Loading...
HomeMy WebLinkAbout7050 Gall Blvd (107)e�1 cA cpuis tleslgn group ar A:(rcture.Pa � �� Advent Adventhealth Zephyrhills: Operating Room 5 - Cystoscopy Client Code/File Number: 23/100046-127-1 Construction Documents Architectural, Structural Project Manual VOLUME 1 March 17, 2021 CDG Project No. 042.21-177.01 FL Reg: AA-26003049 Advent Health ADVENT HEALTH ZEPHRYHILLS PROJECT LOCATION MAP - STATE PROJECT LOCATION MAP - LOCAL MAP -CAMPUS Contract Drawings For INDEX OF DRAWINGS GENERAL G-000 COVER SHEET G-001 CODE SUMMARY, ABBREVIATIONS AND SYMBOLS OP RATING ROOM 5 G-003 STANDARD MOUNTING HEIGHTS G-010 GENERAL PARTITION TYPES, DETAILS AND NOTES G-020 GENERAL PARTITIONS DETAILS G-030 GENERAL UL THROUGH - PENETRATION FIRESTOP CYSTOSCO y SYSTEMS G-031 GENERAL UL THROUGH - PENETRATION FIRESTOP SYSTEMS G-032 GENERAL UL THROUGH - PENETRATION FIRESTOP SYSTEMS G-033 GENERAL UL THROUGH - PENETRATION FIRESTOP SYSTEMS G-034 GENERAL UL THROUGH - PENETRATION FIRESTOP SYSTEMS LIFE SAFETY LS-101 PLAN - LVL 1 - LIFE SAFETY - EXISTING LEVEL OF AHCA CLIENT CODE / FILE NUMBER: 023 / 100046-127 DISCHARGE LS-102 PLAN - LVL 2 - LIFE SAFETY - EXISTING LEVEL OF DISCHARGE CDG Project No. 042-21 —1 77.01 ARCHITECTURE 1 11 P , C 1 PROJECT ADDRESS: M001 MECHANICAL LEGENDS AND NOTES 7050 GALL BLVD. M7 01 MECHANICAL PLANS DEMO AND NEW M600 MECHANICAL SCHEDULES AND DETAILS Z E P H Y R H I L L S, FL 33541 ELECTRICAL ELECTRICAL LEGENDS AND NOTES E101 ELECTRICAL PLANS DEMO AND NEW E400 _ _ _ —ELECTRICAL. ONE LINE POWER DIAGRAM - Date: MAY 143 2021 CONTRACT DOCUMENTS ALL WORK SHALL COMPLY WI l'H PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZFFHYRHILI S ORDINANCES REVIEW DATE CITY OF ZEPHY �y S FIRE ANS UFE SAFETY EXAM RZVIZ V lkkT g: Cff t om' ZLr. 'a :: ' iKJill.IlNa u (l-6�-'�n k AL ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS chapuis design group architecture.pa Suite 216 Brandon, 3511 1813.667.2340 A FL # AA-26003049 Q I N O ic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a. STRUCTURAL DRAWINGS „ DIMENSION LINE TO ADJC ADJACENT GR GRADE RECP RECEPTACLE CAN MEAN INCH OR INCHES; "REINF" CAN MEAN REINFORCE OR b. LARGE SCALE DETAILS 7 - 0 FACE OF STUD, FACE AFF ABOVE FINISHED FLOOR GRID GROUND REF REFRIGERATOR REINFORCING.) c. SMALL SCALE DETAILS OF CONCRETE, 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. E AL ALUMINUM GWB GYPSUM WALL BOARD REM REMOVABLE CONDITIONS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO Ii 7'-0" �I AM ACOUSTIC MATERIAL GYP GYPSUM REQD REQUIRED HIGHLIGHTED SELECTED TRADE WORK. REFER TO CONTEXT OF EACH 3. MINIMUM DIMESIONS FOR ACCESSIBILITY CLEARANCES DIMENSION TO FINISH AMP AMPERE RESIL RESILIENT DRAWING FOR USAGE. AND BUILDING CODE REQUIREMENTS SHALL BE FACE, COUNTERTOP chapuis design group ANO ANODIZED H HIGH REV REVISION MAINTAINED. NOTED. CLEAR, OR AS GENERAL INFORMATION architecture . p a AP ACCESS PANEL HB HOSE BIBB RF RETURN FAN E. SEE PROJECT EQUIPMENT AND MEP SYSTEMS DRAWINGS FOR APPROX APPROXIMATE HC HOLLOW CORE RFG ROOFING SYMBOLS 4. FLOOR ELEVATIONS ARE INDIACTED AT THE FACE OF WALL LEGEND 510 Vonderburg Drive i Suite 216 Brandon, ARCH ARCHITECT, ARCHITECTURAL HD HOT DIP RG RETURN GRILLE AND ABBREVIATIONS SPECIFIC TO THE PROJECT. STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. Florida 33511 i 813.667.2340 EXISTING TO ARR ARRESTOR HDO HIGH -DENSITY OVERLAY PLYWOOD RH RIGHT HAND 5. VERTICAL DIMESIONS ARE INDICATED FROM THE FLOOR �� EXISTING TO BEMAIN PROJECT ADDRESS: ASPH ASPHALT HDRL HANDRAIL RHR RIGHT HAND REVERSE F. TYPICAL OR TYP INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CGDPA - FL # AA-26003049 HDW HARDWARE RL RAIN LEADER CONDITION NOTED. ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS f REMOVED B BASELINE HDWD HARDWOOD RM ROOM NOTED ABOVE FINISH FLOOR - "AFF". I ( EXISTING TO REMAIN 7050 GALL BLVD. BD BOARD HEB HARDWOOD EDGEBANDING RO ROUGH OPENING G. "SIMILAR" OR "SIM" INDICATES COMPLETE SYSTEM AND COMPONENTS NEW CONSTRUCTION ZEPHYRHILLS, FL 33541 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 exp U.S. Services Inc. BLKG BLOCKING HM HOLLOW METAL H. "AS REQUIRED" OR "AS REQD" INDICATES CONTRACTOR SHALL PROVIDE GRID OR FACE OF FINSIH MATERIAL FOR OTHER CEILING ROOM NAME SITE WORK / PARKING: BM BEAM HO HOLD OPEN S SOUTH COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS TYPES, UNLESS OTHERWISE NOTED. t: +1.407.660.0088 f: +1.407.660.1655 0 ROOM NUMBER 2601 Westhall Lane BO BOTTOM OF HORIZ HORIZONTAL SA SUPPLY AIR INDICATED IN THE PROJECT DOCUMENTS. 7. IN MANY OF THE INTERIOR SPACES THE ACTUAL ? AREA OR VOLUME NO SITE WORK IS INCLUDED ON THIS PROJECT. Maitland, FL 32751 BOB BOTTOM OF BEAM HP HIGH POINT SAB SOUND ATTENUATION BATT BOF BOTTOM OF FOOTING HIPS HIGH PRESSURE SODIUM SAN SANITARY 1. "ALIGN" INDICATES CONTRACTOR SHALL ACCURATELY PROVIDE FINISH DIMENSIONS MAY BE LESS CRITICAL THAN IF TWO 18" N USA �: BOS BOTTOM OF STEEL/STRUCTURE HR HOUR SC SOLID CORE FACES OF MATERIALS IN STRAIGHT TRUE AND PLUMB RELATION TO ELEMENTS IN THE BUILDING WERE TO BE EQUAL IN THESE I www.exp.com 0V 54 BR BOTTOM HSK HOUSEKEEPING SCH BOTTOM REGISTER HVAC HEATING, VENTILATION AND AIR CONDITIONING SCRN SCREEN THE ADJACENT MATERIALS AS NOTED. CASES, THE WORD "EQUAL" OR "EQ" IS USED IN LIEU OF J SYOOR NUMBER Project #: MBOL AND MINIMUM OCCUPANCY CLASSIFICATION: Certof Auth. 2s 01ex THE ACTUAL DIMESION. 0 BRG BEARING HW HOT WATER SD SOAP DISPENSER CLEARANCES BSMT BASEMENT HZ HERTZ SE SOUTHEAST 8. WHEN A ROOM CENTERLINE IS INDICATED ONLY ONE 12" MIN 4" MIN 1-2 - HEALTHCARE SECT SECTION SIDE OF THE ROOMS ELEMENTS MAY BE DIMENSIONED. C CELSIUS ID INSIDE CAB CABINET IF INSIDE FFACEETER SF SGL SINGLE E FOOT /SQUARE FEET MATERIALS LEGEND WALL TYPE TAG 9. Ca. PARTITION C NEITO RED ON COLUMNOR STRUCTURAL SYSTEM: CAP CAPACITY IN INCH /INCHES SH SHEET CB CIRCUIT BREAKER INT INTERIOR SHR SHOWER GRID LINES WILL NOT BE DIMESIONED ON FRAME TYPE - CEM CEMENT INSUL INSULATION SHV SHELF / SHELVING SMALL SCALE DRAWINGS BUT WILL BE EXTERIOR & LOUVER EXISTING STRUCTURE TO REMAIN CFCI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED INV INVERT SIM SIMILAR DRAWN ACCORDINGLY, CFMF COLD -FORMED METAL FRAMING SK SINK b CONCRETE (SECTION) COLUMN CENTERLINE O FRAME TYPE -INTERIOR 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 BUILDING DATA AND AREAS: CH CHILLER JCT JUNCTION SNR SANITARY NAPKIN RECEPTACLE GRANULAR FILL CURTAIN PANEL TYPE PARTITION CHAN CHANNEL JT JOINT SPEC SPECIFICATION P�6� � RENOVATION AREA OF WORK D D Cl CAST IRON JST JOIST SPRINK SPRINKLER CIP CAST IN PLACE SQ SQUARE -OPERATING ROOM #5 = 429.41 SF CIR CIRCULATING K KILO SS STAINLESS STEEL CONCRETE MASONRY UNITS b. PARTITION WITH A FINISHED FACE FLUSH DRAWING REVISION CJ CONTROL JOINT KG KILOGRAM ST STREET WITH FINISH FACE OF COLUMN WILL NOT BE PROJECT FOR CKT CIRCUIT KIT KITCHEN STA STATION DIMSIONED ON SMALL SCALE DRWAINGS OCCUPANCY GROUPS GROUP 1-2; HEALTHCARE CLG CEILING KO KNOCK OUT STC SOUND TRANSMISSION CLASS BUT WILL BE DRAWN ACCORDINGLY. 0 ?? O KEYNOTE ADVENT HEALTH - BRICK TYPE OF CONSTRUCTION FBC TYPE I-B, Z E P H RYH I L L CLR CLEAR KP KICK PLATE STD STANDARD NFPA 220 TYPE II (000) S CM CONSTRUCTION MANAGER KV KILOVOLT STL STEEL CMU CONCRETE MASONRY UNIT KW KILOWATT STOR STORAGE NORTH ARROW CNDS CONDENSATE STRUCT STRUCTURE / STRUCTURAL RIGID INSULATION (SECTION) SPRINKLERS FULLY SPRINKELED CO CLEANOUT L LENGTH/LONG SUP SUPPORT LiffiffiffiH COL COLUMN LAB LABORATORY SUSP SUSPENDED COLUMN CENTERLINE LEVEL DATUM HEIGHT 2 STORY COMM COMMUNICATION LAD LADDER SW SOUTHWEST ACOUSTIC/THERMAL �/ LEVEL NAME CONC CONCRETE LAM LAMINATED /LAMINATION SYM SYMBOL COND CONDUCTOR LAV LAVATORY SYS SYSTEM LEVEL ELEVATION INSULATION (SECTION)OPERATING ROOM CONN CONNECTION LB POUND CONST CONSTRUCTION LCC LEAD COATED COPPER T TREAD PARTITION 5 CYSTOSCOPY CONT CONTINUOUS LF LINEAR FOOT TB TACK BOARD STUD WALL (PLAN & SECTION) CONTR CONTRACTOR LH LEFT HAND T&B TOP AND BOTTOM ? DET IL SECTION POSITION ON SHEET CONV CONVERTER LHR LEFT HAND REVERSE TEL TELEPHONE _77] SHEET NUMBER COORD COORDINATE LIN LINEAR TEMP TEMPORARY EXISTING WALL TO REMAIN c. PARTITION FINISH FACE ON COLUMN OR CODES AND STANDARDS: COP COPPER LL LIVE LOAD TERR TERRAZZO (PLAN & SECTION) GRID LINE WILL NOT BE DIMESIONED ON ! 1 ? ? DETAIL - PLAN CORR CORRIDOR LLH LONG LEG HORIZONTAL T&G TONGUE AND GROOVE — - SMALL SCALE DRWAINGS BUT WILL BE POSITION ON SHEET CPT CARPET LLV LONG LEG VERTICAL 3 WAY THREE WAY — — DRWAN ACCORDINGLY. ? CR CRASH RAIL LNTL LINTEL TH THICK DEMOLISHED WALL J SHEET NUMBER ALL WORK PERTAINING TO AND ALL MATERIALS SUPPLIED FOR CS CONCRETE SEALER/SURFACE LONG LONGITUDINAL THRES THRESHOLD _ _ (PLAN & SECTION) COLUMN CENTERLINE EXECUTING AND COMPLETING THIS CONTRACT SHALL COMPLY WITH 7050 GALL BLVD. CSK COUNTERSUNK LP LOW POINT THRU THROUGH PROVISIONS SPECIFIED IN THE CONTRACT DOCUMENTS AND WITH CSWK CASEWORK LT LIGHT TMPD TEMPERED 0- — — — BUILDING SECTION APPLICABLE LAWS, REGULATIONS, AND ORDINANCES GOVERNING WORK ZEPHYRHILLS, FL 33541 CT CERAMIC TILE LTG LIGHTING TO TOP OF STEEL (SECTION) POSITION ON SHEET INCLUDING, BUT NOT NECESSARILY LIMITED TO THOSE OF THE CTR CENTER LTWT LIGHTWEIGHT TOB TOP OF BEAM PARTITION SHEET NUMBER FOLLOWING: CW COLD WATER LVR LOUVER TOC TABLE OF CONTENTS CWB CAPILLARY WATER BARRIER TOF TOP OF FOOTING FLORIDA BUILDING CODE, 7TH EDITION (2020) - BUILDING CYL CYLINDER M METER TOL TOLERANCE ALUMINUM (SECTION) 10.OPENINGS OCCURING IN PARTITIONS OR WALLS. WALL SECTION FLORIDA BUILDING CODE, 7TH EDITION (2020) - EXISTING BUILDING MACH MACHINE TOP TOP OF PAVING FLORIDA BUILDING CODE, 7TH EDITION (2020) - ACCESSIBILITY D DEEP MAINT MAINTENANCE TOS TOP OF STEEL / STRUCTURE / SLAB a. WHEN ONE JAMB OCCURS AT A COLUMN OR POSITION ON SHEET FLORIDA BUILDING CODE, 7TH EDITION (2020) - TEST PROTOCOLS GRID LINE NO DIMESIONS WILL BE SHOWN — — SHEET NUMBER FLORIDA BUILDING CODE 7TH EDITION (2020 MECHANICAL DB DECIBEL MANUF MANUFACTURER TOW TOP OF WALL WOOD FINISH (SECTION) � ) - DBL DOUBLE MAS MASONRY TRANS TRANSITION ( ON THE SMALL SCALE DRAWINGS. THE FLORIDA BUILDING CODE, 7TH EDITION (2020) - PLUMBING DEG DEGREE MATL MATERIAL TSTAT THERMOSTAT OPENING WIDTH WILL BE GOVERNED BY X FLORIDA BUILDING CODE, 7TH EDITION (2020) - FUEL GAS • DEMO DEMOLISH / DEMOLITION MAX MAXIMUM TV TELEVISION DESIGN CRITERIA OR SCHEDULE. EXTERIOR ELEVATION C DIET DETAIL MB MARKER BOARD TYP TYPICAL 1><1DIMENSIONAL LUMBER CONTINUOUS (SECTION) ADDITIONAL STANDARDS: C Ad,% DF DRINKING FOUNTAIN MDF MEDIUM -DENSITY FIBERBOARD b. WHEN NEITHER JAMB OCCURS AT A COLUMN OR X-XXX POSITION ON SHEET ADDITIONAL DESIGN REQUIREMENTS ARE INCORPORATED N E MEDIUM -DENS OARD G QU O ED BY REFER C nt Health DIA DIAMETER MDO MEDIUM -DENSITY OVERLAY PLYWOOD UC UNDER CABINET GRID LINE THEN ONE JAMB WILL BE SHEET NUMBER IN SPECIAL OCCUPANCY CHAPTERS OF THE FLORIDA BUILDING CODE TO DIFF DIFFUSER MECH MECHANICAL UG UNDERGROUND DIMESIONED. X INCLUDE THE FOLLOWING: DIM DIMENSION IVIED MEDIUM LINO UNLESS NOTED OTHERWISE DIMENSIONAL LUMBER BLOCKING (SECTION) DL DEAD LOAD MEMB MEMBRANE UPS UNINTERRUPTIBLE POWER SUPPLY 11. DOOR LOCATION INTERIOR ELEVATION GUIDELINES FOR THE DESIGN AND CONSTUCTION OF HEALTH CARE DMPR DAMPER MEP MECHANICAL, ELECTRICAL AND PLUMBING UR URINAL FACILITIES, 2018 EDITION AHCA CLIENT CODE I FILE NUMBER: 23/100046-127-1 DOORS ARE LOACTED BY ONE OF THE FOLLOWING: X X-XXX X POSITION ON SHEET DN DOWN MET METAL UV ULTRAVIOLET UL STANDRD 181 (1996) LUMBER FINISH (SECTION) SHEET NUMBER DP DISTRIBUTION PANEL MEZZ MEZZANINE a. ONE JAMB FACE LOCATED BY A PARTITION AT ASTM E (2005) DS DOWNSPOUT MH MANHOLE V VENT X • ASCE 7 (2010 ) DW DOMESTIC WATER MIN MINIMUM, MINUTE VAC VACUUM RIGHT ANGLE. TYPICAL UNLESS INDICATED ON ANSI /AHSRAE/ASHE STANDARD 170 (2008) DWG DRAWING MIR MIRROR VCT VINYL COMPOSITION TILE — EARTHWORK (SECTION) PLAN. VIEW TITLE UL STANDARD 1069, 7TH EDITION (2007) MISC MISCELLANEOUS VENT VENTILATING / VENTILATION — DRAWING NUMBER E EAST MLWK MILLWORK VERT VERTICAL % CENTER FOR MEDICARE / MEDICADE SERVICES (CMS) EA EACH MM MILLIMETER VEST VESTIBULE PARTITION ? DRAWING SCALE NFPA 101 LIFE SAFETY 2015 EDITION EB EDGEBANDING MO MASONRY OPENING VIF VERIFY IN FIELD FFPC, 6TH EDITION (2017) EG EXHAUST GRILLE MTD MOUNTED RESONANCE IMAGING VSR VENT STACK LINE TYPE LEGEND DOOR VIEW TITLE W/ REF. FLORIDA STATE FIRE CODES: EIFS EXTERIOR INSULATION FINISHING SYSTEM MTG MOUNTING VTR VENT THRU ROOF DRAWING NUMBER STATE FIRE MARSHAL'S RULE 69A-3.012 F.A.0 (WITH ALL EJ EXPANSION JOINT MULL MULLION VWC VINYL WALL COVERING — HIDDEN /BELOW 4" MIN. REFERENCED SUB CHAPTERS) EL ELEVATION — — ? ? ? DRAWING SCALE FLORIDA FIRE PREVENTION CODE 61 H EDITION (FFPC) AND ALL ELEC ELECTRIC / ELECTRICAL N NORTH, NITROGEN W WEST, WIDE _ REFERENCED PUBLICATIONS — — — — _ — — — ELEV ELEVATOR NA NOT APPLICABLE WA WATT OVERHEAD SHEET NUMBER EMER EMERGENCY NAT NATURAL W/ WITH REFERENCING -- EMI ELECTROMAGNETIC INTERFERENCE NE NORTHEAST W/O WITHOUT NOT IN CONTRACT (EQUIPMENT b. AS DIMENSIONED ON PLAN. SHEET NUMBER /FURNITURE) ENG ENGINEER NEUT NEUTRAL WC WATER CLOSET 12. DIMSENIONS ARE INDICATED. DO NOT SCALE DRAWINGS EOP EDGE OF PAVEMENT NIC NOT IN CONTRACT WD WOOD PROPERTY LINE 0 4'-0" 8'-0" 16'-0" EOS EDGE OF SLAB NO NUMBER WDW WINDOW FOR DIMENSIONS. GRAPHIC SCALE EP ELECTRIC PANEL NOM NOMINAL WLD WELDED LIMIT OF WORK MARK DATE DESCRIPTION EPDM ETHYLENE PROPYLENE DIENE MONOMER NRC NOISE REDUCTION COEFFICIENT WOM WALK OFF MATT EQ EQUAL NTS NOT TO SCALE WP WORK POINT BREAK LINE PROJECT NUMBER 042.21.177.01 EQUIP EQUIPMENT NW NORTHWEST WPFG WATERPROOFING MATCH LINE ORIGINAL ISSUE MAY 05, 2021- ESC ESCALATOR WS WASTE STACK ESMT EASEMENT O OXYGEN WSCT WAINSCOT PROJECT MANAGER EVAP EVAPORATIVE OA OUTSIDE AIR WT WEIGHT EW EACH WAY OC ON CENTER WWF WELDED WIRE FABRIC PROJECT DESIGNER n/a EWC ELECTRIC EXH EXHAUST WATER COOLER OF OUTSIDE ACE OUTSIDE TER XFMR TRANSFORMER DOOR LEGEND PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B EXIST EXISTING OFCI OWNER FURNISHED/CONTRACTOR INSTALLED XPS EXTRUDED POLYSTYRENE FOAM B LANDSCAPE ARCHITECT n/a EXP EXPANSION OFF OFFICE CIVIL ENGINEER n/a EXT EXTERIOR OFOI OWNER FURNISHED/OWNER INSTALLED & AND OH OPPOSITE HAND @ AT STRUCTURAL ENGINEER n/a FA FIRE ALARM OPNG OPENING CENTER LINE TYPICAL DOOR WITH MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 FABX FIRE ALARM BOX OPP OPPOSITE 0 DIAMETER DOOR FULL -SWING FACP FIRE ALARM CONTROL PANEL OH OVERHEAD ± PLUS OR MINUS F"-,YL HINGE ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 FCC FIRE COMMAND CENTER # POUND FCU FAN COIL UNIT PART PARTIAL PINTERIOR DESIGNER CDG ARCHITECTURE AIR DOOR PAIR DOOR - FD FLOOR DRAIN PB PANIC BAR UNEVEN LEAF EQUIPMENT PLANNER n/a FDC FIRE DEPARTMENT CONNECTION PERF PERFORATED FDN FOUNDATION PERIM PERIMETER DRAWN BY MM, SO FE FIRE EXTINGUISHER PERP PERPENDICULAR FEC FIRE EXTINGUISHER CABINET Pi PRECAST JOINT DOUBLE DOUBLE FF FINISH FLOOR PL PLATE ACTING DOOR EGRESS F/F FACE TO FACE PLAM PLASTIC LAMINATE DOOR FFE FINISHED FLOOR ELEVATION PUS PLASTER FH FIRE HYDRANT PLBG PLUMBING BI-FOLD DOOR SLIDING FHC FIRE HOSE CABINET PLYWD PLYWOOD DOOR FIG FIGURE PNL PANEL FIN FINISH PNT PAINT r— FJ FELT JOINT PNTD PAINTED FL FLASHING POLY POLYETHYLENE OVERHEAD CASED FLR FLOOR PR PAIR ROLLING OPENING FLUOR FLUORESCENT PRCST PRECAST DOOR FOC FACE OF CONCRETE PREFAB PREFABRICATED FOF FACE OF FINISH PRELIM PRELIMINARY EXISTING DUTCH DOOR FOM FACE OF MASONRY PRESS PRESSURE DOOR FOS FACE OF STUD PRIM PRIMARY FOW FACE OF WALL PT POINT FP FILLER PANEL PTD PAPER TOWEL DISPENSER FPH FROST PROOF HYDRANT PTN PARTITION FIR FRAME PVC POLYVINYL CHLORIDE CODE SUMMARY, FS FULL SIZE PVG PAVING FSTP FIRESTOPPING ABBREVIATIONS A N D FT FOOT /FEET FTG FOOTING FURN FURNITURE A FURR FURRING A SYMBOLS FV FIELD VERIFY FVC FIRE VALVE CABINET FXTR FIXTURE SCALE As indicated 1 2 N 4 5 G=001 6 CONTRACT DOCUMENTS 6 I I 5 1 2 3 4 E L�7 C B A 14 GRAB BARS TOILET PAPER HOLDER 12" MIN17 TOILET T = [ T N `_4 SANITARY 04 NAPKIN 7" MIN DISPOSAL GRAB BARS 9" MAX TOILET 16" MIN, 18" MAX 4'-0" NOTE: MIN VERIFY ACCESORIES WITH TOILET SIZE TYPICAL TOILET MOUNTING HEIGHTS & DIMENSIONS ADA AUTOMATIC DOOR PUSH PAD ROOM SIGNAGE MOUNT ON LATCH SIDE OF DOOR TYPICAL SIGNAGE MOUNTING HEIGHTS r.. MIRROR, CENTER OVER LAV WALL SOAP DISPENSER LAVATORY PAPER TOWEL DISPENSER M ACCESSIBL EpRpOBE ROBE HOOK Cl' HORIZONTAL — BABYCHANGING STATION SANITARY — NAPKIN VENDOR DIMENSION TOP DIMENSIO O OF TABLE IN FOLD- COIN DOWN POSITION OPERATOR MIN. TYPICAL PLUMBING FIXTURE AND TOILET ROOM ACCESSORIES MOUNTING HEIGHTS EMERGENCY EYEWASH/SHOWER o0 EMERGENCY EYEWASH z 44 a DIMENSION DIMENSION TO SPRAY TO SPRAY HEAD HEAD DIMENSION T BOTTOM OF KNEE SPACE TYPICAL EMERGENCY FIXTURE MOUNTING HEIGHTS SHOWER ROD AND CURTAIN SHOWER HEAD SHOWER GRAB N ft CONTROLS a� BARS d Ic GRAB BARS r- T T r r T N NL RECESSED �, TUB SOAP DISH TUB TUB T-0" TYPICAL ACCESSIBLE TUB MOUNTING HEIGHTS AND DIMENSIONS FOLD DOWN CHARTING STATION N M ROWER ROD ND CURTAIN 'RAB BARS SHOWER R, AND CURTA TEMPERED GLASS MIRROR WITH FRAME SHOWER RC AND CURTAI GRAB BARS SHOWER H GRAB BAR; c41 c� 2'-4" URINAL CLINICA L SINK s II ���rr t0 SHOWER ROD AND CURTAIN RECESSED CT SOAP DISH GRAB BARS HI-LO ELECTRI C WATER COOLER Q ih Z CV DIMENSION TO SPOUT DIMENSION TO­-� BOTTOM OF KNEE SPACE HOWER OD AND URTAIN CUP TOWEL BAR DISPENSER X � za oX oX cM c RECESSED CT SOAP DISH GRAB BARS FOLDING SHOWER SEAT SHOWER HEAD SHOWER ROD AND CURTAIN GRAB BARS SHOWER CONTROL E chapuis design group architacture.pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1 813.667.2340 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 opm we www.exp.com 0 ft Project #: 21005054 exp. Cart of Auth: 29701 D PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5-CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 ° Advent Health AHCA CLIENT CODE I FILE NUMBER: 23/100046-127-1 MARK DATE DESCRIPTION PROJECT NUMBER 042-21.177.01 ORIGINAL ISSUE MARCH 11, 2021- PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 SHOWER CONTROL FOLDING I ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 SHOWER INTERIOR DESIGNER CDG ARCHITECTURE 2' 0" 6" 4'-0" MAX 4" 2'-0" SEAT 0EQUIPMENT PLANNER n/a DRAWN BY TC E EQ TYPICAL 5'-0" x 2'-6" ACCESSIBLE ROLL -IN SHOWER MOUNTING HEIGHTS AND DIMENSIONS TYPICAL 3'-0" x 3'-0" ACCESSIBLE TRANSFER TYPE SHOWER MOUNTING HEIGHTS AND DIMENSIONS MARKER BOARD OR TACK BOARD, 36" HIGH OR HIGHER MARKER BOARD OR TACK BOARD,LESS THAN 36" HIGH O SPECIMEN PASS- THRU CM C� C7 DIMENSIO O TOP OF WRITING SURFACE WHEN FOLDED DOWN TYPICAL MISCELLANEOUS WALL MOUNTED EQUIPMENT MOUNTING HEIGHTS RECESSED (2) COAT F.E. CABINET HOOKS ON PLAM STRIP (:?+ 57 < 2 oW I STANDARD MOUNTING HEIGHTS A SCALE 1/4' =1'-0" 1 2 3 4 5 6 G=003 CONTRACT DOCUMENTS 1 2 3 4 5 6 STRUCTURAL DECK STRUCTURAL DECK STRUCTURAL DECK STRUCTURAL DECK STRUCTURAL DECK TOP TRACK TOP TRACK SOUND ATTENUATION ACCOUSTIC SEALANT. EXISTING METAL SAB RETAINER STRAP @ SIM BATTS (SAB) PER STUDS IN EXISTING SCHEDULE. APPLY SEALANT AFTER SMOKE TIGHT 24"O.C. 1"x20 GA. SAB RETAINER STRAP @ EACH LAYER OF GYPSUM GYPSUM ASSEMBLY. CONT. SHEET METAL 24" O.C. 1"X20 GA. - CEILING LINE co CONT. SHEET METAL 11 *7. NOT AFTER BOTH LAYERS -�- CEILING LINE HAVE BEEN INSTALLED NOTE: THIS IS NOT A FIRE RATED WALL CEILING LINE CEILING LINE SLIP CONNECTION z; 5/8 GWB BOTH SIDES v NEW GYP. TO BE INSTALLED AT HIGH STC STUD SOUND ATTENUATION SOUND ATTENUATION Q _- �-1,'_;"''•'-; OVER EXISTING JAMB STUD AND BATTS (SAB) PER BATTS (SAB) PER - - - - - _ WALL HEAD a ;- ALIGN WITH ADJACENT GYP. METAL STUDS, SIZE 1. A' k SCHEDULE. SCHEDULE. PER SCHEDULE 5/8" GWB CEILING LINE 04 w METAL STUD TRACK = ° �' , 5/8" GWB BOTH SIDES 5/8" GWB BOTH SIDES FACE OF COLUMN OR 3 5/8"METAL STUD* " TAPE AND MUD NEW GYPSUM INTEGRAL WITH (ONE SIDE CONTINUOUS IL -; EXISTING GYPSUM FOR WALL (NEW OR EXIST) '-I - �``,_ ': SMOKE TIGHT ASSEMBL METAL STUDS, SIZES PER TO STRUCTURE) _ 5/8" ACOUSTICALLY ENHANCED _ - : , ' SCHEDULE GWB BOTH SIDES `_,- (',' TYP. ALL EDGES METAL STUDS, SIZE chapuis design group METAL STUDS, SIZES PER SCHEDULE NEW INTERIOR 3 5/8", PER SCHEDULE ACOUSTICAL SEALANT ACCOUSTIC SEALANT. - �'- 22 GAGE METAL ACOUSTICAL SEALANT BOTH SIDES 12" APPLY SEALANT AFTER ' "'" architecture . p a BOTH SIDES ACOUSTICAL SEALANT EACH LAYER OF GYPSUM t`I'1- `'_ ` =_,�_` r: "' STUDS, MAX. 16" O.C. BOTH SIDES NOT AFTER BOTH LAYERS 510 Vonderburg Drive I Suite 216 Brandon, FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE HAVE BEEN INSTALLED %' " " '_�~I rt'' M r'�` " 5/8" GYPSUM, BOTH Florida 33511 1813.667.2340 t SIDES OF ASSEMBLY FLOOR LINE`4 1 CGDPA - FL # AA-26003049 SEAL GYPSUM TO FLOOR, TYP. BOTH SIDES TO INHIBIT -°}'-'1• ; /��C._:', ; :' PASSAGE OF SMOKE `.'' METAL STUD TRACK expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 DOOR INFILL - UNRATED WALL - (NON -LOAD 2601 Westhall Lane Maitland, FL 32751 NON -FIRE RATED WALL NON -FIRE RATED WALL, SMOKE TIGHT 1-HOUR WALL NOT USED STUD FURRING HIGH STC, NON -FIRE RATED WALL BEARING USA �.;. NTS A NTS B NTS NTS Ff NTS U E6 SCALE: 112" =1'-0" www.exp.com •�•�! Project #: 21005054 ex Cert of Auth: 29701 • STUD FIRE FIRE -RESISTANCE SOUND ATTENUATION STUD FIRE FIRE -RESISTANCE SOUND ATTENUATION STUD FIRE FIRE -RESISTANCE SOUND ATTENUATION STUD FIRE FIRE -RESISTANCE SOUND ATTENUATION STUD FIRE FIR -RESISTANCE SOUND ATTENUATION MARK SIZE RATING TEST SAB STC TEST MARK SIZE RATING TEST SAB STC TEST MARK SIZE RATING TEST SAB STC TEST MARK SIZE RATING TEST SAB STC TEST MARK SIZE RATING TEST SAB STC TEST U 3 5/8" 3 1/2 NRC # 66 USG-050819 -. _ 8,, < . � ...-m a; a -P. _`• - � .�, _ � �'- - . °�. "_ , n° . , � - .. �-a' ._.... - .- . �_ � SPRAY -APPLIED - _- - e,- a ,,, .,, � ; - - � -� ' _. " �-�' �` a. �. - a = ; s• - ; " -< . - - � ' ° �' ` ' � _ . ° - a � d d, _ FIRE -RESISTIVE _ - .; MATERIAL - _ - - "�°� � .° •. - 4 ..; ', �.: � "a; .-q - ;_ (BERM) 6 - -• _ a <. °° EXISTING METAL - ..-''! °' a•a, � ,= :°ea -,'8. -.� '�.: -: ,d< a.. •`, ad _00 4. - I I � I 1 - J--! I REMOVE EXISTING I I I I I I I ( STUDS IN EXISTING 00 �- GWB SOUND AND - - — — — METAL STUDS ABOVE I I I I I I I I 11 I I I( GYPSUM ASSEMBLY. o • ; CUT ONE LAYER GWB TO o -.-- - SMOKE CLOSURE - - � HEADER. NOTE: THIS IS I I I I NOTE: THIS IS TO I I FOLLOW PROFILE OF DECKING. STRIP SECURE TO � o TO BECOME 11 I I BECOME A 1-HOUR D o SEAL CONTINUOUSLY WITH � - STRUCTURE AND SEAL ' - - 1 ' ' 2"x20 GA o _ - - A 1-HOUR - - I I I M �i I I l FIRE RATED I c01 I FIRE RATED WALL D - _ ACOUSTICAL SEALANT. WITH ACOUSTICAL STRAPS 16" @ - 20 GA Z-BARS WALL Z•-•,�`,�;, - I -- SEALANT O.C. I TO c.� QI _ �•=•- v. - :,,;_ , ,•-._" ;•_I_j�.`;-•;,�'�, �, I_-'�',��•_•, � �;';• PROJECT FOR - ACOUSTICAL SEALANT - ACOUSTICAL SEALANT ACCOMMODATE I I III I : • '- -- -' •- TAPE AND MUD NEW _ - SLOTTED TOP FILL FLUTE VOID W/ ,;�• -- - (BOTH SIDES) SFRM REMOVE EXISTING HEADER �I __ _ _ _ . ��I: °,•,•_•,"�� '_;�'.f�:�"y °-;�' GYPSUM INTEGRAL WITH ADVENT - HEALTH TRACK - -;•' - SAB I - SLOTTED TOP I ACOUSTICAL N W w�=�.t;�=,'-'-=.1�'.• EXISTING GYPSUM FOR A 1- _ STUD TRACK SEALANT (BOTH I I ' 1 I I - - - '"`�' ' �' _'�' � �-'� - -' •��• �-` -_�=t�=�:�__ � HOUR FIRE RATED ASSEMBLY TYP. ALL ZEPH RYH I LLS SIDES) - REMOVE EXISTING JAMB I I -_ :���-.�..�,:� _ -•� f"•" , STUD STUDS Q u-I __ �• - •� ' ,`• - �� �` I EDGES. SIM 465 � - - sae P5 CASEWORK, PER DETAIL G � MULTIPLE CONDUIT/ PIPE PENETRATIONS WL 8071 ORIGINAL ISSUE MARCH 11, 2021- ONE OR TWO LAYER OF DRYWALL • USE DUCT TAPE TO SEAL ALL PIPE AND DUCT PROJECT MANAGER TEC o ALTERNATE 1: BLOW-OUT ONE II TYPE 2 BACKING PLATE RATING INFORMATION SECTION PENETRATIONS OF PARTITION &POLY BARRIER. 1� ) PAN HEAD SMS AT EacH SHALL BE USED FOR ANCHORAGE OF . SEAL ALL JOINTS WITH PLASTER TAPE SECURED BY PROJECT DESIGNER n/a SIDE STUD,TYP. THE FOLLOWING: FIRE RATING - 1 HOUR PACK WITH OF WALL TAPE &JOINT COMP. / I RAM -TACK, HIGH TACK SPRAY OR EQUIVALENT. PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 THERMAFIBER SAFING DRYWALL OR SEALANT I x STC RATING - 45-49 B BASE CABINETS • FINISH OCCUPIED WALL SIDE WITH GLOSS PAINT. B LANDSCAPE ARCHITECT n/a AT MANUFACTURED METAL RUNNERS BASED ON UL-465 CIVIL ENGINEER DENSITY WITH NO .� METAL STUD FRAMING AND FULL HEIGHT CABINETS VOIDS OR II i II SPACING PER PARTITION ATE 2: 1 FACE TO BE TYPE ° WALL MOUNTED CABINETS STRUCTURAL ENGINEER n/a GAPSEALED S I GUARDRAILS J C PARTITION TYPE -TEMPORARY 1 HOUR FIRE MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 WITH DRYWALL, SEALANT OR TAPE AND JOINT COMPOUND. NOTE: II DOUBLE STUD FRAMING WHEN TOILET PARTITIONS B LOADING OCCURS ON BOTH 1 1 /2" = 1'-0" ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 TYPICAL SECTION OVER i II SIDES AND EXCEED ALLOWABLE " TOILET COUNTERTOPS '"GAP REQUIRES ABLOW-OUT i LOAD SHOWN BELOW ° ELECTRICAL PANELS INTERIOR DESIGNER CDG ARCHITECTURE ALTERNATEI OR 2 MAY BE USED ON EITHER SIDE OF WALL. ONE SIDE OF PENETRATION MAY REMIAN OPEN. PATCH 16 GA. x s" RUNNER TRACK " HEADWALLS EQUIPMENT PLANNER n/a II X 1-1/4" LEG NOTCHED AROUND i STUDS, EXTEND TO (1) STUD UPPER WALL -HUNG SYSTEM STUDS DRAWN BY MM BEYOND EQUIP, ATTACHMENT PT. FURNITURE CABINETS RUNNER BACKING PLATE BOTH SIDES MULTIPLE PIPE PENETRATION 1 " SYSTEM FURNITURE "PANEL" THAT IS CHANNELS, TYP. REQUIRED TO BE MOUNTED TO A � B3 W.O. WALL GYPSUM PATCH (BUTTER ' BACK SIDE OF SURFACE) ALLOWABLE LOADS ON BACKING >3 ANNULAR OPENING A I / BACKING VERTICAL LATERAL BSI IN PARTITION AROUND PIPE OR A TYPE 2 CONDUIT GREATER THAN 3" DIA 6" X 16 GA. TRACK 220 LBS 200 LBS CUT GYPSUM A I I BOARD TIGHT TO f� •� - PIPEIOT MUD rJ TYPE 3 BACKING PLATE AND TAPE ++ � — - SHALL BE USED FOR ANCHORAGE OF HOLES OVER 3" DIA EDGES / TWO #8 LOW PROFILE PAN THE FOLLOWING: / HEAD SMS AT EACH STUD, I " TOILET AND BATH ACCESSORIES BACKSIDE SURFACE. DO �I A DO NOT REMOVE GWB PATCH- BUTTER _ x TYP. I TELEPHONES COMPOUND NOT REMOVE JOINT � SECTION A -A SECTION A -A � METAL STUD FRAMING AND BULLETIN BOARDS DISPLACED AT - COMPOUND DISPLACED AT � NOTE: NOTE: A I PARTITION TYPE ° MIRRORS EDGES k SPACING PER METAL STUD EDGES o' 1. FOR FIRE RATING OF 1,2,3 & 4 HOURS 1. FOR FIRE RATING OF 1& 2 HOURS � x " EXAM LIGHTS _ _ TYPE'G' SCREWS MIN. 2 2. REFER TO FULL SYSTEM DESCRIPTION W-L-1001 2. REFER TO FULL SYSTEM DESCRIPTION W-L-1147 8"-16" X 18 GA. MIN. HIGH SL_ - <3 - S PER SECTION. LEAVE GENERAL PARTITION SECTION A -A METAL " DIRECTORIES EXPOSED 1. FOR FIRE RATING OF 1 & 2 HOURS PLATE, EXTEND TO (1) STUD TYPES, DETAILS A N D PARTIAL SYSTEM DESCRIPTION: PARTIAL SYSTEM DESCRIPTION: NOTE: BEYOND EQUIPMENT " CHART RACKS I . � ANNULAR OPENING IN � A. STEEL PIPE: NOM. 24" DIA. OR SMALLER SCHED 10 A.STEEL PIPE: NOM. 12" DIA. OR SMALLER SCHED 10 OR 2. REFER TO FULL SYSTEM DESCRIPTION W-L-5001 ATTACHMENT POINT " LIQUID CHALK BOARDS I I PARTITION AROUND PIPE -� OR HEAVIER HEAVIER " LITERATURE RACKS OR CONDUIT 3" DIA OR LESS NOTES A B.IRON PIPE: 24" DIA OR SMALLER SERVICE WEIGHT OR B.IRON PIPE: 12" DIA OR SMALLER SERVICE WEIGHT OR PARTIAL SYSTEM DESCRIPTION: A > MAGAZINE RACKS � HEAVIER CAST IRON PIPE, NOM. 12 " DIA OR BACKING PLATE BOTH SIDES HOLES UP TO 3" DIA HEAVIER CAST IRON PIPE, NOM. 12 " DIA OR A.STEEL PIPE: NOM. 12" DIA. OR SMALLER SCHED 10 OR W.O. SIGNAGE SMALLER CLASS 50 OR HEAVIER DUCTIILE IRON SMALLER CLASS 50 OR HEAVIER DUCTIILE IRON HEAVIER PRESSURE PIPE PRESSURE PIPE B.COPPER TUBING: NOM. 6" DIAM OR SMALLER TYPE L OR SUPPORT FOR MEMBRANE BLOW-OUT PATCH a C.CONDUIT: NOM. 6" DIA. OR SMALLER STEEL CONDUIT C.CONDUIT: NOM. 4" DIA. OR SMALLER STEEL CONDUIT SHOWER HEAVIER COPPER TUBING PAN LINER ONLY 1 LAYER ON EACH SIDE OF WALL REMOVED REQUIRED FOR 1 OR 2 HOUR WALLS OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL C. COPPER PIPE: NOM. 6" DIA OR SMALLER REGULAR OR - � METAL TUBING METAL TUBING HEAVIER COPPER PIPE BLOW OUT PATCH IS NOT ACCEPTABLE ON WALLS RATED AT 3 OR 4 HOURS N D.COPPER TUBING: NOM. 6" DIAM OR SMALLER TYPE L OR D.COPPER TUBING: NOM. 4" DIAM OR SMALLER TYPE L OR ALLOWABLE LOADS ON BACKING NOTES: SCALE As indicated � E. COPPER PIPE: NOM. 6RDIA OR MALLER REGULAR OR E. COPPER PIPE: NOM 4RDIA OR MALLER REGULAR OR TYPE 3 BACKING VERTICAL LATERAL 1. BUTTER ENTIRE BACK SIDE OF PATCH WITH JOINT COMPOUND. m 2. LEAVE ALL SCREWS EXPOSED HEAVIER COPPER PIPE HEAVIER COPPER PIPE a F. OTHERS* AS DESCRIBED IN FULL SYSTEM DESCRIPTION 8"-16" X 18 GA. PLATE 15 LBS 5 LBS 0 010 � ~ BLOW OUT PATCH DETAILSI SYSTEM W-L1 SYSTEM W-L2 SYSTEM W-BACKING PLATEI �L3 o Al A''n A3 A4 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 3„ = 1'-0" - �� 1 2 3 4 5 6 CONTRACT DOCUMENTS - -_-_l _ -__-. .1 .._.!_ _ I _ _ l I 1 2 3 4 5 6 E C B A LINE OF STRUCTURE, PARTITION AND BEAM RUN PERPENDICULAR TO DECK SPRAY FIREPROOFING, CONTINUE INTO VOIDS ABOVE THEM FILL VOIDS AT DECK BETWEEN GYP BD ITH FIRESAFING CUT GYP BD TO CONFORM TO DECK PROFILE AND SEAL CONTINOUSLY RUNNER FASTEN 24" O.C. RATED PARTITION AS SCHEDULED SECTION AT RATED PARTITION ADJACENT TO BEAM ATTACH TO STRUCTURE AS n��l noon 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) 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) J-RUNNER DUCT WORK WHERE OCCURS 2 1/2" (MIN) C-H STUDS GAUGE AS REQ'D BY TEST I SHAFTWALL LINER PANEL 2 LAYERS 5/8" GWB (@ VERTICAL PLANE) J-RUNNERS 3 LAYERS 5/8" GWB (@ HORIZONTAL PI AnIC1 SEE PLAN FOR WALL TYPE (2 HOUR MIN.) WALL BEYOND CEILING LINE RATING INFORMATION: RATING INFORMATION: FIRE RATING - 2 HOUR TEST: NER-258, WHI-495, WHI-694.0300.1 FIRE RATING - 2 HOUR TEST: NER-258, WHI-495, WHI-694.0300.1 RATING INFORMATION: FIRE RATING - 2 HOUR TEST: U.L. Design No. 411, NER-258, WHI-495, WHI-694.0300.1 2 HOUR HORIZONTAL ASSEMBLY E3 �JVqYR HORIZONTAL ASSEMBLY �!VqYR WALL ASSEMBLY WITH OFFSET 11/2 =1-0 80% AHCA REVIEW STAGE 100% AHCA REVIEW STAGE SAMPLE NFPA 170 SAMPLE NFPA 170 SAMPLE NFPA 170 RATED WALL ASSEMBY RATED WALL ASSEMBY r' RATED WALL ASSEMBY _ DESIGNATION DESIGNATION = DESIGNATION TAPE AND MUD WALL WITH RECOGNIZED WALL WITH RECOGNIZED 1/2 WALL WITH RECOGNIZED 1/2 TESTED ASSEMBLY TESTED ASSEMBLY TESTED ASSEMBLY NUMBER: I.E. UL 465 NUMBER: I.E. UL 465 NUMBER: I.E. UL 465 , EXPOSED FOR VIEWINGLEAVE ASSEMBLY I I TAPE AND MUD i I Ii 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 0 HOUR / NON -RATED WALL PRIORITY 5 / LOWEST HIGH PRIORITY WALL SCHEMATIC 3" = V-0" FILL VOIDS AT DECK BETWEEN GYP BD ITH FIRESAFING CUT GYP BD TO CONFORM TO DECK PROFILE AND SEAL CONTINOUSLY RUNNER FASTEN 24" O.C. RATED PARTITION AS SCHEDULED LINE OF STRUCTURE, PARTITION AND BEAM RUN PERPENDICULAR TO DECK SPRAY FIREPROOFING, CONTINUE INTO VOIDS ABOVE THEM J L 2"X2"X20GA CONTINUOUS ANGLE RETAINER - SCREW TO STUD SECTION AT RATED PARTITION ADJACENT TO BEAM 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 REATED ASSEMBLIES REGARLESS OF HOURLY RATING OR VERTICAL OR HORIZONTAL ASEMBLY 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 AT THE 80% AHCA INSPECTION 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 p I SPRAY FIREPROOFING, FASTEN 24" O.C. = CONTINUE INTO VOIDS ABOVE BEAM I � 0 0- z a. RATED PARTITION AS Z I SCHEDULED I -- FILL CAVITY WITH FIRESAFING _ 2" X 2" X 20 GA 2"-4" CONTUNUOUS ANGLE RETAINER - `gffb`KI AT RATED PARTITION ADJACENT TO BEAM - W/ALT LINE OF STRUCTURE 2" x 2" x 20 GA CONTINUOUS ANGLE RETAINER - SCREW TO STUD SEALANT SPRAY FIREPROOFING � II C3c N I I RUNNER TRACK BEHIND VERTICAL ,, GYP BD JOINTS 20 GA Z-CLIPS AT 2" ABUT GYP BD O.C., ATTACH BEFORE APPLYING SPRAY TIGHTLY TO FIREPROOFING IREPROOFING RUNNEI RPFSASTEN RUNNER TRACK I WITH CLIPS BEHIND VERTICAL GYP BD JOINTS RATED PARTITION AS SCHEDULED INSULATION AS REQUIRED C3c SECTION AT RATED PARTITION UNDER BEAM 1 1/2" = V-0" - - -- FILL VOIDS WITH FIRESAFING RUNNER FASTEN 24" O.C. FILL CAVITY WITH FIRESAFING METAL STUD, IN WALL, TYP. PARTITION PLANE SECTION AT RATED PARTITION PERPENDICULAR TO BEAM - CUT GYP BD TO CONFORM TO DECK PROFILE AND TO TIGHTLY ABUT SPRAY EEww��ii MAXPMWEMILEVER: 6" GYP BD MUST SPAN 2 STUDS MIN. VI-1-V 11 .V 1 1 1 . SUSPENSION SYSTEM COORDINATE WITH VENDOR FOR NEW IF REQUIRED. BOOM SUPPORT DETAIL chapuis design group architecture.pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1813.667.2340 CGDPA - FL # AA-26003049 expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com Project #: 21005054 mid• �� Cert of Auth: 29701 • D PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5-CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 Advent Health AHCA CLIENT CODE ! FILE NUMBER: 23/100046-127-1 PROJECT NUMBER 042-21.177.01 ORIGINAL ISSUE MARCH 11, 2021- PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER CDG ARCHITECTURE EQUIPMENT PLANNER n/a DRAWN BY TC PART A GENERAL ITIONS DETAILS SCALE As indicated G=020 1 J 1 1/2" = 1'-0" � l 1 1/2" = 1'-0" � l 1 1/2" = 1'-0" � �T l 1 1/2" = 1'-0" 1 2 3 4 5 6 CONTRACT DOCUMENTS 1 2 3 4 5 6 >11IIIIIIIII J m w CN Cf) Q J J Q B A THROUGH PENETRANT MATERIAL STEEL IRON CONDUIT COPPER TUBING COPPER PIPE SPECIALCOND, 74 r A °'° 1 r A .°° 1 - A °° 1 r A °° 1 I- A �'° 1 3 3 ° 3 3 _° 3 3 ' 3 2(2)T PF 3 + . d'• 3 = d'• d'- d d'• P . ° SECTION A -A SECTION A -A SECTION A -A SECTION A -A SECTION A -A 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: MIN 4-7/8, 6-1/8, 7-3/8 AND 8-5/8 IN. THICK NORMAL WEIGHT MIN 4-7/8, 6-1/8, 7-3/8 AND 8-5/8 IN. THICK NORMAL WEIGHT MIN 4-7/8, 6-1/8, 7-3/8 AND 8-5/8 IN. THICK NORMAL WEIGHT MIN 4-7/8, 6-1/8, 7-3/8 AND 8-5/8 IN. THICK NORMAL WEIGHT MIN 4-7/8, 6-1/8, 7-3/8 AND 8-5/8 IN. THICK NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE FOR 1, 2, 3, AND 4 HR. OR LIGHTWEIGHT CONCRETE FOR 1, 2, 3, AND 4 HR. OR LIGHTWEIGHT CONCRETE FOR 1, 2, 3, AND 4 HR. OR LIGHTWEIGHT CONCRETE FOR 1, 2, 3, AND 4 HR. OR LIGHTWEIGHT CONCRETE FOR 1, 2, 3, AND 4 HR. UJ RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: W 2.THROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: ANNULAR SPACE SHALL BE 1-3/8 IN. MAX. ANNULAR SPACE SHALL BE 1-3/8 IN. MAX. ANNULAR SPACE SHALL BE 1-3/8 IN. MAX. ANNULAR SPACE SHALL BE 1-3/8 IN. MAX. ANNULAR SPACE SHALL BE 1-3/8 IN. MAX. A.STEEL PIPE: 1A.NOM. 4" DIA. OR SMALLER SCHED 7 A.STEEL PIPE: 1A.NOM. 4" DIA. OR SMALLER SCHED 7 A -STEEL PIPE: 1A.NOM. 4" DIA. OR SMALLER SCHED 7 A.STEEL PIPE: 1A.NOM. 4" DIA. OR SMALLER SCHED 7 A.STEEL PIPE: 1A.NOM. 4" DIA. OR SMALLER SCHED 7 V STEEL PIPE. 2A.NOM. 8" DIA. OR SMALLER SCHED 10 STEEL PIPE. 2A.NOM. 8" DIA. OR SMALLER SCHED 10 STEEL PIPE. 2A.NOM. 8" DIA. OR SMALLER SCHED 10 STEEL PIPE. 2A.NOM. 8" DIA. OR SMALLER SCHED 10 STEEL PIPE. 2A.NOM. 8" DIA. OR SMALLER SCHED 10 N/A STEEL PIPE. STEEL PIPE. STEEL PIPE. STEEL PIPE. STEEL PIPE. 3A.NOM. 10" DIA. OR SMALLER SCHED 20 3A.NOM. 10" DIA. OR SMALLER SCHED 20 3A.NOM. 10" DIA. OR SMALLER SCHED 20 3A.NOM. 10" DIA. OR SMALLER SCHED 20 3A.NOM. 10" DIA. OR SMALLER SCHED 20 z STEEL PIPE. STEEL PIPE. STEEL PIPE. STEEL PIPE. STEEL PIPE. O B.IRON PIPE: NOM. 4" DIA OR SMALLER CAST OR B.IRON PIPE: NOM. 4" DIA OR SMALLER CAST OR B.IRON PIPE: NOM. 4" DIA OR SMALLER CAST OR B.IRON PIPE: NOM. 4" DIA OR SMALLER CAST OR B.IRON PIPE: NOM. 4" DIA OR SMALLER CAST OR DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. C.CONDUIT: C.CONDUIT: C.CONDUIT: C.CONDUIT: C.CONDUIT: U NOM. 4" DIA. OR SMALLER STEEL NOM. 4" DIA. OR SMALLER STEEL NOM. 4" DIA. OR SMALLER STEEL NOM. 4" DIA. OR SMALLER STEEL NOM. 4" DIA. OR SMALLER STEEL ELECTRICAL METAL TUBING OR STEEL ELECTRICAL METAL TUBING OR STEEL ELECTRICAL METAL TUBING OR STEEL ELECTRICAL METAL TUBING OR STEEL ELECTRICAL METAL TUBING OR STEEL CONDUIT. CONDUIT. CONDUIT. CONDUIT. CONDUIT. D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: NOM. 4" DIAM OR SMALLER TYPE L NOM. 4" DIAM OR SMALLER TYPE L NOM. 4" DIAM OR SMALLER TYPE L NOM. 4" DIAM OR SMALLER TYPE L NOM. 4" DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. F. OTHERS* F. OTHERS* F. OTHERS* F. OTHERS* F. OTHERS* AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. &FILL VOID OR CAVITY MATERIAL CAULK OR SEALANT: 3FILL VOID OR CAVITY MATERIAL CAULK OR SEALANT: 3.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: A 3.FILL, VOID OR CAVITY CA MATERIAL CAULK OR SEALANT: 3FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL BE INSTALLED AT THE CONCRETE/PENETRANT BE INSTALLED AT THE CONCRETE/PENETRANT BE INSTALLED AT THE CONCRETE/PENETRANT BE INSTALLED AT THE CONCRETE/PENETRANT BE INSTALLED AT THE CONCRETE/PENETRANT INTERFACE ON BOTH SURFACES OF WALL. INTERFACE ON BOTH SURFACES OF WALL. INTERFACE ON BOTH SURFACES OF WALL. INTERFACE ON BOTH SURFACES OF WALL. INTERFACE ON BOTH SURFACES OF WALL. W-J-1153 V2 V37�M�J-1153. V2 S��.�EMW-1-1153.. V2 SYSTEM W-J-1153... V2 SYSTEM W-J-1153.... V2 C1 �EM 1 Q• d d, rA gd- Q"� • 1 r /� ° 1 /1 nd. rA n 1 rA � 3 3 ,. .; de 84 3 3 3 3 :°'t °ed 2 2 2 2 CL Lv 3 3 0° 3 a 3 I LA LA LA LA 9 ° ° W � q + '•A a ° c _ a _ _ d, a . d• SECTION A -A SECTION A -A SECTION A -A SECTION A -A 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: MIN 2-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR MIN 2-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR MIN 2-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR MIN 2-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE. WALL MAY ALSO BE NORMAL WEIGHT CONCRETE. WALL MAY ALSO BE NORMAL WEIGHT CONCRETE. WALL MAY ALSO BE NORMAL WEIGHT CONCRETE. WALL MAY ALSO BE U z CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 12-1/2 IN.: N/A CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 12-1/2 IN.: CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 12-1/2 IN.: CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 12-1/2 IN.: N/A 2.TH ROUG H- PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: ONE METALLIC PIPE, CONDUIT OR TUBING TO BE ONE METALLIC PIPE, CONDUIT OR TUBING TO BE ONE METALLIC PIPE, CONDUIT OR TUBING TO BE ONE METALLIC PIPE, CONDUIT OR TUBING TO BE O CENTERED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR CENTERED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR CENTERED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR CENTERED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR U SPACE BETWEEN PIPES, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX 7/8 SPACE BETWEEN PIPES, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX 7/8 SPACE BETWEEN PIPES, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX 7/8 SPACE BETWEEN PIPES, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX 7/8 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. ON BOTH SIDES OF WALL ASSEMBLY. ON BOTH SIDES OF WALL ASSEMBLY. ON BOTH SIDES OF WALL ASSEMBLY. A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: NOM. 10 IN. DIA. OR SMALLER SCHED 10 NOM. 10 IN. DIA. OR SMALLER SCHED 10 NOM. 10 IN. DIA. OR SMALLER SCHED 10 NOM. 10 IN. DIA. OR SMALLER SCHED 10 OR HEAVIER EL PIPE. OR HEAVIER EL PIPE. OR HEAVIER EL PIPE. OR HEAVIER EL PIPE. B.CONDUIT: B.CONDUIT: B.CONDUIT: B.CONDUIT: NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL ELECTRICAL METAL TUBING OR NOM. 6 IN. ELECTRICAL METAL TUBING OR NOM. 6 IN. ELECTRICAL METAL TUBING OR NOM. 6 IN. ELECTRICAL METAL TUBING OR NOM. 6 IN. DIA. OR SMALLER STEEL CONDUIT. DIA. OR SMALLER STEEL CONDUIT. DIA. OR SMALLER STEEL CONDUIT. DIA. OR SMALLER STEEL CONDUIT. C.COPPER TUBING: C.COPPER TUBING: C.COPPER TUBING: C.COPPER TUBING: NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. D. COPPER PIPE: D. COPPER PIPE: D. COPPER PIPE: D. COPPER PIPE: NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. E. OTHERS* E. OTHERS* E. OTHERS* E. OTHERS* AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: 3.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: MIN 5/8 OR 1-1/4, IN. THICKNESS OF FILL MATERIAL MIN 5/8 OR 1-1/4, IN. THICKNESS OF FILL MATERIAL MIN 5/8 OR 1-1/4, IN. THICKNESS OF FILL MATERIAL MIN 5/8 OR 1-1/4, IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 HR AND 2 HR FIRE RATED SURFACES OF WALL FOR 1 HR AND 2 HR FIRE RATED SURFACES OF WALL FOR 1 HR AND 2 HR FIRE RATED SURFACES OF WALL FOR 1 HR AND 2 HR FIRE RATED WALLS, RESPECTIVELY. WALLS, RESPECTIVELY. WALLS, RESPECTIVELY. WALLS, RESPECTIVELY. SYSTEM W-J-1028 V2 V3 SYSTEM W-I-1028.. V2 SYSTEM W-J-1028... V2 SYSTEM W-J-1028.... V2 Al A3 A4 A5 NTS NTS NTS NTS E C B A chapuis design group architecture.pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1813.667.2340 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 ate www.exp.com ���7 Project #: 21005054 Cert of Auth: 29701 ex 0 PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5- CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILL 1 S FL 335 4 •a AdviFent Health AHCA CLIENT CODE / FILE NUMBER: 23/100046-127-1 MARK DATE DESCRIPTION PROJECT NUMBER 042-21.177.01 ORIGINAL ISSUE MARCH 11, 2021- PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P, PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER CDG ARCHITECTURE EQUIPMENT PLANNER n/a DRAWN BY SO GENERALUL THROUGH - PENETRATION FIRESTOP SYSTEMS SCALE 171 " =1'-0. G=030 i I "' 1 2 3 4 5 6 CONTRACT DOCUMENTS 1 2 3 4 5 6 A 0 B A THROUGH PENETRANT MATERIAL STEEL IRON CONDUIT COPPER TUBING COPPER PIPE SPECIAL COND. rA , I -A 1 rA 1 rA 1 1A rA 1 ' 3 t 2 2 2 2 2 2 _ A 2 2 �: •fir': ' 3 LA ' 3 LA ' 3 LA ' 3 LA ' 3 LA Ill SECTION A -A SECTION A -A V SECTION A -A SECTION A -A SECTION A -A 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: MIN 4-7/8, 6-1/8, 7-3/8 AND 8-5/8 IN. THICK NORMAL WEIGHT MIN 4-7/8, 6-1/8, 7-3/8 AND B-5/8 IN. THICK NORMAL WEIGHT MIN 4-7/8, 6-1/8, 7-3/8 AND 8-5/8 IN. THICK NORMAL WEIGHT MIN 4-7/8, 6-1/8, 7-3/8 AND 8-5/8 IN. THICK NORMAL WEIGHT MIN 4-7/8, 6-1/8, 7-3/8 AND 8-5/8 IN. THICK NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE MASONRY UNITS FOR 1, 2, OR LIGHTWEIGHT CONCRETE FOR 1, 2, 3, AND 4 HR. OR LIGHTWEIGHT CONCRETE FOR 1, 2, 3, AND 4 HR. OR LIGHTWEIGHT CONCRETE FOR 1, 2, 3, AND 4 HR. OR LIGHTWEIGHT CONCRETE FOR 1, 2, 3, AND 4 HR. 3, AND 4 HR. RATED ASSEMBLIES, RESPECTIVELY. WALL RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE RATED ASSEMBLIES, RESPECTIVELY. WALL MAY ALSO BE MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE CONCRETE BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: BLOCKS. MAX DIA. OF OPENING IS 14-1/8 IN.: 27HROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: ANNULAR SPACE SHALL BE 1-3/8 IN, MAX. ANNULAR SPACE SHALL BE 1-3/8 IN. MAX. ANNULAR SPACE SHALL BE 1-3/8 IN. MAX. ANNULAR SPACE SHALL BE 1-3/8 IN. MAX. ANNULAR SPACE SHALL BE 1-3/8 IN. MAX. A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: 1A.NOM. 4" DIA. OR SMALLER SCHED 7 STEEL PIPE. 1A.NOM. 4" DIA. OR SMALLER SCHED 7 STEEL PIPE. 1A.NOM. 4" DIA. OR SMALLER SCHED 7 STEEL PIPE. 1A.NOM. 4" DIA. OR SMALLER SCHED 7 STEEL PIPE. 1A.NOM. 4" DIA. OR SMALLER SCHED 7 STEEL PIPE. 2A.NOM. 8" DIA. OR SMALLER SCHED 10 2A.NOM. 8" DIA. OR SMALLER SCHED 10 2A.NOM. 8" DIA. OR SMALLER SCHED 10 2A.NOM. 8" DIA. OR SMALLER SCHED 10 2A.NOM. 8" DIA. OR SMALLER SCHED 10 STEEL PIPE. STEEL PIPE. STEEL PIPE. STEEL PIPE, STEEL PIPE. V 3A.NOM. 10" DIA. OR SMALLER SCHED 20 3A.NOM. 10" DIA, OR SMALLER SCHED 20 3A.NOM. 10" DIA. OR SMALLER SCHED 20 3A.NOM. 10" DIA. OR SMALLER SCHED 20 3A.NOM. 10" DIA. OR SMALLER SCHED 20 STEEL PIPE. STEEL PIPE. STEEL PIPE. STEEL PIPE. STEEL PIPE. N/A B.IRON PIPE: B.IRON PIPE: B.IRON PIPE: B.IRON PIPE: B.IRON PIPE: NOM. 4" DIA OR SMALLER CAST OR NOM. 4" DIA OR SMALLER CAST OR NOM. 4" DIA OR SMALLER CAST OR NOM. 4" DIA OR SMALLER CAST OR NOM. 4" DIA OR SMALLER CAST OR DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. C.CONDUIT: C.CONDUIT: C.CONDUIT: C.CONDUIT: C.CONDUIT: NOM. 4" DIA. OR SMALLER STEEL NOM. 4" DIA. OR SMALLER STEEL NOM. 4" DIA. OR SMALLER STEEL NOM. 4" DIA. OR SMALLER STEEL NOM. 4" DIA. OR SMALLER STEEL ELECTRICAL METAL TUBING OR STEEL ELECTRICAL METAL TUBING OR STEEL ELECTRICAL METAL TUBING OR STEEL ELECTRICAL METAL TUBING OR STEEL ELECTRICAL METAL TUBING OR STEEL CONDUIT. CONDUIT. CONDUIT. CONDUIT. CONDUIT. D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: NOM. 4" DIAM OR SMALLER TYPE L NOM. 4" DIAM OR SMALLER TYPE L NOM. 4" DIAM OR SMALLER TYPE L NOM. 4" DIAM OR SMALLER TYPE L NOM. 4" DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE, OR HEAVIER COPPER PIPE. F. OTHERS* F. OTHERS* F. OTHERS* F. OTHERS* F. OTHERS* AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM DESCRIPTION. DESCRIPTION, DESCRIPTION. DESCRIPTION. DESCRIPTION. &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL. VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: 3.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 MIN 5/8, AND 1-1/4, IN. THICKNESS OF FILL MATERIAL FOR 1 AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL OF WALL. MIN 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL BE INSTALLED AT THE CONCRETE/PENETRANT BE INSTALLED AT THE CONCRETE/PENETRANT BE INSTALLED AT THE CONCRETE/PENETRANT BE INSTALLED AT THE CONCRETE/PENETRANT BE INSTALLED AT THE CONCRETE/PENETRANT INTERFACE ON BOTH SURFACES OF WALL. INTERFACE ON BOTH SURFACES OF WALL. INTERFACE ON BOTH SURFACES OF WALL. INTERFACE ON BOTH SURFACES OF WALL. INTERFACE ON BOTH SURFACES OF WALL. SYSTEM W-J-1153 CMU V2 V3 SYSTEM W-J-1153 CMU. V2 SYSTEM W-J-1153 CMU.- V2 SYSTEM W-J-1153 CMU... V2 SYSTEM W-J-1153 CMU.... V2 C1 C2 C3 C4 C5 NTS NTS NTS NTS NTS rA , r-A , rA , r-A 1 ' 3 3 ' 3 3 3 I 3 3 2 2 2 2 2 2 2 2 t r r`' LA LA LA LA SECTION A -A 1.WALL ASSEMBLY: SECTION A -A 1.WALL ASSEMBLY: SECTION A -A 1.WALL ASSEMBLY: SECTION A -A 1.WALL ASSEMBLY: MIN 2-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE MASONRY UNIT. WALL MAY MIN 2-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE MASONRY UNIT. WALL MAY MIN 2-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE MASONRY UNIT. WALL MAY MIN 2-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE MASONRY UNIT. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIA. OF OPENING IS 12-1/2 IN.: CONCRETE BLOCKS. MAX DIA. OF OPENING IS 12-1/2 IN.: CONCRETE BLOCKS. MAX DIA. OF OPENING IS 12-1/2 IN.: CONCRETE BLOCKS. MAX DIA. OF OPENING IS 12-1/2 IN.: 2.THROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 2.THROUGH- PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: ONE METALLIC PIPE, CONDUIT OR TUBING TO BEN/A ONE METALLIC PIPE, CONDUIT OR TUBING TO BE ONE METALLIC PIPE, CONDUIT OR TUBING TO BE ONE METALLIC PIPE, CONDUIT OR TUBING TO BE N/A CENTERED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR CENTERED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR CENTERED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR CENTERED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPES, CONDUIT OR TUBING AND SPACE BETWEEN PIPES, CONDUIT OR TUBING AND SPACE BETWEEN PIPES, CONDUIT OR TUBING AND SPACE BETWEEN PIPES, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX 7/8 PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX 7/8 PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX 7/8 PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX 7/8 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. ON BOTH SIDES OF WALL ASSEMBLY. ON BOTH SIDES OF WALL ASSEMBLY. ON BOTH SIDES OF WALL ASSEMBLY. A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: NOM. 10 IN. DIA. OR SMALLER SCHED 10 NOM. 10 IN. DIA. OR SMALLER SCHED 10 NOM. 10 IN. DIA. OR SMALLER SCHED 10 NOM. 10 IN. DIA. OR SMALLER SCHED 10 OR HEAVIER EL PIPE. OR HEAVIER EL PIPE. OR HEAVIER EL PIPE. OR HEAVIER EL PIPE. B.CONDUIT: B.CONDUIT: B.CONDUIT: B.CONDUIT: NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL ELECTRICAL METAL TUBING OR NOM. 6 IN. ELECTRICAL METAL TUBING OR NOM. 6 IN. ELECTRICAL METAL TUBING OR NOM. 6 IN. ELECTRICAL METAL TUBING OR NOM. 6 IN. DIA. OR SMALLER STEEL CONDUIT. DIA. OR SMALLER STEEL CONDUIT. DIA. OR SMALLER STEEL CONDUIT. DIA. OR SMALLER STEEL CONDUIT. C.COPPER TUBING: C.COPPER TUBING: C.COPPER TUBING: C.COPPER TUBING: NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. D. COPPER PIPE: D. COPPER PIPE: D. COPPER PIPE: D. COPPER PIPE: NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR NOM. 4" DIA OR SMALLER REGULAR OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. E. OTHERS* E. OTHERS* E. OTHERS* E. OTHERS* AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: MIN 5/8 OR 1-1/4, IN. THICKNESS OF FILL MATERIAL MIN 5/8 OR 1-1/4, IN. THICKNESS OF FILL MATERIAL MIN 5/8 OR 1-1/4, IN. THICKNESS OF FILL MATERIAL MIN 5/8 OR 1-1/4, IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 HR AND 2 HR FIRE RATED SURFACES OF WALL FOR 1 HR AND 2 HR FIRE RATED SURFACES OF WALL FOR 1 HR AND 2 HR FIRE RATED SURFACES OF WALL FOR 1 HR AND 2 HR FIRE RATED WALLS, RESPECTIVELY. WALLS, RESPECTIVELY. WALLS, RESPECTIVELY. WALLS, RESPECTIVELY. SYSTEM W-J-1028 CMU V2 V3 SYSTEM W-J-1028 CMU. V2 SYSTEM W-J-1028 CMU.- V2 SYSTEM W-J-1028 CMU... V2 Al A3 A4 A5 NTS NTS NTS NTS E IC C B A chapuis design group architecture.pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1 813.667.2340 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 #: 21005054 Cert of Auth: 29701 ex PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5 - CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 0a ve.nH IA t ea t h AHCA CLIENT CODE / FILE NUMBER: 23/100046-127-1 MARK DATE DESCRIPTION PROJECT NUMBER 042-21.177.01 ORIGINAL ISSUE MARCH 11, 2021- PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER CDG ARCHITECTURE EQUIPMENT PLANNER n/a DRAWN BY SO r t 1P F; 1 GENERAL UL THROUGH - PENETRATION FIRESTOP SYSTEMS SCALE 1 1/2" =1'-0" G=031 lei 1 2 3 4 5 6 CONTRACT DOCUMENTS C 0 B A 1 2 3 4 5 6 THROUGH PENETRANT MATERIAL STEEL IRON CONDUIT COPPER TUBING COPPER PIPE SPECIAL COND. I- A 1A II A 1A r I `• - I A 1A r I , I A 1A r II A 1A r I •' 3 3 3 3 3 3 3 3 3 3 2 2 i 2 2 2 LA 1B LA 1B LA 1B LA 16 LA 16 w SECTION A -A SECTION A -A SECTION A -A SECTION A -A SECTION A -A 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE WALL OR PARTITION DESIGNS IN THE UL FIRE WALL OR PARTITION DESIGNS IN THE UL FIRE WALL OR PARTITION DESIGNS IN THE UL FIRE WALL OR PARTITION DESIGNS IN THE UL FIRE Q RESISITANCE DIRECTORY AND SHALL INCLUDE THE RESISITANCE DIRECTORY AND SHALL INCLUDE THE RESISITANCE DIRECTORY AND SHALL INCLUDE THE RESISITANCE DIRECTORY AND SHALL INCLUDE THE RESISITANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: FOLLOWING CONSTRUCTION FEATURES: FOLLOWING CONSTRUCTION FEATURES: FOLLOWING CONSTRUCTION FEATURES: FOLLOWING CONSTRUCTION FEATURES: O A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED O 16 IN. O.C. WITH NOM. 2 BY 4 IN, LUMBER END PLATES AND 16 IN. O.C. WITH NOM. 2 BY 4 IN. LUMBER END PLATES AND 16 IN. O.C. WITH NOM. 2 BY 4 IN. LUMBER END PLATES AND 16 IN. O.C. WITH NOM. 2 BY 4 IN. LUMBER END PLATES AND 16 IN. O.C. WITH NOM. 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES, STEEL STUDS TO BE MIN 3-518 IN. WIDE CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. B. GYPSUM BOARD - NOM. 1/2 OR 5/8 IN. THICK, 4 B. GYPSUM BOARD - NOM. 1/2 OR 5/8 IN. THICK, 4 B. GYPSUM BOARD - NOM. 1/2 OR 5/8 IN. THICK, 4 B. GYPSUM BOARD - NOM. 1/2 OR 5/8 IN. THICK, 4 B. GYPSUM BOARD - NOM. 1/2 OR 5/8 IN. THICK, 4 FT. WIDE SQUARE OR TAPERED EDGES. THE GYPSUM FT. WIDE SQUARE OR TAPERED EDGES, THE GYPSUM FT. WIDE SQUARE OR TAPERED EDGES. THE GYPSUM FT. WIDE SQUARE OR TAPERED EDGES. THE GYPSUM FT. WIDE SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, ■ ■ FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES Q DESIGN I NTHE UL FIRE RESISTANCE DIRECTORY. MAX DESIGN I NTHE UL FIRE RESISTANCE DIRECTORY. MAX DESIGN I NTHE UL FIRE RESISTANCE DIRECTORY. MAX DESIGN I NTHE UL FIRE RESISTANCE DIRECTORY. MAX DESIGN I NTHE UL FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS 26 IN, DIAMETER OF OPENING IS 26 IN. DIAMETER OF OPENING IS 26 IN. DIAMETER OF OPENING IS 26 IN. DIAMETER OF OPENING IS 26 IN. N/A 2.THROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 23HROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: NOM. 24" DIA. OR SMALLER SCHED 10 NOM. 24" DIA. OR SMALLER SCHED 10 NOM. 24" DIA. OR SMALLER SCHED 10 NOM. 24" DIA. OR SMALLER SCHED 10 NOM. 24" DIA. OR SMALLER SCHED 10 /1 STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. B.IRON PIPE: B.IRON PIPE: B.IRON PIPE: B.IRON PIPE: B.IRON PIPE: NOM. 24" DIA OR SMALLER SERVICE NOM. 24" DIA OR SMALLER SERVICE NOM. 24" DIA OR SMALLER SERVICE NOM. 24" DIA OR SMALLER SERVICE NOM. 24" DIA OR SMALLER SERVICE ., WEIGHT OR HEAVIER CAST IRON PIPE, WEIGHT OR HEAVIER CAST IRON PIPE, WEIGHT OR HEAVIER CAST IRON PIPE, WEIGHT OR HEAVIER CAST IRON PIPE, WEIGHT OR HEAVIER CAST IRON PIPE, NOM. 12 " DIA OR SMALLER OR CLASS 50 NOM. 12 " DIA OR SMALLER OR CLASS 50 NOM. 12 " DIA OR SMALLER OR CLASS 50 NOM. 12 " DIA OR SMALLER OR CLASS 50 NOM. 12 " DIA OR SMALLER OR CLASS 50 OR HEAVIER DUCTIILE IRON PRESSURE OR HEAVIER DUCTIILE IRON PRESSURE OR HEAVIER DUCTIILE IRON PRESSURE OR HEAVIER DUCTIILE IRON PRESSURE OR HEAVIER DUCTIILE IRON PRESSURE PIPE. PIPE. PIPE. PIPE. PIPE. C.CONDUIT: C.CONDUIT: C.CONDUIT: C.CONDUIT: C.CONDUIT: NOM. 6" DIA. OR SMALLER STEEL CONDUIT NOM. 6" DIA. OR SMALLER STEEL CONDUIT NOM. 6" DIA. OR SMALLER STEEL CONDUIT NOM. 6" DIA. OR SMALLER STEEL CONDUIT NOM. 6" DIA. OR SMALLER STEEL CONDUIT OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL METAL TUBING. OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL METAL TUBING. OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL METAL TUBING. OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL METAL TUBING. OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL METAL TUBING. D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: NOM. 6" DIAM OR SMALLER TYPE L NOM. 6" DIAM OR SMALLER TYPE L NOM. 6" DIAM OR SMALLER TYPE L NOM. 6" DIAM OR SMALLER TYPE L NOM. 6" DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: NOM. 6" DIA OR SMALLER REGULAR NOM. 6" DIA OR SMALLER REGULAR NOM. 6" DIA OR SMALLER REGULAR NOM. 6" DIA OR SMALLER REGULAR NOM. 6" DIA OR SMALLER REGULAR OR HEAVIER COPPER PIPE. F. OTHERS* OR HEAVIER COPPER PIPE. F. OTHERS* OR HEAVIER COPPER PIPE. F. OTHERS* OR HEAVIER COPPER PIPE. F. OTHERS* OR HEAVIER COPPER PIPE. F. OTHERS* AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. &FILL. VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: 3.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: 3.FILL. VOID OR CAVITY MATERIAL CAULK OR SEALANT: 3.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: MIN 5/8,1-1/4, 1-7/8 & 2-1/2 IN. THICKNESS OF CAULK FOR 1, MIN 5/8, 1-1/4, 1-7/8 & 2-1/2 IN. THICKNESS OF CAULK FOR 1, MIN 5/8, 1-1/4, 1-7/8 & 2-1/2 IN. THICKNESS OF CAULK FOR 1, MIN 5/8, 1-1/4, 1-7/8 & 2-1/2 IN. THICKNESS OF CAULK FOR 1, MIN 5/8, 1-1/4, 1-7/8 & 2-1/2 IN. THICKNESS OF CAULK FOR 1, 2,3 & 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED 2,3 & 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED 2,3 & 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED 2,3 & 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED 2,3 & 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. DIA. BEAD OF CAULK APPLIED TO WALL. MIN 1/4 IN. DIA. BEAD OF CAULK APPLIED TO WALL. MIN 1/4 IN. DIA. BEAD OF CAULK APPLIED TO WALL. MIN 1/4 IN. DIA. BEAD OF CAULK APPLIED TO WALL. MIN 1/4 IN. DIA. BEAD OF CAULK APPLIED TO GYPSUM BOARD. GYPSUM BOARD. GYPSUM BOARD. GYPSUM BOARD. GYPSUM BOARD. SYSTEM W-L-1001 V2 V3 W-L-1001. V2 V3 SYSTEM W-L-1001.. V2 V3 SYSTEM W-L-1001.. VV2 V3 SYSTEM W-L-1001V2 V3 C1 *_!�STEM C3 ..". NTS NTS NTS 1A 1A 1A 1A INA n// 3B 3B ' 3B 3BI � 3B 36 � � 36 3B � ' 3B 3B � 2 I 3A 2 :' 3A 2 I 3A 2 I 3A 2 : I 3A LA LA LA 16 �-A 1B -A iB UJ 1B E: 1B SECTION A -A SECTION A -A SECTION A -A SECTION A -A SECTION A -A 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER Q SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISITANCE SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISITANCE SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISITANCE SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISITANCE SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING DIRECTORY AND SHALL INCLUDE THE FOLLOWING DIRECTORY AND SHALL INCLUDE THE FOLLOWING DIRECTORY AND SHALL INCLUDE THE FOLLOWING DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: CONSTRUCTION FEATURES: CONSTRUCTION FEATURES: CONSTRUCTION FEATURES: CONSTRUCTION FEATURES: O A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 41N. LUMBER SPACED O 16 IN. O.C. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE SPACED 16 IN. O.C. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE SPACED 16 IN. O.C. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE SPACED 16 IN. O.C. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE SPACED 16 IN. O.C. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE SPACED MAX 24 IN. O.C. MAX 24 IN. O.C. MAX 24 IN. O.C. MAX 24 IN. O.C. MAX 24 IN. O.C. B. GYPSUM BOARD - ONE OR TWO LAYERS OF B. GYPSUM BOARD - ONE OR TWO LAYERS OF B. GYPSUM BOARD - ONE OR TWO LAYERS OF B. GYPSUM BOARD - ONE OR TWO LAYERS OF B. GYPSUM BOARD - ONE OR TWO LAYERS OF NOM. 1/2 OR GYPSUM BOARD AS SPECIFIED IN THE NOM. 1/2 OR GYPSUM BOARD AS SPECIFIED IN THE NOM. 1/2 OR GYPSUM BOARD AS SPECIFIED IN THE NOM. 1/2 OR GYPSUM BOARD AS SPECIFIED IN THE NOM. 1/2 OR GYPSUM BOARD AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAMETER INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAMETER INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAMETER INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAMETER INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAMETER OF OPENING IS 13-3/4 IN. OF OPENING IS 13-3/4 IN, OF OPENING IS 13-3/41N. OF OPENING IS 13-3/4 IN. OF OPENING IS 13-3/4 IN. ■ ■ Q 27HROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: NOM. 12 IN. DIA. OR SMALLER SCHED 40 NOM. 12 IN. DIA. OR SMALLER SCHED 40 NOM. 12 IN. DIA. OR SMALLER SCHED 40 NOM. 12 IN. DIA. OR SMALLER SCHED 40 NOM. 12 IN. DIA. OR SMALLER SCHED 40 STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. B.IRON PIPE: NOM. 12 IN. DIA OR SMALLER SERVICE B.IRON PIPE: NOM. 12 IN. DIA OR SMALLER SERVICE B.IRON PIPE: NOM. 12 IN. DIA OR SMALLER SERVICE B.IRON PIPE: NOM. 12 IN. DIA OR SMALLER SERVICE B.IRON PIPE: NOM. 12 IN. DIA OR SMALLER SERVICE CAST OR DUCTILE IRON PIPE. C.CONDUIT: CAST OR DUCTILE IRON PIPE. C.CONDUIT: CAST OR DUCTILE IRON PIPE. C.CONDUIT: CAST OR DUCTILE IRON PIPE. C.CONDUIT: CAST OR DUCTILE IRON PIPE. C.CONDUIT: N/A NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL CONDUIT OR NOM. 4" DIAM OR SMALLER CONDUIT OR NOM. 4" DIAM OR SMALLER CONDUIT OR NOM. 4" DIAM OR SMALLER CONDUIT OR NOM. 4" DIAM OR SMALLER CONDUIT OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL METAL TUBING. STEEL ELECTRICAL METAL TUBING. STEEL ELECTRICAL METAL TUBING. STEEL ELECTRICAL METAL TUBING. STEEL ELECTRICAL METAL TUBING. D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L NOM. 4 IN. DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: NOM. 4 IN. DIA OR SMALLER REGULAR NOM 4 IN. DIA OR SMALLER REGULAR NOM. 4 IN. DIA OR SMALLER REGULAR NOM. 4 IN. DIA OR SMALLER REGULAR NOM. 4 IN. DIA OR SMALLER REGULAR OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. F. OTHERS* F. OTHERS* F. OTHERS* F. OTHERS* F. OTHERS* AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. 3.FIRSTOP SYSTEM - THE FIRESTOP SYSTEM SHALL 3.FIRSTOP SYSTEM - THE FIRESTOP SYSTEM SHALL 3.FIRSTOP SYSTEM - THE FIRESTOP SYSTEM SHALL 3.FIRSTOP SYSTEM - THE FIRESTOP SYSTEM SHALL 3.FIRSTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: CONSIST OF THE FOLLOWING: CONSIST OF THE FOLLOWING: CONSIST OF THE FOLLOWING: CONSIST OF THE FOLLOWING: A. PACKING MATERIAL: A. PACKING MATERIAL: A. PACKING MATERIAL: A. PACKING MATERIAL: A. PACKING MATERIAL: 2 HR. WALL ASSEMBLIES, FOAM BACKER 2 HR. WALL ASSEMBLIES, FOAM BACKER 2 HR. WALL ASSEMBLIES, FOAM BACKER 2 HR. WALL ASSEMBLIES, FOAM BACKER 2 HR. WALL ASSEMBLIES, FOAM BACKER ROD FIRMLY PACKED INTO OPENING AS A PERMANENT ROD FIRMLY PACKED INTO OPENING AS A PERMANENT ROD FIRMLY PACKED INTO OPENING AS A PERMANENT ROD FIRMLY PACKED INTO OPENING AS A PERMANENT ROD FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE SURFACES OF WALL AS REQUIRED TO ACCOMMODATE SURFACES OF WALL AS REQUIRED TO ACCOMMODATE SURFACES OF WALL AS REQUIRED TO ACCOMMODATE SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OFFILL MATERIAL. THE REQUIRED THICKNESS OFFILL MATERIAL. THE REQUIRED THICKNESS OFFILL MATERIAL. THE REQUIRED THICKNESS OFFILL MATERIAL. THE REQUIRED THICKNESS OFFILL MATERIAL. B. FILL, VOID OR CAVITY MATERIAL - CAULK: B. FILL, VOID OR CAVITY MATERIAL - CAULK: B. FILL, VOID OR CAVITY MATERIAL - CAULK: B. FILL, VOID OR CAVITY MATERIAL - CAULK: B. FILL, VOID OR CAVITY MATERIAL - CAULK: MIN. 1/2 IN. THICKNESS OF FILL MATERIAL MIN. 1/2 IN. THICKNESS OF FILL MATERIAL MIN. 1/2 IN. THICKNESS OF FILL MATERIAL MIN. 1/2 IN. THICKNESS OF FILL MATERIAL MIN. 1/2 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO BE SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO BE SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO BE SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO BE SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT A MINIMUM 1/4 IN. CROWN IS INSTALLED SUCH THAT A MINIMUM 1/4 IN. CROWN IS INSTALLED SUCH THAT A MINIMUM 1/4 IN. CROWN IS INSTALLED SUCH THAT A MINIMUM 1/4 IN. CROWN IS INSTALLED SUCH THAT A MINIMUM 1/4 IN. CROWN IS FORMED AROUND THE PENETRATING ITEM. FORMED AROUND THE PENETRATING ITEM. FORMED AROUND THE PENETRATING ITEM. FORMED AROUND THE PENETRATING ITEM. FORMED AROUND THE PENETRATING ITEM. SYSTEM W-L-1147 V2 V3 SYSTEM W-L-1147" V2 SYSTEM W-L-1147.. V2 SYSTEM W-L-1147.-. V2 W-L-1147.... V2 Al A2 A3 A4 A5 �!STEM NTS NTS NTS NTS E A chapuis design group architecture.pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1 813.667.2340 CGDPA - FL # AA-26003049 expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com Project #: 21005054 ex Cert of Auth: 29701 pe PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5-CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 Advent Health AHCA CLIENT CODE / FILE NUMBER: 23/100046-127-1 MARK DATE DESCRIPTION PROJECT NUMBER 042-21.177.01 ORIGINAL ISSUE MARCH 11, 2021- PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER CDG ARCHITECTURE EQUIPMENT PLANNER n/a DRAWN BY SO ld� GENERAL UL THROUGH - PENETRATION FIRESTOP SYSTEMS SCALE 1 1/2" =1'-0" G=032 )L6 1 2 3 4 5 6 CONTRACT DOCUMENTS E f C B A >M J Im 2 LU N N Q J J Q 1 2 3 4 5 6 THROUGH PENETRANT MATERIAL STEEL IRON CONDUIT COPPER TUBING COPPER PIPE SPECIAL COND, 1A f A I 1 3 3 1A —IT1A 1A r A 4A I I 46 — - A 4A I I 4B r A 4A I I 4B 3 3 3 2 LA I ' 113 J i1 _ 2 2 — = 2 _ -- LA 16 LA 1B LA 1B ECTION A -A 1.WALL ASSEMBLY: THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE W SECTION A -A SECTION A -A SECTION A -A MATERIALS AND IN THE MANNER DESCRIBED IN THE 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION THE 1, OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD THE 1, OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD THE 1, OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE SHALL INCLUDE THE FOLLOWING CONSTRUCTION MATERIALS AND IN THE MANNER DESCRIBED IN THE MATERIALS AND IN THE MANNER DESCRIBED IN THE MATERIALS AND IN THE MANNER DESCRIBED IN THE FEATURES: \ INDIVIDUAL U300, U400 OR V400 SERIES WALL OR INDIVIDUAL U300, U400 OR V400 SERIES WALL OR INDIVIDUAL U300, U400 OR V400 SERIES WALL OR A. STUDS - WALL FRAMING MAY CONSIST OF EITHER PARTITION DESIGNS IN THE UL FIRE RESISITANCE PARTITION DESIGNS IN THE UL FIRE RESISITANCE PARTITION DESIGNS IN THE UL FIRE RESISITANCE WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO DIRECTORY AND SHALL INCLUDE THE FOLLOWING DIRECTORY AND SHALL INCLUDE THE FOLLOWING DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. Q CONSTRUCTION FEATURES: CONSTRUCTION FEATURES: CONSTRUCTION FEATURES: STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP O A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD CHANNELS SPACED MAX 24 IN. O.C. B. GYPSUM BOARD - WALLBOARD TYPE, THICKNESS, STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED NUMBER OF LAYERS, FASTENER TYPE AND SHEET 16 IN. O.C. WITH NOM. 2 BY 4 IN. LUMBER END PLATES AND 16 IN. O.C. WITH NOM. 2 BY 4 IN. LUMBER END PLATES AND 16 IN. O.C. WITH NOM. 2 BY 4 IN. LUMBER END PLATES AND ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL O CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE BY 1-3/8 IN, DEEP CHANNELS SPACED MAX 24 IN, O.C. BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. DIRECTORY. MAX DIAMETER OF OPENING IS 3-1/8 IN. B. GYPSUM BOARD - NOM. 5/8 IN. THICK, 4 FT. WIDE B. GYPSUM BOARD - NOM. 5/8 IN. THICK, 4 FT. WIDE B. GYPSUM BOARD - NOM. 5/8 IN. THICK, 4 FT, WIDE SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD 27HROUGH-PENETRANT DESCRIPTION: TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE ■ ■ INDIVIDUAL DESIGN IN THE UL FIRE RESISTANCE N/A N/A INDIVIDUAL DESIGN IN THE UL FIRE RESISTANCE INDIVIDUAL DESIGN IN THE UL FIRE RESISTANCE FIRESTOP SYSTEM, PIPE OR TUBING TO BE RIGIDLY DIRECTORY. MAX DIAMETER OF OPENING IS 14-1/2 IN. FOR DIRECTORY. MAX DIAMETER OF OPENING IS 14-1/2 IN. FOR DIRECTORY. MAX DIAMETER OF OPENING IS 14-1/2 IN. FOR SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. Q WOOD STUD WALLS AND 18 IN. FOR STEEL STUD WALLS, WOOD STUD WALLS AND 18 IN. FOR STEEL STUD WALLS. WOOD STUD WALLS AND 18 IN. FOR STEEL STUD WALLS. A.CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE: 1.NOM. 2 IN. DIA. OR SMALLER SDR 11 27HROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: CPVC PIPE FOR USE IN CLOSED (PROCESS A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: OR SUPPLY) PIPING SYSTEMS. THE NOM. 12 IN. DIA. OR SMALLER SCHED 10 NOM. 12 IN. DIA. OR SMALLER SCHED 10 NOM. 12 IN. DIA. OR SMALLER SCHED 10 ANNULAR SPACE BETWEEN PIPE AND STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. PERIPHERY OF OPENING SHALL BE MIN 1/4 &COPPER TUBING: &COPPER TUBING: &COPPER TUBING: IN. TO MAX 1/2 IN. NOM. 6" DIAM OR SMALLER TYPE L NOM. 6" DIAM OR SMALLER TYPE L NOM. 6" DIAM OR SMALLER TYPE L B.CROSSLINKED POLYETHYLENE (PEX) TUBING: OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. NOM. 1-1/2 IN. DIA OR SMALLER SDR 9 PEX ■, C. COPPER PIPE: C. COPPER PIPE: C. COPPER PIPE: TUBING FOR USE IN CLOSED (PROCESS NOM. 6" DIA OR SMALLER REGULAR NOM. 6" DIA OR SMALLER REGULAR NOM. 6" DIA OR SMALLER REGULAR OR SUPPLY) PIPING SYSTEMS. THE OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. ANNULAR SPACE BETWEEN TUBING AND D. OTHERS* D. OTHERS* D. OTHERS* PERIPHERY OF OPENING SHALL BE MIN 1/4 AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM IN. TO MAX 3/8 IN. DESCRIPTION. DESCRIPTION. DESCRIPTION. C. POLYVINYL CHLORIDE (PVC) PIPE: NOM. 2 IN. DIA. OR SMALLER SCHEDULE 40 Cn 3.PIPE COVERING: 3-PIPE COVERING: &PIPE COVERING: SOLID CORE OR CELLULAR CORE PVC NOM. 1 OR 2 IN THICK HOLLOW CYLINDRICAL HEAVY NOM.1 OR 2 IN THICK HOLLOW CYLINDRICAL HEAVY NOM. 1 OR 2 IN THICK HOLLOW CYLINDRICAL HEAVY PIPE FOR USE IN CLOSED (PROCESS OR DENSITY GLASS FIBER UNITS JACKETED ON THE OUTSIDE DENSITY GLASS FIBER UNITS JACKETED ON THE OUTSIDE DENSITY GLASS FIBER UNITS JACKETED ON THE OUTSIDE SUPPLY) PIPING SYSTEM. THE ANNULAR WITH AN ALL SERVICE JACKET. WITH AN ALL SERVICE JACKET. WITH AN ALL SERVICE JACKET. SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN 1/4 IN. TO MAX 1/2 >_ 4.FIRESTOP SYSTEM: INSTALLED SYMMETRICALLY ON 4.FIRESTOP SYSTEM: INSTALLED SYMMETRICALLY ON 4.FIRESTOP SYSTEM: INSTALLED SYMMETRICALLY ON IN. BOTH SIDES OF WALL ASSEMBLY DETAILS AS FOLLOWS: A. FILL, VOID OR CAVITY MATERIAL WRAP STRIP: BOTH SIDES OF WALL ASSEMBLY DETAILS AS FOLLOWS: A. FILL, VOID OR CAVITY MATERIAL WRAP STRIP: BOTH SIDES OF WALL ASSEMBLY DETAILS AS FOLLOWS: A. FILL, VOID OR CAVITY MATERIAL WRAP STRIP: F. OTHERS* AS DESCRIBED IN FULL SYSTEM NOM. 1/4 IN. THICK IMTUMESCENT ELASTOMERIC NOM. 1/4 IN. THICK IMTUMESCENT ELASTOMERIC NOM. 1/4 IN. THICK IMTUMESCENT ELASTOMERIC DESCRIPTION. MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. WIDE STRIPS. NOM. 2 IN. WIDE STRIP SUPPLIED IN 2 IN. WIDE STRIPS. NOM. 2 IN. WIDE STRIP SUPPLIED IN 2 IN. WIDE STRIPS. NOM. 2 IN. WIDE STRIP &FILL. VOID OR CAVITY MATERIAL CAULK OR SEALANT: TIGHTLY WRAPPED AROUND PIPE COVERING WITH SEAM TIGHTLY WRAPPED AROUND PIPE COVERING WITH SEAM TIGHTLY WRAPPED AROUND PIPE COVERING WITH SEAM MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR RATED BUTTED FOIL SIDE OUT. BUTTED FOIL SIDE OUT. BJJTTED FOIL SIDE OUT. WALL ASSEMBLIES AND MIN 1 IN. THICKNESS OF FILL B. MIN 1/4 IN. DIA. CONTINUOUS BEAD APPLIED TO THE B. MIN 1/4 IN. DIA. CONTINUOUS BEAD APPLIED TO THE B. MIN 1/4 IN. DIA. CONTINUOUS BEAD APPLIED TO THE MATERIAL FOR 2,3 OR 4 HR RATED WALL ASSEMBLIES, WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES EDGE OF THE WRAP STRIP LAYER APPROX 3/4 IN FROM EDGE OF THE WRAP STRIP LAYER APPROX 3/4 IN FROM EDGE OF THE WRAP STRIP LAYER APPROX 3/4 IN FROM OF WALL. THE WALL SURFACE. THE WALL SURFACE. THE WALL SURFACE. SYSTEM W-L-5001 V2 V3 SYSTEM W-L-5001. V2 SYSTEM W-L-5001.. V2 SYSTEM W-L-2384 V2 V3 C1 C4 C5 C6 NTS NTS NTS NTS 1A 1A 1A - 1A 1A A I I I- I � I A I I r I I A I I r I 1 A I I I-' A I I F- I I 3 3 3 3 3 3 3 3 3 3 J 1A Pr I I rA I- 2 L_A I L_A I LA I LA I LA I 3 3 iB iB iB � iB 16 SECTION A -A SECTION A -A SECTION A -A SECTION A -A SECTION A -A ASSEMBLY: 2 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL L_A 3 I THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM •. 1B \ WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE WALLBOARD/STUD WALL ASSEMBLY SHALL BE I CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES Q WALL OR PARTITION DESIGNS IN THE UL FIRE WALL OR PARTITION DESIGNS IN THE UL FIRE WALL OR PARTITION DESIGNS IN THE UL FIRE WALL OR PARTITION DESIGNS IN THE UL FIRE WALL OR PARTITION DESIGNS IN THE UL FIRE SECTION A -A O RESISITANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: RESISITANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: RESISITANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: RESISITANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: RESISITANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: 1.WALL ASSEMBLY: THE 1 OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF A. STUDS - WALL FRAMING MAY CONSIST OF WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD MATERIALS AND IN THE MANNER DESCRIBED IN THE O STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION 16 IN. O.C. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 16 IN. O.C. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 16 IN. O.C. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 16 IN. O.C. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 16 IN. O.C. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. SHALL INCLUDE THE FOLLOWING CONSTRUCTION B. GYPSUM BOARD -WALLBOARD TYPE, B. GYPSUM BOARD -WALLBOARD TYPE, B. GYPSUM BOARD - WALLBOARD TYPE, B. GYPSUM BOARD - WALLBOARD TYPE, B. GYPSUM BOARD - WALLBOARD TYPE, FEATURES: THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND A. STUDS - WALL FRAMING MAY CONSIST OF EITHER SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO ■ ■ INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS STEEL STUDS TO BE MIN 3-5/8 IN. WIDE AND SPACED MAX 24 Q 25-3/8 IN. 25-3/8 IN. 25-3/8 IN. 25-3/8 IN. 25-3/8 IN. IN. O.C. B. GYPSUM BOARD - WALLBOARD TYPE, THICKNESS, 2.TH ROUG H- PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 2.TH ROUG H- PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: NUMBER OF LAYERS, FASTENER TYPE AND SHEET ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE THE FIRESTOP SYSTEM, THE ANNULAR SPACE BETWEEN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN DIRECTORY. MAX DIAMETER OF OPENING IS 3-1/8 IN. PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN. 0 IN. TO MAX. 1-1/4 IN. PIPE, CONDUIT OR SHALL BE MIN. 0 IN. TO MAX. 1-1/4 IN. PIPE, CONDUIT OR SHALL BE MIN. 0 IN. TO MAX. 1-1/4 IN. PIPE, CONDUIT OR SHALL BE MIN. 0 IN. TO MAX. 1-1/4 IN. PIPE, CONDUIT OR SHALL BE MIN. 0 IN. TO MAX. 1-1/4 IN. PIPE, CONDUIT OR 27HROUGH-PENETRANT DESCRIPTION: TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF CABLES - AGGREGATE CROSS-SECTINAL AREA OF CABLE IN ■, WALL ASSEMBLY. WALL ASSEMBLY. WALL ASSEMBLY. WALL ASSEMBLY. WALL ASSEMBLY, OPENING TO BE MAX 44 PERCENT OF THE CROSS- A.STEEL PIPE: 1.NOM. 12 IN. DIA. OR SMALLER SCHED 10 A.STEEL PIPE: 1.NOM. 12 IN. DIA. OR SMALLER SCHED 10 A.STEEL PIPE: 1.NOM. 12 IN. DIA. OR SMALLER SCHED 10 A.STEEL PIPE: 1.NOM. 12 IN. DIA. OR SMALLER SCHED 10 A.STEEL PIPE: 1.NOM. 12 IN. DIA. OR SMALLER SCHED 10 SECTIONAL AREA OF THE OPENING. THE ANNULAR SPACE BETWEEN CABLES AND PERIPHERY SHALL BE MIN 0 IN. TO STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. MAX 1-1/2 IN. CABLES TO BE RIGIDLY SUPPORTED ON BOTH 2.NOM. 24 IN. DIA. OR SMALLER SCHED 40 2.NOM. 24 IN. DIA. OR SMALLER SCHED 40 2.NOM. 24 IN. DIA. OR SMALLER SCHED 40 2.NOM, 24 IN. DIA. OR SMALLER SCHED 40 2.NOM. 24 IN. DIA. OR SMALLER SCHED 40 SIDES OF WALL ASSEMBLY. STELL PIPE OR HEAVIER. STELL PIPE OR HEAVIER. STELL PIPE OR HEAVIER. STELL PIPE OR HEAVIER. STELL PIPE OR HEAVIER. B.IRON PIPE: B.IRON PIPE: B.IRON PIPE: B.IRON PIPE: B.IRON PIPE: A.3 / C NO. 3 / 0 OR SMALLER COPPER CONDUCTOR NOM. 24 IN. DIA OR SMALLER CAST OR NOM. 24 IN. DIA OR SMALLER CAST OR NOM. 24 IN. DIA OR SMALLER CAST OR NOM. 24 IN. DIA OR SMALLER CAST OR NOM. 24 IN. DIA OR SMALLER CAST OR POLYVINYL CHLORIDE (PVC) JACKETED ALUMINUM CLAD OR DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. STEEL CLAD TEK CABLE WITH XLPE INSULATION, C.CONDUIT: C.CONDUIT: C.CONDUIT: C.CONDUIT: C.CONDUIT: NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL NOM. 4 IN. DIA. OR SMALLER STEEL B.2 / C NO. 10 AWG OR SMALLER COPPER CONDUCTOR PVC ELECTRICAL METAL TUBING. ELECTRICAL METAL TUBING. ELECTRICAL METAL TUBING. ELECTRICAL METAL TUBING. ELECTRICAL METAL TUBING. JACKETED CABLE WITH XLPE INSULATION. >_ D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: D.COPPER TUBING: NOM. 6 IN. DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. NOM. 6 IN. DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. NOM. 6 IN. DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. NOM. 6 IN. DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. NOM. 6 IN. DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. C.THROUGH-PENETRANT PRODUCT: MAX 3/ C NO.2 AWG OR SMALLER ALUMINUM E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: E. COPPER PIPE: OR STEEL CLAD ARMORED CABLE OR NOM. 6 IN. DIA OR SMALLER REGULAR NOM. 6 IN. DIA OR SMALLER REGULAR NOM. 6 IN. DIA OR SMALLER REGULAR NOM. 6 IN. DIA OR SMALLER REGULAR NOM. 6 IN. DIA OR SMALLER REGULAR ALUMINUM OR STEEL CLAD METAL CLAD OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. CABLE WITH COPPER CONDUCTORS. F. OTHERS* F. OTHERS* F. OTHERS* F. OTHERS* F. OTHERS* AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM D. OTHERS* DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. AS DESCRIBED IN FULL SYSTEM DESCRIPTION. &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: 3.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: &FILL. VOID OR CAVITY MATERIAL CAULK OR SEALANT: 3.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR RATED MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR RATED MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR RATED MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR RATED MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR RATED &FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: WALL ASSEMBLIES AND 1 IN. THICKNESS OF FILL WALL ASSEMBLIES AND 1 IN. THICKNESS OF FILL WALL ASSEMBLIES AND 1 IN. THICKNESS OF FILL WALL ASSEMBLIES AND 1 IN. THICKNESS OF FILL WALL ASSEMBLIES AND 1 IN. THICKNESS OF FILL MIN 5/8 IN. OR 1-1/4 IN. THICKNESS OF FILL MATERIAL FOR 1 MATERIAL FOR 2,3 OR 4 HR RATED WALL ASSEMBLIES, MATERIAL FOR 2,3 OR 4 HR RATED WALL ASSEMBLIES, MATERIAL FOR 2,3 OR 4 HR RATED WALL ASSEMBLIES, MATERIAL FOR 2,3 OR 4 HR RATED WALL ASSEMBLIES, MATERIAL FOR 2,3 OR 4 HR RATED WALL ASSEMBLIES, OR 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH OF WALL. MIN 1/2 IN. DIA. BEAD OF CAULK APPLIED TO OF WALL. MIN 1/2 IN. DIA. BEAD OF CAULK APPLIED TO OF WALL. MIN 1/2 IN. DIA. BEAD OF CAULK APPLIED TO OF WALL. MIN 1/2 IN. DIA. BEAD OF CAULK APPLIED TO OF WALL. MIN 1/2 IN. DIA. BEAD OF CAULK APPLIED TO SURFACES OF WALL. CAULK TO BE FORCED INTO GYPSUM BOARD. GYPSUM BOARD. GYPSUM BOARD. GYPSUM BOARD. GYPSUM BOARD. INTERSTICES OF CABLE GROUP TO MAX EXTENT POSSIBLE. MIN. 1/2 IN. DIA. BEAD OF FILL MATERIAL. SYSTEM W-L-1338 V2 V3 W-L-1338" V2 SYSTEM W-L-1338..""V2 SYSTEM W-L-3245 V2 V3NTS Al A2�!�STEM �!�ST�EM�W-�L-13�88�V�2 )�!�ST�EM�W-�L-13�88._V2.. NTS NTS E C B chapuis design group arch itecture.pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1813.667.2340 CGDPA - FL # AA-26003049 expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com Project #: 21005054 a� • exp. Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5-CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 Advent Health AHCA CLIENT CODE / FILE NUMBER: 23/100046-127-1 PROJECT NUMBER 042-21.177.01 ORIGINAL ISSUE MARCH 11, 2021- PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 LANDSCAPE ARCHITECT I n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER CDG ARCHITECTURE EQUIPMENT PLANNER n/a DRAWN BY SO GENERAL UL THROUGH - PENETRATION FIRESTOP SYSTEMS SCALE 1 1l2" = V-0" G=033 IDE 1 2 3 4 5 6 CONTRACT DOCUMENTS 1 2 3 4 5 6 E 0 B A >E J m LU N cn Q J J Q THROUGH PENETRANT MATERIAL STEEL IRON CONDUIT COPPER TUBING COPPER PIPE SPECIAL COND. 1A I 1A ( r A r A r A r A 4 3O 3 4 4 3 3 4 4 3 3 4 4 33 4 A 2 1; A 2 A 2 A 2 J 4 1B 4 1B 4 1B 4 16 SECTION A -A SECTION A -A SECTION A -A SECTION A -A UJ 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: THE 1 OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD THE 1 OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD THE 1 OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD THE 1 OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE MATERIALS AND IN THE MANNER DESCRIBED IN THE MATERIALS AND IN THE MANNER DESCRIBED IN THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION SHALL INCLUDE THE FOLLOWING CONSTRUCTION SHALL INCLUDE THE FOLLOWING CONSTRUCTION SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: FEATURES: FEATURES: FEATURES: Q A. STUDS - WALL FRAMING MAY CONSIST OF EITHER A. STUDS - WALL FRAMING MAY CONSIST OF EITHER A. STUDS - WALL FRAMING MAY CONSIST OF EITHER A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. O STEEL STUDS TO BE MIN 3-5/8 IN. WIDE SPACED MAX 24 IN. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE SPACED MAX 24 IN. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE SPACED MAX 24 IN. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE SPACED MAX 24 IN. O.C. O.C. O.C. O.C. B. GYPSUM BOARD - NOM. 5/8 IN. BY 4 FT. WIDE WITH B. GYPSUM BOARD - NOM. 5/8 IN. BY 4 FT. WIDE WITH B. GYPSUM BOARD - NOM. 5/8 IN. BY 4 FT. WIDE WITH B. GYPSUM BOARD - NOM. 5/8 IN. BY 4 FT. WIDE WITH O SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS 7-1/2 IN. 7-1/2 IN. N/A 7-1/2 IN. 7-1/2 IN. N/A Q 23HROUGH-PENETRANT DESCRIPTION: 2.THROUGH-PENETRANT DESCRIPTION: 23HROUGH-PENETRANT DESCRIPTION: 23HROUGH-PENETRANT DESCRIPTION: ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. A.STEEL PIPE: NOM. 4 IN. DIA. OR SMALLER SCHED 40 A.STEEL PIPE: NOM. 4 IN. DIA. OR SMALLER SCHED 40 A.STEEL PIPE: NOM. 4 IN. DIA. OR SMALLER SCHED 40 A.STEEL PIPE: NOM. 4 IN. DIA. OR SMALLER SCHED 40 STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. Cn B. IRON PIPE: B. IRON PIPE: B. IRON PIPE: B. IRON PIPE: NOM. 4 IN. DIA. OR SMALLER CAST OR NOM. 4 IN. DIA, OR SMALLER CAST OR NOM. 4 IN. DIA. OR SMALLER CAST OR NOM. 4 IN. DIA. OR SMALLER CAST OR DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. ^ C.COPPER TUBING: C.COPPER TUBING: C.COPPER TUBING: C.COPPER TUBING: NOM. 2 IN. DIA. OR SMALLER TYPE L NOM. 2 IN. DIA. OR SMALLER TYPE L NOM. 2 IN. DIA. OR SMALLER TYPE L NOM. 2 IN. DIA. OR SMALLER TYPE L OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. D. COPPER PIPE: D. COPPER PIPE: D. COPPER PIPE: D. COPPER PIPE: NOM. 2 IN. DIA. OR SMALLER REGULAR NOM. 2 IN. DIA. OR SMALLER REGULAR NOM. 2 IN. DIA. OR SMALLER REGULAR NOM. 21N. DIA. OR SMALLER REGULAR OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. OR HEAVIER COPPER PIPE. D. OTHERS* D. OTHERS* D. OTHERS* D. OTHERS* (n AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM AS DESCRIBED IN FULL SYSTEM nDESCRIPTION. DESCRIPTION. DESCRIPTION. DESCRIPTION. 3.TUBE INSULATION -PLASTIC: 3.TUBE INSULATION -PLASTIC: 3.TUBE INSULATION -PLASTIC: 3.TUBE INSULATION -PLASTIC: NOM. 1/2 OR 3/4 IN THICK ACRYLONITRILE BUTADIENE / NOM. 1/2 OR 3/4 IN THICK ACRYLONITRILE BUTADIENE / NOM. 1/2 OR 3/4 IN THICK ACRYLONITRILE BUTADIENE ! NOM. 1/2 OR 3/4 IN THICK ACRYLONITRILE BUTADIENE / POLYVINYL CHLORIDE (AB / PVC) FLEXIBLE FOAM POLYVINYL CHLORIDE (AB / PVC) FLEXIBLE FOAM POLYVINYL CHLORIDE (AB / PVC) FLEXIBLE FOAM POLYVINYL CHLORIDE (AB / PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. THE ANNULAR SPACE FURNISHED IN THE FORM OF TUBING. THE ANNULAR SPACE FURNISHED IN THE FORM OF TUBING. THE ANNULAR SPACE FURNISHED IN THE FORM OF TUBING. THE ANNULAR SPACE BETWEEN TUBE INSULATION AND THE PERIPHERY OF BETWEEN TUBE INSULATION AND THE PERIPHERY OF BETWEEN TUBE INSULATION AND THE PERIPHERY OF BETWEEN TUBE INSULATION AND THE PERIPHERY OF OPENING SHALL BE MIN. 0 IN. TO MAX. 1 IN. OPENING SHALL BE MIN. 0 IN. TO MAX. 1 IN. OPENING SHALL BE MIN. 0 IN. TO MAX. 1 IN. OPENING SHALL BE MIN. 0 IN. TO MAX. 1 IN. 4.FILL. VOID OR CAVITY MATERIAL CAULK OR SEALANT: 4.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: 4.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: 4.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: MIN 5/8 IN. OR 1-1/4 IN, THICKNESS OF FILL MATERIAL WITHIN MIN 5/8 IN. OR 1-1/4 IN. THICKNESS OF FILL MATERIAL WITHIN MIN 5/8 IN. OR 1-1/4 IN. THICKNESS OF FILL MATERIAL WITHIN MIN 5/8 IN. OR 1-1/4 IN. THICKNESS OF FILL MATERIAL WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL, FOR THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL, FOR THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL, FOR THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL, FOR 1 AND 2 HR. RATED ASSEMBLIES, RESPECTIVELY. MIN. 1/2 IN. 1 AND 2 HR. RATED ASSEMBLIES, RESPECTIVELY. MIN. 1/2 IN. 1 AND 2 HR. RATED ASSEMBLIES, RESPECTIVELY. MIN. 1/2 IN. 1 AND 2 HR. RATED ASSEMBLIES, RESPECTIVELY. MIN. 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL BE APPLIED ON BOTH DIA. BEAD OF FILL MATERIAL SHALL BE APPLIED ON BOTH DIA. BEAD OF FILL MATERIAL SHALL BE APPLIED ON BOTH DIA. BEAD OF FILL MATERIAL SHALL BE APPLIED ON BOTH SIDES OF WALL. SIDES OF WALL. SIDES OF WALL. SIDES OF WALL. SYSTEM W-L-5217 V2 V3 SYSTEM W-L-5217. V2 SYSTEM W-L-5217.. V2 SYSTEM W-L-5217... V2 C1 C2 C4 C5 NTS NTS NTS NTS rA rA 1—A r—A 3 4 3 4 3 4 3 4 4 3 4 3 4 3 4 3 A 2 4 iB A 2 4 iB A 2 4 iB A 2 _41 4 16 W SECTION A -A SECTION A -A SECTION A -A SECTION A -A 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: 1.WALL ASSEMBLY: THE 1, 2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD THE 1, 2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD THE 1, 2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD THE 1, 2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE MATERIALS AND IN THE MANNER DESCRIBED IN THE MATERIALS AND IN THE MANNER DESCRIBED IN THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL OR PARTITION INDIVIDUAL U300, U400 OR V400 SERIES WALL OR PARTITION INDIVIDUAL U300, U400 OR V400 SERIES WALL OR PARTITION INDIVIDUAL U300, U400 OR V400 SERIES WALL OR PARTITION Q DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND DESIGNS IN THE UL FIRE RESISITANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION SHALL INCLUDE THE FOLLOWING CONSTRUCTION SHALL INCLUDE THE FOLLOWING CONSTRUCTION SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: FEATURES: FEATURES: FEATURES: O A. STUDS - WALL FRAMING MAY CONSIST OF EITHER A. STUDS - WALL FRAMING MAY CONSIST OF EITHER A. STUDS - WALL FRAMING MAY CONSIST OF EITHER A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. O STEEL STUDS TO BE MIN 3-5/8 IN. WIDE SPACED MAX 24 IN. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE SPACED MAX 24 IN. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE SPACED MAX 24 IN. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE SPACED MAX 24 IN. O.C. B. GYPSUM BOARD - THE GYPSUM WALLBOARD O.C. B. GYPSUM BOARD - THE GYPSUM WALLBOARD O.C. B. GYPSUM BOARD - THE GYPSUM WALLBOARD O.C. B. GYPSUM BOARD - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300, U400 OR V400 SERIES DESIGN IN THE UL INDIVIDUAL U300, U400 OR V400 SERIES DESIGN IN THE ULN/A INDIVIDUAL U300, U400 OR V400 SERIES DESIGN IN THE UL INDIVIDUAL U300, U400 OR V400 SERIES DESIGN IN THE UL N/A FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING QIS 18 IN. IS 18 IN. IS 18 IN. IS 18 IN. 2.TH ROUG H- PENETRANT DESCRIPTION: 23HROUGH-PENETRANT DESCRIPTION: 27HROUGH-PENETRANT DESCRIPTION: 23HROUGH-PENETRANT DESCRIPTION: ONE METALLIC PIPE OR TUBING TO BE INSTALLED EITHER ONE METALLIC PIPE OR TUBING TO BE INSTALLED EITHER ONE METALLIC PIPE OR TUBING TO BE INSTALLED EITHER ONE METALLIC PIPE OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: A.STEEL PIPE: NOM. 12 IN. DIA. OR SMALLER SCHED 40 NOM. 12 IN. DIA. OR SMALLER SCHED 40 NOM. 12 IN. DIA. OR SMALLER SCHED 40 NOM. 12 IN. DIA. OR SMALLER SCHED 40 STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. STEEL PIPE OR HEAVIER. ^ B. IRON PIPE: B. IRON PIPE: B. IRON PIPE: B. IRON PIPE: NOM. 12 IN. DIA. OR SMALLER CAST OR NOM. 12 IN. DIA. OR SMALLER CASTOR NOM. 12 IN. DIA. OR SMALLER CAST OR NOM. 12 IN. DIA. OR SMALLER CAST OR DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. DUCTILE IRON PIPE. C.COPPER TUBING: C.COPPER TUBING: C.COPPER TUBING: C.COPPER TUBING: NOM. 4 IN. DIA. OR SMALLER TYPE L NOM. 4 IN. DIA. OR SMALLER TYPE L NOM. 4 IN. DIA. OR SMALLER TYPE L NOM. 4 IN. DIA. OR SMALLER TYPE L OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. OR HEAVIER COPPER TUBING. D. COPPER PIPE: D. COPPER PIPE: D. COPPER PIPE: D. COPPER PIPE: NOM. 4 IN. DIA. OR SMALLER REGULAR NOM. 4 IN. DIA. OR SMALLER REGULAR NOM. 4 IN. DIA. OR SMALLER REGULAR NOM. 4 IN. DIA. OR SMALLER REGULAR OR HEAVIER COPPER PIPE. D. OTHERS* OR HEAVIER COPPER PIPE. D. OTHERS* OR HEAVIER COPPER PIPE. D. OTHERS* OR HEAVIER COPPER PIPE. D. OTHERS* AS DESCRIBED IN FULL SYSTEM DESCRIPTION. AS DESCRIBED IN FULL SYSTEM DESCRIPTION. AS DESCRIBED IN FULL SYSTEM DESCRIPTION. AS DESCRIBED IN FULL SYSTEM DESCRIPTION. 3.PIPE COVERING: &PIPE COVERING: &PIPE COVERING: 3.PIPE COVERING: NOM. 2 IN THICK HOLLOW CYLINDRICAL HEAVY DENSITY NOM. 2 IN THICK HOLLOW CYLINDRICAL HEAVY DENSITY NOM. 2 IN THICK HOLLOW CYLINDRICAL HEAVY DENSITY NOM. 2 IN THICK HOLLOW CYLINDRICAL HEAVY DENSITY GLASS FIBER UNITS JACKETED ON THE OUTSIDE. THE GLASS FIBER UNITS JACKETED ON THE OUTSIDE. THE GLASS FIBER UNITS JACKETED ON THE OUTSIDE. THE GLASS FIBER UNITS JACKETED ON THE OUTSIDE. THE ANNULAR SPACE BETWEEN THE INSULATED PIPE AND THE ANNULAR SPACE BETWEEN THE INSULATED PIPE AND THE ANNULAR SPACE BETWEEN THE INSULATED PIPE AND THE ANNULAR SPACE BETWEEN THE INSULATED PIPE AND THE EDGE OF THE OPENING SHALL BE MIN. 0 IN. TO MAX. 1-1/4 IN. EDGE OF THE OPENING SHALL BE MIN. 0 IN. TO MAX. 1-1/4 IN. EDGE OF THE OPENING SHALL BE MIN. 0 IN. TO MAX. 1-1/4 IN. EDGE OF THE OPENING SHALL BE MIN. 0 IN. TO MAX. 1-1/4 IN. SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) IN SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) IN SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) IN SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) IN BUILDING MATERIALS DIRECTORY FOR NAMES OF BUILDING MATERIALS DIRECTORY FOR NAMES OF BUILDING MATERIALS DIRECTORY FOR NAMES OF BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. MANUFACTURERS. MANUFACTURERS. MANUFACTURERS. 4.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: 4.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: 4.FILL. VOID OR CAVITY MATERIAL CAULK OR SEALANT: 4.FILL, VOID OR CAVITY MATERIAL CAULK OR SEALANT: MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR FIRE MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR FIRE MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR FIRE MIN 5/8 IN. THICKNESS OF FILL MATERIAL FOR 1 HR FIRE RATED WALL ASSEMBLIES AND MIN. 1 IN. THICKNESS OF FILL RATED WALL ASSEMBLIES AND MIN. 1 IN. THICKNESS OF FILL RATED WALL ASSEMBLIES AND MIN. 1 IN. THICKNESS OF FILL RATED WALL ASSEMBLIES AND MIN. 1 IN. THICKNESS OF FILL MATERIAL FOR 2,3 AND 4 HR FIRE RATED WALL MATERIAL FOR 2,3 AND 4 HR FIRE RATED WALL MATERIAL FOR 2,3 AND 4 HR FIRE RATED WALL MATERIAL FOR 2,3 AND 4 HR FIRE RATED WALL ASSEMBLIES, APPLIED WITHIN THE ANNULUS, FLUSH WITH ASSEMBLIES, APPLIED WITHIN THE ANNULUS, FLUSH WITH ASSEMBLIES, APPLIED WITHIN THE ANNULUS, FLUSH WITH ASSEMBLIES, APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN. 1/2 IN. DIA. BEAD OF FILL BOTH SURFACES OF WALL. MIN. 1/2 IN. DIA. BEAD OF FILL BOTH SURFACES OF WALL. MIN. 1/2 IN. DIA. BEAD OF FILL BOTH SURFACES OF WALL. MIN. 1/2 IN. DIA. BEAD OF FILL MATERIAL SHALL BE APPLIED ON BOTH SIDES OF WALL. MATERIAL SHALL BE APPLIED ON BOTH SIDES OF WALL. MATERIAL SHALL BE APPLIED ON BOTH SIDES OF WALL. MATERIAL SHALL BE APPLIED ON BOTH SIDES OF WALL. W-L-5218 V2 V3 SYSTEM W-L-5218. V2 SYSTEM W-L-5218-. V2 SYSTEM W-L-5218... V2 CSYSTEM A2 CA4)- A5 NTS NTS NTS NTS chapuis design group architecture.pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1813.667.2340 CGDPA - FL # AA-26003049 expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com Project #: 21005054 •�•� exp. Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5-CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 ° Advent Health B A AHCA CLIENT CODE I FILE NUMBER: 23/100046-127-1 MARK DATE DESCRIPTION PROJECT NUMBER 042-21.177.01 ORIGINAL ISSUE MARCH 11, 2021- PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER CDG ARCHITECTURE EQUIPMENT PLANNER n/a DRAWN BY SO GENERALUL THROUGH - PENETRATION FIRESTOP SYSTEMS SCALE 1 1/2" = 1'-0" G=034 I TIE 1 2 3 4 5 6 CONTRACT DOCUMENTS 1 2 3 4 5 6 1= i B F11 Fil N 62 m DAYTANK ROOM- EOSL4,4 6 zle ._-_ GBBNTOR 68J *[C _J\ 34 34 j ---.; C� -rp% SOLER ROOM III ROOM 61STRO MCC-2 ES EXISTM BWSD. VDP-PH` C X tF Ct 34 STAIRS' CAPACITY 153 ENTRANCE: 36"/.2 = 180 STAIR: 46"/.3 = 153 DISCHARGE 36"/.2 = 180 LEVELOFDISCHARGE FIRSTR.00R ri&�qwiIrl-" LLJ fire pmp— ErgENGINEERING SPORAOIE TOOLSECKIIII �s. ;E C- STAIR'C' CAPACITY 153 ENTRANCE: 36"/.2 = 180 STAIR: 46"/.3 = 153 DISCHARGE:- 36"/.2 = 180 LEVELOFDISCHARGE: FIRSTFLOOR FOE FL* �s SHOP IF 10 OFF STG *1 -- 0 OFF. H H Ex OFFICE <16, !SiPEN WA 0 J-L IOMM 16-17 BREE4EWAY OFEEIIEWAY SUFI 14A5 TRALw SLOOD DAN SJI J T PASS. 12 L F1 i TR40 a"TRIC GAS EAAM [LRT MM*"M SOLATION 18 ON Fi� 1-208 or 0 CALL OF. 10 0 0 0 L FEC III x OFFICE PROCESSEDSTORIES TOD' U" 41 ELECI 1 H OFFICE C TRAVEL' A L SAKERY PASS 0 IE 0 R '-Im HOWENSM 10 9 = Fm cp OFFIOE — ------ LOCKERS OFFICE NIFISE EXAM 19 _j77r CORP. HALL 1-92 E.. F 00 OFFICE rSTAT-ON CARTWASHER 8TbW STERI -- -Il I PAM WC ELEV H SOILHKILD �0 =FEC OR VEST VEST H �rl CAR PLw--Am EXTERALSBIVICE WASH ----- --- CORI" DRYSTOR OFFICE CORA IF �0 I ELEV OFFICE OFFICE OFFICE PREP&PACK I EXAM20 W-LCKR 80 CORP. 45 L7 45 REC. OFFICE DE-CONTAM. 0, 671-011 *J 14 VOLLATEER I dF Sao 1, HSI OPENkIRBREEZIEWAY OPEN AIR OFFICE COPP -LCKR 8781 SREMAY Wading *'�-F] COFER 42 j: EKA TRAVELDISTANCE g STAFF TRANMFOO1A o LOLINGE — STO OFFICE 33 33 17 s TLT YLT f 1 1, 1 , LJ C El E 221 H H H EXAM F SECURE TILT HOLD 0 ELEV EXAM 1566 EIN EXAM 00 I L, ISIN u LJ 0 U, BREAKDOWN CONSULT I i5m EXAM _rr /41T 1 — 15M DAM 1:S 0 , ELECTRICAL me tT FE A.COVE L VEST 41' DRY STORL Lx 14 STAIR'G' CAPACITY 153 ENTRANCE: 36"/.2 = 180 STAIR: 46"/.3 = 153 DISCHARGE 36"/.2 = 180 LEVEL OF DISCHARGE: FIRST FLOOR STAIRW' CAPACITY 153 ENTRANCE 36"/.2 = 180 STAIR: 46"/.3 = 153 UP DISCHARGE 36"/.2 = 180 LEVELOF DISCHARGE: GROUNDFLOOR WASTEMATERALS 67 CL CL 4 SOLED %WHII UNEN POOL HODG HYDRO. WHIRL- THERAPY I TRT PI F EC CJ TR7 OFFICE 1> Al k�c R /. L - �-1 OFFICE WOMON STAFF CORR TRT AB, FEC 2", CoI LET MI 50 TD = 16 BA TILT 1 L MECHL COVERED 1 F EXAM 1570 EXAM1569 -L,EMAM1567 ISM STATION EXAM WALK OPENSUPPILY EKAM AIDESI L L — ---------- -- 7-- WORK EXAM 24 EXAM 23 F 61 TRIT Lc F F 65 r H ---- - I I I tT TLT TLT nT V REFRIGERATOR REF FREM FREEZER PHYS THERY -4 TAAVEL TRAVEL DISTANCE 63' CORREurw OPEN TLT PEW TILT 1LT TILT 1561 NURSE i �7 I �1- 1 81 BREAK 56 PI BED REPAIR�Si STAFF ji STATION OBSEWCAREcn; TRT 781-5" SKANGE T PAVE DETANCE Comm LOUNGE old] EYAM1551 I L EXAMIS53 LJ L.RAM 1555 EXAM 1557 STATION am 1900 EXAM CLEAN TRT PIS ILIn.E OBSERVICARE DIETARYSERVICES NJ'PLY STAIR SOL As HOLD 32 N.O,.C. -2 REPT 1.102 Lj BI. Mad Ow uffid. No Mod TCIET' FIE COPE I 'CRI __] ---- -- - - - -------- Ll L' - RIEDER QI) FAST HOLD TWO T,FA TRACK (LIT TRW ME Somin Corr*, L IF Nr- FAST FAST am am EXAM E SPERVISOR Ism 154 ism 15M a PELVIC TRACK TRACK -ILI E PEDS GYM 159 EXAM Ll F-7 'CRI T— DET EL OFFICE ELEV. VESTRILE F96 PEDIATRICIVAITING REOEFTW OBSW TLT OFFIDE RIF CIFICULATION SEREAV OFFICE COBB TILT RT TILT cncuunon OFFICES I *d I Ll X Svc Svc STOR PHIS DICT TLT ELEC OFFICE OFFICE 0 ELH. ELEV. AHU # 1 FE — FF S-2 9.3 mw 41 OFFICE OFFICE FV CHAP& MK)Kkd wm M AREA I I EEV. 1 C L TRADE TRI RECEPT LOUIGE HK TEL W WORK Em. HOSP. AHU 1117 1E I E-1ILA KIBUC PUBLIC HOSP. OFFICE PBX CLOSET ELEV. ELEV. ELEV, M.smtr _ICJ OFFICE x WOMENS PUBLIC CORRIDOR (�� � * CLOS 2-10 r TLT J 1 8.1 B-2 S-4 RJL MEN& RA OFFICE VEST -FE—& i LF:7EC] X 11 F —Aff R amm CORRIDOR• DOORDOOR �S> EIN. LOW wow COFFIDOR — -- ------------- A!, E.W.C. CRT2-91 ALM OFFICE TELEPHONE WORK SECLPTY EIw MALE EQUIPMENT OFFICE SUPPLY CT SCAN CONTROL CTSCAN A2 ELEVATOR L OFFICE ROOM LOBBY 'T, P.B. DOCTORS I i ATRIUM LOBBY (HIGH CEIUG) A, ECHO SOLlm 0141401 1 i I LIN CLO T -0 1 1 TRT Ulm i 1 mm WALE AHU FE G.T. SCAN Al *, DO" DICTATION VEST. WNW WgL REST 024 T1117 SPI -FT DRY Th" ROOM CORRIDOR </S,' ;EX 68 PFOC Lc� ELEV PIT W.CENTER AM C) D 137'-8" 1I F Sm TITT Con OORRIDOR et 168 > NFORWITION SPEECH THEFrY PRESCHOOL x(P TRAVEL C16ACE WOMEN KITCHEN II VIVCL D A.Y. �TOP OFFICE ]I. ! PLAY L D CORI PEDS xl I DIS1''Qyn'JrV1Cc j AN H.C. OFFICE M*LobbyM TLWRT TR7 OBSwII 0-0 OFFICEALCOVE FADFILLMONARYIn TR4*i STOR FUNAB�Rt - *� BATH EC**F I t RAD C 4, < T Sm L AN CFICE COPY H.C. LE W. 091.1 Conwk aXYGENSFORAGE SUPPLY cow" I OFFICE RAVM Sm SUB -WAIT DRESS BOARD 1 1 OFFICE D GFTSHDP PUBLIC STAIR NO. I Lc* ED, OFFICE -�E-CIE HP D L r --- WOMEN # C DRMN CORP. 44 / 7� 44 7 Won L 8 TRAVEL D 022 RAVEL D CAPACITY 153 WAMPM 591 E FEC ENTRANCE: 3 /.2 = 180 i PTS FFEC] av COPE{ D03 <S> WAITNIG COMMON M. STAIR: 4 '1 = 153 Aw to, PA OFFICE I EC CARDIO-REHAS NAAW HC TILT. 3 FEC DISCHARGE: 6"/.2 = 180 OFFICE \S) WY 1 B— D RECEPT. CIR By. WAM IN 009 OFFICE RECEPTION LEVELOFDISCRARGE- FIRSTR= \FN VFW STORAGE FEC OR 009 VEST �1` 1 -1 7 < 32 FE I El FORAGE VT HIC RT. 43 V#m WAITING OFFICE FEOd F STAFF1 1 D OFFICE OFFICE CEOOm DUST. STAIR *-Cl H.C. PASSAGE OFFICE Ennm woR1CONIF. .......... STAR VIR -TESS Sm NOJ HC. T11- OREI�L- L LIP It RA F STAIR'L' VDr GENERN. GEMERA. 41 X-RAY FIRE ACCESS SP STAIR V FEC SI MITIwPla i 1�4 X-RAY X-RAY CORPIDOR H.C. STAIR -1 -Fm- RT. OFFICE OFFICE OFFICE F. OFFICE a I I CONF. IN. 97 OFFICE PASSAGE RT swim 451 PE@�, N.C. OPER A❑ OFfn HOLD IN Eo. UC.h FM. FEC IT , ffq� S� X 1% t 13 TRAVEL Mc,,"E /'-6 OFFICE cow" TRA VEL DikkE 142'-0"-, HOT LAB —5K-- NUC, MED. LT Waiting I mm �i - 1ULTRASOUND STAIR'E' RAMP CAPACITY im vy PICK 0 36"/.2 = 180 1A ENTRANCE: -C* Li N.C. . STAIR: 46"J.3 = 153 TLTM& STARE DISCHARGE: 36"/.2 = 180 P --J LEVELOF DISCHARGE: FIRSTROOR OS ULTRA SOW ULTRA, SOUND I - J i ,, 1 `�S�- H.C. LIFT H.C. ENTRY \ •�' 42 RECEIVING LOADING DOCK FEC-11 OPENAMBREEZEWAY FE OPENAIR BREEZEWAY MECH. OFFICE HVAC STAIR'L' CAPACITY 153 ENTRANCE: 36"/.2 = 180 STAIR: 46"/.3 = 153 DISCHARGE, 36"/.2 = 180 LEVELOF DISCHARGE: FIRSTR.00R STAIR'M' CAPACITY 153 ENTRANCE 36"/.2 = 180 STAIR: 46'1 = 153 DISCHARGE: 36'1 = 180 LEVEL. OF DISCHARGE: GAOL FLOOR POOL 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. E AN chapuis design group architecture.pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1813.667.2340 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 www.exp.com 0 -"ex 0 Project #: 20 Cert of Auth1: 0297015054 ID PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5- CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 0 a c Advent Health AHCA CLIENT CODE / FILE NUMBER: 23/100046-127-1 PROJECT NUMBER 042-21-177.01 ORIGINAL ISSUE MARCH 11, 2021 - PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER CDG ARCHITECTURE EQUIPMENT PLANNER n/a DRAWN BY SO ) 4.1 PLAN - LVL 1 - LIFE SAFETY - EXISTING LEVEL OF A DISCHARGE PROJECT I NORTH SCALE1 As indicated 0 LID LS=101 PLAN - LEVEL 1 - EXISTING LEVEL OF DISCHARGE 1 " = 20'-0" 1 2 3 4 5 6 CONTRACT DOCUMENTS 1 2 3 4 5 6 i+nwseroE Bi+rsnws wnrniiry rvne� u.errnrE�u .+.,wBrs�e new n_nne enc� VR✓1\V 1 IlV V E tV1\ AV e s V I E I B e Ill 11l BB\rGV 1 IV I\ a r%W III 7e% Rr1f7V Vr�7 E B A GROUP GROUP2 GROUP3 LOWEST RISK MEDIUM RISK MEDIUM -HIGH RISK 1.0 Office Areas 1.0 All other patient care areas 1.0 Emergency Departments (e.g. cardiac rehab, ambulatory care clinics unles 2.0 Unoccupied wards 2.0 Outpatient clinics (except for 2.0 Radiology / MRI oncology and surgerv) 3.0 Admissions/Discharge units 3.0 Post Anesthesia Care Unit 4.0 Labor and Delivery 5.0 Normal Newborn Nurseries 6.0 Same Day Surgery 7.0 Nuclear Medicine 8.0 Physiotherapy tank areas 9.0 Echocardiology 10.0 Laboratories 11.0 Gen Med/surg units other ti' those listed in Grp 4 12.0 Pediatrics PROJECT AREA 2.0 All ORs 3.0 Oncology units and outpatient clinics for cancer patients 4.0 Transplant units and outpatient clinics 5.0 Wards and outpatient clinics for patients with AIDS or other immunodeficiencv 6.0 Dialysis 7.0 Tertiary care nurseries 8.0 Labor & Delivery Operating Rooms 9.0 All Cardiac Catherizatlon & Anqioqraphy areas 10.0 Cardiovascular/Cardiology patients 11.0 Anesthesia areas 12.0 All Endoscopy areas 13.0 Pharmacy admixture areas 14.0 Sterile processing rooms STIAI c F. �1 pY'" EQUIPMENT STORAGE !.+' A �i`.. �: BMBSiEt10.E BOUIPAENT OE �:. ' ` Sl E"MENT S __ I �• I STORAGE � 19"COMt RBRLRC181 CORRIDOR �,. S, S F CLEAN SUPPLY ..--- -.-- -- -E---j - `FCV , 80 _ _ ---- .NOUBEKEEPNIO f -j _ _ � / C 41 OFFICE - - C BcovE F C] E g> S? f.__. BEEP BUBSTFRAE • �� 1=@Y 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. 2. Immediately replace a ceiling tile displaced for visual ginspection 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 U 2. Water mist work surfaces to control dust while cutting. covered containers. g3. Seal unused doors with duct tape. 3. Wet mop and/or vacuum with HEPA filtered vacuum U 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 CO control cube method (cart with plastic covering and sealed Services Department. g connection to work site with HEPA vacuum for vacuuming 2. Remove barrier materials carefully to minimize U 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 4. Seal holes, pipes, conduits, and punctures work is being performed. appropriately. U 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. BED 1 PIR'aCANi �_ EOIIPIENT g`' i, OAe-_ IlAB1E PM'SF&8 I - - T--...._._. ,tA_ F. �� IDI2lE SCRUB �S �-- -- / Y'T SPBTA'F• r - BED „ _ 1 CVORI _ FE_ SUB STERILE .si $� "ill CORRIDOR -" - C' - UOUNGE 71L/ CRI --' L' -_.-_ G?. FECEVwD6 L- `Cl 5; _ ;ir _ F I _- euLxsWB TDRACE I _ _ s --� BED 7 C - - •� C• �� i s ��'' )® 38 STAIR V, NUR9E9 STATION OFFICE� -� lOIlM1ENT O.P.4 - L ` " nr �sTwc-Eo conwwx 'S> BED 4 ORnaO.R.z F� OBFTE �C Sa1M SUPPIEi PAT RM PAT RM PAT RN PAT RM PAT RN PAT RM ID AM PAT FE OFFICE [OFFICE oT'TtE - - 1 coPR RM FE FEX, g> FE > -- - (^� /y /gyp y� �F TOIET SDM S, - - _. -V- BIB STERILE SCRUB S> - Mean 2 2 a 2 21 SURGERYREm.TEOD... F NE"TPDIP9�PY _. ._.. - PRARMACBT$ C R U ,.. ,�- ' ni ._.--- nr OP 40 ni ; , nT 0 w1DB+c �� g,> ?` 5, h Beoa Sr _L / - ^ /^� _- _.... SCRUB SUB STERILE _ - I�'. IIM 4.Q nT nT .. / l �� � ^ ^ /�qY ♦ nT /yy swig I� v'� L: �i. 9K S.1 y 1 V.1 ..... ROOF / L,3LET s> it STATION > s; TD = 126'-1 " �R" S� G 1C OUNCE BED 7 TOWt: S., CLEAN moBI " Meswrn FEC�I �x �.� `� Q SF_ ADPAr L 0®1B RED Bl4 r CUE LART STORAGE S/ _ OBSERVATION--, I--L\� ®,� �_F�' _. 1=.; .�. 1i caw ED B S.. - ea $- MEOSNUIRSE ALPT BC-017 - -_. TOILET CWRB _- COlil FJOUIP-DF CLEAN _ (�- ---`* -�. Pharmacy LE STATION ADAFPAr CAI _ S- Tti CIMSEMBN. PO011 �B - - ELEVATORIDBBY-S/ J LS Bl'A1Bi EIEC 181 ,MN .1- 4 Fl S'� COAR- - - - :•`�'.- _ ('� LEIEWLOCI(ER YA71B81DC10'A OCR; ICRi GRI 't ORU S: E), �y i�i� S` DBHB CORR 1 Elio FE PICN-UPS.',• /R H.C. 0. O6'O V 2G, nr fQ. -- _ -- 1a « �_ s -- -- - TD Role _ - ,S\ \ �v C _ g L cR , > OORAL g _ � � .� 11 - g . s;wmw ' si OFFICE MMIN DORNIOOR r �, 1^ , 8�, �t�.ILLMICf ��qs k� C CH BED„ EL&1TIICAL ROOA1 Dal Mao: E'_f v� " ��gni �nr �l�ni L BED IB ', 1 ., :.. -. _�� _ r C] OFFICE �- L 141TPUPOSE S ! CLEWRDW STAFF � . ). _ S FEC :- ©., - PAT PAT PAT PAT PAT PAT BED 12 ANOT� CORRIDOR ELEVATOR LOBBY , �, B $T•'C' PAT_.! AM All IN RM RM IM s' �L Si�' S. Maaw , g, IOIET POUF R-TOIL I ET is /.1 rt _._ �f -. r. ,: B7TIUOM 41 *;CJ NURSE STATION S, �J S i ATENTIUOM ANE I � �� B013 FE PAT ��/`\. _ - - XOlDIAO BOAfD �.. I-C B f 1. NURSE STATION PRFMOST ROOM I4 CONFERENCE ROOM PRFMIBi ROOM Ni ROOM I 1RFlPOST ROOM/ PRB106T ROOM _ - PATENT iUD1A BED T4 7 DICTATION .-C FAMILY Wl S,. TAT PATENT PApA CLEJW Ll - - - -- - Si TRAVEL 2H PRE OP -- -- -- B D F 194W S S ' .�,,.. PATEITPOOAI E_- /+ FEC s, :-CLEAJ SUPPLY - `- L! PREPOATIOOMe RREMBT ROOM PRE POST ROOMS PPBPOSTROONY PREPOST ROOM IB PREJPOST ROOM IS PRENOST ROOM 12 �` OR, CONSULT TOAST' ,r PAEMISTROON II CLEAN - _ -.S> PATENT ROOM ... - ✓_, 5 10Aii tOLET S. -- - _ s L I FEC: Dc,x,rAro AN .. . S (BELOW) F l{. i 3 4 fi 5 7 8 9 10 T. Y ... .__J FL TOILET CORRIDOR led/S u r - • PRE OP WAITING �"- PATENTROOM WOMEN$ CENTER YWTIN3 ROOM - -.' . - LC.U. WILL LC.uCAN. W.U. F � EAST W G 13 I.C.U.LC.U. LC.U. I.C.U.LCL. LC U. CR -_ TCIET � PECTT ELECTRIC ROOM �I L16 Beds PAIENrroaA - e sue ws sus ws aus Nis sue ws SUB WS PATENT ROOM _ - �� s'; ._ I� s: s, FIiC s> S. roAEr G' -- LDR 2101 F 2 q 4_ E-� <' -� -�� STAIR 1C 1 s FEC wn di PATIENTRCOM C - ENP �j STAFFJC PATENTROOM TLT• 15 ROOF cam M� CANOPY - r PATENTROpA k .-S, TIT CIA Y �A y z s ntensive Care - 4 Beds IDA7ION NR2/02 � I � - J - - .-- H.C. = 6Q81 ICU. / 18 SUB Wa - DLE'w S_ � 2E nT. PATEMROOM PATENT ROOM � �- �� �� I s� � nr n • �� unnr < nr 1SR _. _.. .. ® nr. 5. s: STAFF S C s, Lc.u. LDR 2403 `_, _ _-- - - - _ -- _ 1Y -- ' POST PARTUA 2612 POST PARTUM 24,3 POST PARTUM 2/,/ POaT PAflTUN 2415 F Y , .. i� S. F '_ PATEMROOM r 4 ':..i 5 ... - I % L 12 r E S- LSO - PATEBTFOOM PATENTROOM PATE:TROOM PATENT A" PATENTROOM FEC POSTPARTIM24M POSTPMTLW2417 : _ _ 1 SIORAOE 2 SP. TLT 9P. 4 SUPPLY 3 B 7 TIT. � --_ SVC SVC CL L S-2 S-S !S; n _. . � CLEAN SUPPLY/ Ti_ NOTAN F3DT _� ��'F�F OFFICE M®6 CORRIDOR $> STAIRONLY ELEV. SPRY IC') • 3 n .STAKIV: - - 5 - DFwcE - NOR C.� smEdd+ S? SP. - - Y - _. ill TIT. 9E1' BAP/ - - EHOSP �. OS 8 S awser L 13 ELEV 9 AN. :meSurg BI B2 1 LC.U. - ' " - _ cm+R' _ - - - - _ KA , SUB Wa i --- - - FEC ._I' s, FEC E .3 15F South 2 - s; S, S, F - E FEC DRz/w 3 • E<;� s, y,- E<>� ,?. mRa s 194 2-TRAAVEL i NOTE 1 z TRnnvEL s: g. s. S E >a ti 4 _y s � s� - �g IF - 2D F nr "> s: E- > _ _ FEC l;, FECC H ooamaR _ u 1SP 1SP ISR - t > 1SP E C -- - - - _ 13-beds • J LDR 2105 '}(� JANITOR 'CLEAN LINDI CORRIDOR r EEV .� { NG. ' _. 'i - ----•-�•""""L- M'T - \\l'� .. �- A•2 TIT. - ' Pi i s 1 hT Si nT P.c.u. ;? ° `. P.C.U. nT - N L I FEC ~ r Dcr. rTklered S> L L s ---- CLEAN LEM �. _--- • CATH LAB WAITING liP. ;'S� � ..� � .-.- � A LOBBY I alb 13 T2 It ID 9 S IEGn 91� OPi fl" t8 Ir BPRES nT R,S•06l• ->� / ,._. ... S �- N PATEMROOM PATENTRDOM PATEITROOM PATEMAOOM PATLMRDOII PATEMROCA SUB WS L TRMGE261D N.IBEfiY .y lip FLAIre -_ _ _TE - _ r -. .. S - 1ECINNM STAFF SUB WS DRzIaB oR�cE F 1 s FE • LAIN U&1 _ CANOPY _� _ --- __ RDOF - S: -,-, _ r CL&J! '< r S F ON TO LOBBY nT ',IL s, FE P.C.U..nr 1 � FF3C PATENT mole S nTI S - 0M 'FExi MED. REC. SCAN - L D0. LOCKERS CaBA F C BBY BE '._� � - - OATH PREP • Il _ PATENT SOON P.C.U. I S� J • - P.C.U. TFBW3E �, nr - KP ,: d nr LOMAS SliEP -CRIB Bl RMO ,. N p nT - I BIDODGAS .. rfE S' r _ ORLOCKERS.O ULT CgJlfi7l NIXM x _ 3 BUM rEF. - - - - - - �, 9� S �� r sue ws L OFFICE ma sic ue SUBWS LDR 24DI , FE . �, No DLO L MOVIORS _. _ TIT n • 194'-2" TRAVEL S; S g.' CORRIDOR ----- ... -- _ - D167MM �' wnm _ DCTAIE �. � � s v v STERREOORRIOOA �' �S/' 'I � v�,' �., s: L I CLOSET FEC f j �_ L_ 3 Sim 1 PATENT nT 3 FHC Pro res 've Care -,16 Beds ' It - I c. �- - - i P.C.U. g S g; P.C.U. nT - - - � s � FEC L � E'= eSA l .S> may'^"NOIO. EWIPMFNi - - - - J : S' JANITOR STORAGE ... CATN PROCEDURE-1 CORRDOR ,$. COABDOR .. _ FE TILT P.C.U. _ _-_ P.C.U. nT _ SUB HIS _ _ _ SUB WS STAFF 1 = -/I VESTRULE CATHPAOCEOURE.E -_1 F nTj� 1_ CONTROL RM $. - _C_ •U PATENT --_ 2 LDR 14"-VIP nT _ SKYUMRS Bum STORAGE `� � i LOUNGE _. - . _ :- S i% F - P.C.U. P.C.U. P.C.U. P.C.U. SUB WSSUB W EOUtpN STAFF g:�' I a " `-ICI TaEr ' LOCKER ROOM CONTROL ;1 -� - - 41 - _. $ I � ., n� s s: PATENTROOM PATENTROCII PATENTROOM 41 F F /.1 am s1ABL e - - VSP nT P.C.U. �� TILTnT TILT TIT P.0 U nT STAR SF FEC / ` ELEC. S IMYi NO. I nT Dww I/ Ps 41 7 :< OORMOR OFFICE'PA7HaFICE _. TRASH Li LC® STAIR S% s Y•!i- F- - --, FE -. __ . - FE _( Fi s FE .�.FEX- ___� S F�c cANOProoP •C F - - - S� l)FfICE S' MECHANICAL MGM S; i° I Rl �. EVE IS F PHLEBOTOMY, RECEPT. HBIaDIX wI L PASSKE OPENFFI 'FW SIWIE OFFICE OPEN UB Aw IF g �t Ei -- - - PTs T -� -- - �R � - - tis> P � � REP OFFICE C F FE • tit ,3 L -EVE c-joFEX- Esc BAc S S,. j -I S._ CHEMISTRY` OFFICE COMPUTER DATA ROOM S" OFFICE LONE CE -6 AFB LFGAYSB -_ S EVE - aacE LIFE SAFETY SYMBOLS ❑F FIRE ALARM PULL }------ + PATH OF TRAVEL (FOR CUMULATIVE DISTANCES REFER TO SCHEDULE) m ® (V QH ®-I 0i EXIT LIGHTING FEC FIRE EXTINGUISHER CABINET O HEAT DETECTOR O n SMOKE DETECTOR DIRECTION OF EGRESS P: o WIDTH PROVIDED R: Q WIDTH REQUIRED T F/A HORN F/A HORN AND STROBE F/A HEAT DETECTOR 2 F/A SMOKE DETECTOR F/A STROBE PULL STATION O EXIT ILLUMINATION FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET ILLUMINATED EXIT SIGN 36" ILLUMINATED EXIT SIGN, SINGLE FACE WITH DIRECTIONAL ARROW AND EXIT WIDTH IN INCHES FCP FIRE ALARM CONTROL PANEL FSA FIRE SYSTEM ANNUNCIATOR ACFIRE HOSE STATION SC SMOKE COMPARTMENT MAGNETIC DOOR HOLD OPEN " TRAVEL DISTANCE AND ROUTE TO EXIT FROM MOST REMOTE POINT SUITE DESIGNATION IL;. I, E I I 4fto chapuis design group architecture.pa D 510 Vonderburg Drive i Suite 216 Brandon, Florida 33511 i 813.667.2340 CGDPA - FL # AA-26003049 expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.COM •�•� Project #: 21005054 ex Cert of Auth: 29701 • PROJECT FOR ADVENT HEALTH - ZEPHRYHiLLS OPERATING ROOM 5- CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 Advent Health AHCA CLIENT CODE / FILE NUMBER: 23/100046-127-1 PROJECT NUMBER 042-21.177.01 ORIGINAL ISSUE MARCH 11, 2021- PROJECT MANAGER TEC T DE SIGNER ESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER CDG ARCHITECTURE EQUIPMENT PLANNER n/a DRAWN BY SO PLAN - LVL 2 -LIFE SAFETY -EXISTING LEVEL OF DISCHARGE SCALE As indicated PLAN - LEVEL--2 - LIFE SAFETY PLAN 1 " = 20'-0" 1 2 3 4 5 6 LS=1 02 CONTRACT DOCUMENTS 1 2 3 4 5 6 DEMO RCP KEYED NOTES RCP KEYED NOTES EXISTING HVAC: O 1 CENTERLING OF BOOM LIGHT IS BASED ON LOCATION OF - COVER AND PROTECT EXISITNG BOOM LIGHT. SEE RCP DEMO. BE VERIFIED PROJECT LIMIT LINE - LOCATIONS TMECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION PROJECT LIMIT LINE NEW HVAC /DIFFUSERS: EXISTING FIRE PROTECTION: - LOCATIONS TO BE VERIFIED 0 ALL SPRINKLER HEADS EXISTING TO REMAIN - REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL -REFER TO MECHANICAL DRAWING FOR ADDITIONAL INFORMATION INFORMATION - -- — — — — REMOVED AND REUSED. — — — — — — DETERMINED BY ARCHITECT - • •- - A EXISTING BOOM LIGHT TO BE EXISTING , . — _ 0 -INSTALL IN SAME LOCATION. - - " ; ,—�-- - - NEW PAINT FINSH -COLOR TO BE _ T EXISTING - CEILING SHALL RECEIVE NEW PAINT E I I I i AND PROTECT EXISTING MOUNTING EQUIPMENT AND E EQUIPMENT . BOO I ; EQUIPMENT I -COVER A S M, , 18 R ,TO LOCATE CENTERLINE OF EXISTING BE I _ I DEVICES ` CENTERLINE WILL BOOM LIGHT PRIOR TO DEMO THIS _ USED IN LAYOUT OF NEW CEILING. , , -== _ „ a rac h,st a cstgu re . - , up pa WALL RATINGS. 510 Vonderbu 216 Brandon, Florida 335111813.667.2340 e I - s I,- /, 4 9 EXISTING / �I I IL' ,/ 4 11 I I I I EXISTING 2, CGDPA - FL # AA-26003049 , ANESTHESIA' ;�' DEMOLITION GENERAL NOTES ANESTHESIA= BOOM, 1 HOUR FIRE 1. MINIMAL DEMOLITION TO EXISTING ARCHITECTURAL I BOOM' l ___$-S�S*S1 HOUR FIRE/ SMOKE BARRIER ELEMENTS DURING THIS EQUIPMENT CHANGE -OUT. ----— 2 2 HOUR FIRE XPU. S Services Inc.4 EXISTINGWA AND CEILING MOUNTED EQUIPMENT CONTRACTOR HALL PROTECT AND COVER ALL t: +1.407.660.0088 f: +1.407.660.1655 I I �.g.�♦g��.� 2 HOUR FIRE/ SMOKE BARRIER - — — ; 2601 Westhall Lane \` J r AND DEVICES �-T_♦T TEMPORARY 1 HOUR FIRE Maitland, FL 32751 I ; II I II 2 USA � • - - ; I I I I ,_ , - ' / I, , , 1 , _ i (II 2 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING �� • CONDITIONS PRIOR TO COMMENCING WORK. USE _ .exp.co • I ' CARE NOT T DMA WALL AND CEILING MOUNTED � • , - - r - •� � - \ ,, , - II I II - • :; . -• . , 1 .- , I II• r ,, , r, '- O O DAMAGE MOU ED 4 i 1 I ., _ , / _ , , -, �,, , Project ect #: 2100505 �I _ _ I:' DEVICES / EQUIPMENT DURING RELOCATION OF LIGHT u , Mi �/ex PARTITIONS: Cert of Auth: 29701 \,--_---- — — BOOM. I 1 P 0 S 3. LIGHT OR HALFTONE LINES INDICATE EXISTING TO — — — — — — T ; •, , •_ ,- . •• �_ , ,- - _- - , ' REMAIN - - . - , I I ti I EXISTING/REMAINING 2 E TEMPORARY SC I TIONS FOR CUTTING, PATCHING g�_g�� q CCRUB NEW WORK _ AIR / EXIT SIGN I _. AND DEMOLITION. 4 SEE SPECIFICA ,� :FF DEMOLISHED 5. DASHED BOLD LINES INDICATE EXTENT OF ' -ram - ', •• ._ - _ ` DEMOLITION INCLUDING THE FOLLOWING: CEILINGS INCLUDING CEILING SUSPENSION SYSTEM & HANGERS B5 (WHERE INDICATED ONLY AND/OR NEEDED FOR % G-010 COMPLETION OF RELOCATING BOOM), MISC. STEEL ' (( STICKY MAT I SUSPENDED SUPPORTS OEQUIPMENT, LIGHTR SUSPENDED FIXTURES, DOORS 1 L AND FRAMES UNLESS NOTED OTHERWISE IN DOOR RCP SYMBOL LEGEND D SCHEDULE. NOTIFY THE ARCHITECT OF ANY �A �:., �� D t I Y C° DISCREPENCIES. t� I ^ ED ' RI-) I I,Y i D""`�FPROJECT FOR i, 6. REMOVE FURRING OR GWB ONLY WHERE i ACOUSTICAL TILE CEILING (24X24) REQUIRED TO COMPLETE CTION. PATCH PROJECT LIMIT LINE AND MATCH WALLS ASREQUOREDTOCOMPLETE AND "/ PROJECT LIMIT LINE ADVENT HEALTH MATCH EXISTING CONDITIONS, UNLESS AN - ACOUSTICAL TILE CEILING (24X48) Z E P H RYH I L LS ALTERNATIVE MATERIAL AND FINISH IS INDICATED. ,r 7. SEE ROOM FINISH PLANS, MECHANICAL PLANS, AND ELECTRICAL PLANS FOR EXTENT OF CEILING GYPSUM CEILING -PAINTED ALTERATIONS OR CEILING PATCHING IN EXISTING AREAS. 8. CONTRACTOR SHALL VERIFY FINISHES NOTED FOR I I FLUORESCENT LIGHT FIXTURE OPERATING ROOM REMOVAL PRIOR TO COMMENCING WORK. TAKE INTO FLUORESCENT LIGHT FIXTURE 5 — CYSTOSCOPY ACCOUNT ANY DISCREPANCIES AND MAKE PROPER PHYSICIANS ADJUSTMENT TO ACCOMPLISH REQUIRED R. `� SICI NS '( CONSTRUCTION & FINISHES. NOTIFY THE ARCHITECT( P INCANDESCENT LIGHT FIXTURE PRIOR TO ANY STRUCTURAL ALTERATIONS. _ E w;= COORDINATE PHASING WITH OWNER. I I�L E " SMOKE DETECTOR 9. COORDINATE REMOVAL OF EXISTING EQUIPMENT ,H �`�l� , NS) WITH OWNER.PHYSICIANS ❑ SPEAKER ;..$r�aG gym, 7050 GALL BLVD. 1 10. REFER TO SC DU ES FOR NEW AND TEXISTING EQUIPMENT OR DRAWINGS AND I I ® EXIT LIGHT ZEPHYRH ILLS, FL 33541 RELOCATIONS, ETC. � HVAC SUPPLY DIFFUSER 1 2 11. REMOVE CEILINGS ONLY AS REQUIRED FOR NEW 1 2 CONSTRUCTION. REINSTALL, REPLACE OR PATCH AS HVAC RETURN DIFFUSER REQUIRED. 71 �1 PLAN - LEVEL 2 - RCP DEMO C3 PLAN - LEVEL 2 - RCP NEW WORK CEILING ACCESS PANEL 1/4 = 1 0 1/4 = 11-0" EZ NOTE: REFER TO MECHANICAL FOR DIFFUSER AND OTHER CEILING MOUNTED DEVISES. C Advirent AHCA CLIENT CODE / FILE NUMBER: 231100046-127-1 PROJECT LIMIT LINE PROJECT LIMIT LINE DEMOLITION SYMBOLS I I RCP GENERAL NOTES 3 _ I —T T— TEMPORARY SOUND/DUST CONTROL WALLS: I I 1. REFER TO MECHANICAL DRAWINGS FOR QUANTITY _ TO BE OF 1 HR RATED CONSTRUCTION AND TYPE OF DIFFUSERS, RETURN AIR GRILLES, AND SIMILIAR TO U465. I I EXHAUST GRILLES. SCRIBE CEILING MATERIALS IN CAREFULLY FOR A TIGHT FIT. TEMPORARY VISQUEEN BARRIER I I I 2. REFER TO ELECTRICAL DRAWINGS FOR QUANTITY • • • 'D '*EGRESS ROUTE I AND TYPE OF LIGHTS, SPEAKERS, DETECTORS, 1 04/23/2021 AHCA COMMENTS 1 S�STERILE Sit STEFI1LE POWER OUTLETS, ETC. SCRIBE CEILING MATERIALS ' ' • I I CONTRACTOR ACCESS CAREFULLY. WHERE NO DEVICES ARE SHOWN ON MARK DATE DESCRIPTION PLANS, FEILD VERIFY LOCATION & QUANTITY OF PROJECT NUMBER 042-21.177.01 4) EXIT SIGN I I DEVICES IN EXISTING CEILING. THESE DEVICES MAY CYSTO \°' BE RELOCATED OR REINSTALLED. ORIGINAL ISSUE MARCH 11, 2021- 0.R.�5 2 TEMPORARY FIRE EXISTING TO REMAIN 3. THE ENTIRE PROJECT HAS EXISTING FIRE PROJECT MANAGER TEC I �l� EXTINGUISHER I SPRINKLER HEADS IN CEILING. SCRIBE CEILING PROJECT DESIGNER n/a I MATERIALS CAREFULLY FOR A TIGHT FIT. PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 I I NOTE: I I 4. ALL EXISTING TO REMAIN GRILLES, DIFFUSERS AND g B / TEMPORARY SOUND/DUST CONTROL DOOR(S). LIGHTS ETC. WITHIN SCOPE OF PROJECT TO BE LANDSCAPE ARCHITECT n/a - HARDWARE TO BE 1 HR RATED I I CLEANED. CIVIL ENGINEER n/a - POSITIVE LATCH SET., STRUCTURAL ENGINEER n/a - SOLD CORE DOOR LEAF 45 MINS j — / — — � — — — — � — — — — � — — — � — — MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 — 3 —C�) O ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER CDG ARCHITECTURE NEG SCRUB; II EQUIPMENT PLANNER n/a DEMOLITION KEYED NOTES- - - - - DRAWN BY SO OO \— C G-010 EQUIPMENT PATH: T T T—J I O -EQUIPMENT ON -SITE I � STICKY MAT I -COORDINATED PATH WITH FACILITY AND EQUIPMENT I I •' VENDOR FOR INSTALLATION. — 18 _ *� 0 — 0 — I* _ RE S ICTED TEMPORARILY REMOVE EXISTING CEILING MOUNTED :ES 'ILCTED o I 2 EQUIPMENT FOR RELOCATION OF LIGHT BOOM, PATCH AND I r I , F = C RIDOR O REPAIR TO MATCH AND PREPARE AREA TO RECEIVE NEW 01, SCHEDULED FINISHES. • PROJECT LIMIT LINE 3 EXISTING FLOORING TO REMAIN. PATCH AND REPAIR PROJECT LIMIT LINE O AS REQUIRED. I I I I PLANS - DEMO, NEW PHYSICIANS WORK RCP A OFF CE LOUNGE OFF � . A �, y r kEEP I � aLEE i PHYSICIANS PHYSIC._ LOUNGE I I CUNGE I PROJECT JSCALE As indicated r NORTH PLAN - LEVEL 2 - DEMO PLAN - LEVEL 2 - NEW WORK Aml01 5 N A l 1 /4" = 1'4' 1 /4" = V-0" 1 2 3 4 5 6 CONTRACT DOCUMENTS 1 2 E A C B A 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 I OA 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) 3 GENERAL ABBREVIATIONS °F DEGREES FAHRENHEIT MCC MOTOR CONTROL CENTER °C DEGREES CELSIUS MECH MECHANICAL a 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 BOD 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/0 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 9OA-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 S 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 ��— ANGLE VALVE - PLAN GWS GEOTHERMAL WATER SUPPLY O E- BALL VALVE GWR GEOTHERMAL WATER RETURN BALL VALVE W/ MEMORY STOP GS GLYCOL SUPPLY BUTTERFLY VALVE GR GLYCOL RETURN BUTTERFLY VALVE W/ MEMORY STOP HWS HEATING HOT WATER SUPPLY I 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 O DRAIN OFF VALVE (BALL VALVE W/ 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 s 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 PRESSURE REDUCING VALVE PRESSURE SUSTAINING VALVE SINGLE LINE PIPE RISE DOUBLE LINE PIPE DROP PRESSURE GAUGE PRESSURE GAUGE W/ COIL SIPHON SINGLE LINE PIPE DROP PUMP (TRIANGLE INDICATES FLOW O PIPE TEE OFF THE TOP DIRECTION) QUICK CLOSING VALVE, FUSIBLE LINK PIPE TEE OFF THE BOTTOM PIPE TEE OFF THE SIDE QUICK OPENING VALVE F_ SAFETY RELIEF VALVE —� BLIND FLANGE SOLENOID VALVE 7 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 CO CLEAN OUT THERMOSTATIC AIR VENT (STEAM ONLY) DIRECTION OF FLOW THERMOMETER T REDUCER - CONCENTRIC PETE'S PLUG (TEST WELL) REDUCER - ECCENTRIC �— UNION i� FLEXIBLE CONNECTION VACUUM BREAKER PIPE ANCHOR PIPE GUIDE Z� EXPANSION JOINT DEMOLITION < C > CAP EXISTING DEMOLITION PIPING < E > EXISTING TO REMAIN z DEMOLITION EQUIPMENT OR DUCT < R > EXISTING TO BE REMOVED DEMOLITION DUCT < RL > EXISTING TO BE RELOCATED L NJ SUPPLY DIFFUSER DEMOLITION < NL > EXISTING - NEW LOCATION F-7 ' 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 LIC UNDERCUT DOOR AIRFLOW RECTANGULAR RETURN/ RELIEF AIR DUCT UP SUPPLY AIRFLOW ARROW RECTANGULAR RETURN/ RELIEF AIR DUCT DOWN RETURN OR EXHAUST AIRFLOW ARROW RECTANGULAR EXHAUST AIR DUCT UP RECTANGULAR EXHAUST AIR DUCT DOWN CEILING DIFFUSER (SUPPLY) RETURN AIR GRILLE OR REGISTER --r-�� ROUND SUPPLY/ OUTSIDE AIR DUCT UP ROUND SUPPLY/ OUTSIDE AIR DUCT DOWN z EXHAUST AIR GRILLE OR REGISTER DIFFUSER WITH FLOW DIRECTION. NO FLOW ARROWS INDICATES cT ROUND RETURN/ RELIEF AIR DUCT UP ROUND RETURN/ RELIEF AIR DUCT DOWN V V STANDARD 4-WAY PATTERN. SIDE WALL GRILLE r--r -� 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 X SW X O X SENSOR AND NUMBER SWITCH AND NUMBER TEMPERATURE SENSOR OR THERMOSTAT M ROUND AND RECTANGULAR DUCT & ZONE NUMBER BDD BACKDRAFT DAMPER FOR ROUND AND To X TEMPERATURE SENSOR OR THERMOSTAT RECTANGULAR DUCT W/ VANDAL GUARD & ZONE NUMBER FD FIRE DAMPER FOR ROUND AND ' YR REMOTE DAMPER OPERATOR RECTANGULAR DUCT (YOUNG REGULATOR) SD SMOKE DAMPER FOR ROUND AND j DP DIFFERENTIAL PRESSURE SENSOR RECTANGULAR DUCT FSD COMBINATION FIRE/SMOKE DAMPER FOR SD DUCT SMOKE DETECTOR ROUND AND RECTANGULAR DUCT VD 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 HHL 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 CMODULATING ACTUATOR SLL STATIC PRESSURE - LOW LIMIT SWITCH 2SC 2 POSITION - SPRING CLOSED FM FLOW METER 2SO 2 POSITION - SPRING OPEN CT CURRENT TRANSDUCER SENSOR (ANALOG) MSC MODULATING - SPRING CLOSED CTS CURRENT TRANSDUCER SWITCH SO MODULATING - SPRING OPEN [R] RELAY F� FLOATING - 24VAC O RELAY CONTACTOR - OPEN WITH NO T CONTROL POWER OT ROOM TEMPERATURE SENSOR O RELAY CONTACTOR - CLOSED WITH NO CONTROL POWER O ROOM HUMIDITY SENSOR TRANSFORMER ROOM THERMOSTAT FUSE �T PIPE TEMPERATURE SENSOR TWISTED PAIR MULTI -SIGNAL CONTROL WIRING C—T� ff�_JJ DUCT TEMPERATURE SENSOR DUCT MOUNTED SMOKE DETECTOR pO (S) SUPPLY DUCT MOUNTED ­� SERPENTINE TEMPERATURE SENSOR S P (R) RETURN DUCT MOUNTED (1) IONIZATION (P) PHOTOELECTRIC C_ DUCT HUMIDITY SENSOR TAGS AND CALL OUT SYMBOLS QUIP EQUIPMENT REQUIRING ELECTRICAL Ao REVISION CALLOUT # SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. OX KEYNOTE CALLOUT EQUIP EQUIPMENT NOT REQUIRING ELECTRICAL POINT OF CONNECTION SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. e POINT OF DEMARCATION SECTION CALLOUT 1 SECTION DESIGNATION SHEET NUMBER XXX A DETAIL CALLOUT DETAIL DESIGNATION XXX SHEET NUMBER E chapuis design group arch itecture. pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 i 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 mob www.exp.com Project #: 21005054 Cart of Auth: 29701 PROJECT FOR 2;*`exp. ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5- CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 c Ad'vrent Health MARK I DATE I DESCRIPTION PROJECT NUMBER 042-21-177.01 ORIGINAL ISSUE 03111/21 PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B LANDSCAPE ARCHITECT I n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER n/a EQUIPMENT PLANNER n/a DRAWN BY I Author ��N%01tiitf/���� No. "516 A STATE OF :j 5�"l'�-�z-I .AG MECHANICAL LEGENDS AND A NOTES SCALE 712' =1'-0" 1 F, 3 4 5 6 Project Status R E D C B A 1 1 iTi ii EG-1 01 ( 4 $ L 570 (E) 1 �m x».. .... LS-1 TYPICAL S- TYPICALJL ;r " 165 OF4 170 OF4 SD-1 Q 1 la) I (E) 10"xl 385 —I e ;l. III rc,I S: co X N a q.. - CV X W ; ;mm k w �(E) 8" ff f. 75 E 10 x10" O 1 a E 12"x12" „ ( ) _ ........ ; E(G'1 01 E NG " L IN `� X C,R_��" .......... 570 WALL" POSITIV PRESS MONITOR TO REMAIN. w `` TO RH2O5 DPI EXISTING REHEAT COIL AND (E) 20"x12" HUMIDIFIER TO REMAIN. 12"xl2" STS L (E) 20"x20" .16"x14" RH 205 D""` N N 2 MECHANICAL NEW PLAN 1/4" = 1'-0" VA 3 4 ........ ........ E EG)1 01 EXISTING EQUIPMENT \ 570 BOOM TO REMAIN. �..... (E) (R) LS 1 (TYP. 5) LS 1 (TYP. 3) .OL ' 165 170 00 w �I 10 E x1 EXISTING ANESTHESIA - BOOM TO REMAIN. (E) 8"x8" - 3' I I C, 11 .. _. (E)10"x10" (E) 12"xl2" (E) 20"x12" \\ 05 EXISTING MED GAS ZONE VALVES FOR OR 5 TO REMAIN. MECHANICAL DEMO PLAN 1/4" =1'-0" 4 EG-1 5 5 SD-1 -160 Ft GENERAL NOTES: 1 THE EXISTING FACILITY'S AIR HANDLERS AND INTERLOCKED EXHAUST FANS SHUTDOWN UPON SIGNAL FROM THE FIRE ALARM SYSTEM AND ASSOCIATED FIRE/SMOKE DAMPER CLOSE. 2 EXISTING FIRE PROTECTIONS SYSTEM TO REMAIN. NO WALLS ARE BEING MODIFIED, CURRENT SPRINKLER HEAD LOCATIONS ARE CODE COMPLIANT. KEY NOTES 050 PROPOSED LOCATION OF ROOM PRESSURE MONITOR PER FACILITY ICRA. 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 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 EXISTING LOW WALL RETURN GRILLE TO REMAIN, BALANCE TO AIRFLOW SHOWN. 2 6 L chapuis design group arch itectu re. pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1813.667.2340 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 we www.exp.com •� �j Project #: 21005054 Cert of Auth: 29701 exp. D PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5 - CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 60111 Advent Health 1 05/05/2021 'AHCA COMMENTS 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-21-177.01 ORIGINAL ISSUE 03111/21 PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER n/a EQUIPMENT PLANNER n/a DRAWN BY Author iPE'�1J�// No. U516 STATE OIF ,+��tA t1�ti®`�'��� INI MECHANICAL PLANS DEMO AND NEW A PROJECT NORTH SCALE 1/4" = 1'-0" m 101 Project Status 1 E C B A .g L" v 2 o LO � N 2 3 STATION OUTLETS FOR MEDICAL GAS IN OPERATING ROOM #5 CYSTOSCOPY CODE REQUIRED* EXISTING ANESTHESIA BOOM EQUIPMENT BOOM OXYGEN 2 2 0 VACUUM 5 3 2 MEDICAL AIR 1 1 0 INSTRUMENT AIR 1 1 0 WAGD 1 1 0 *BASED ON 2018 FGI TABLE 2.1-3 STRAP HANGERS NOTE 3 THREADED I HANGER ROD — GALVANIZED HANGER STRAP UNISTRUT OR ANGLE IRON—� —CONTINUOUS HANGER STRAP AROUND DUCT NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ. FT, DUCT SHALL BE BRACED BY 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 A 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 BRANCH DUCT MAIN DUCT 4 5 6 �AHU-26 VENTILATION TABULATION - FGI (2018) / ASHRAE 170 (2017) GUIDE LINES CLG FLR ASHRAE 170 ROOM ROOM ROOM HGT. AREA VOLUME EA FILTER PRES. CODE CFM ACTUAL CFM BALANCE O.A. TA NAME Type (FT.) SF (CU. FT.) % A.C. A.C. LTYPE -F-(Transfer) T.A. O.A. E.A. S.A. R.A. E.A. Exfil 10 (pos = out) CYSTOSCOPY Operating(OR)/Surgical Cystoscopic rooms 10.0 390 3,900 0% 95% POS 4.0 20.0 1,300 260 0 1,340 1,140 0 0 200 3,050 SHEET: AVERAGE % OA = 20.0% SHEET: SPACE BALANCE = 0 SHEET: 15% OA CFM ** = 457 SHEET: SA CFM- RA CFM = 610 RELIEF AIR AT AHU= 0 TOTAL OA (Max for DCV) = 610 TOTAL OA% = 20.0% MINIMUM OA FOR DCV = 610 AHU-26 AIR BALANCE SCHEDULE SYSTEM EXISTING CFM DURING CCFM RUCTION FINAL CFM AHU-21 SUPPLY 3,040 1,705 3,045 AHU-21 RETURN 2,430 1,095 2,435 AHU-21 OUTSIDE AIR 610 610 610 EF-30 EXHAUST 610 610 610 SYSTEM BALANCE 0 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, MERV-14 AND HEPA FILTERS FOR AHU-26. 3 TOTAL AIRFLOW OF EF-30 IS 1670CFM, 610 CFM IS REMOVED FROM AHU-26. 4 CONFIRM AHU-26 SHUTS DOWN ON LOCAL FIRE ALARM. STRAP OR ANGLE OVER 60" TRAPEZE HANGERS I BAND STRAP; 36" DIA. MAX. TAPERED CONNECTION 45* ANGLE (IF BRANCH DUCT IS RECTANGULAR) L=114 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 TEMPORARY PARTITION OR EXISTING WALL 24X24 LAY -IN VESTIBULE PER DIFFUSER FACILITY ICRA CONSTRUCTION ZONE OCCUPIED AREA - + TO -0.03" 7fTRANSFERAIRPORTABLE AIR SCRUBBER BACK TO CONSTRUCTION ZONE WITH HEPA FILTRATION "0 DIFFERENTIAL PRESSURE INDICATOR "BALL IN THE WALL" PER FACILITY ICRA TEMPORARY PARTITION OR EXISTING WALL 2 CONSTRUCTION CONFINEMENT SYSTEM 12" - V-0" 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 AIR BALANCE ADJUSTMENTS.--JTYPE WITH CEILING TYPE. � CEILING DIFFUSER -RIGID DUCT NTS NTS 1 2 3 4 5 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: EXTERNALLY INSULATED ROUND 1. THIS DETAIL ALSO APPLIES TO RETURN & EXHAUST. SHEET METAL DUCT TO DIFFUSER 2. VISIBLE INSIDES OF DUCT SHALL BE PAINTED FLAT BLACK. SAME SIZE AS DIFFUSER NECK 3. FOR BRANCHES OFF ROUND OF FLAT DUCT, USE SADDLE TYPE EXCEPT WHERE CONNECTION. INDICATED. 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. PROVIDE METAL DUCT 6. PROVIDE CEILING GRID CLIPS AT TWO DIAGONALLY OPPOSITE TRANSITION FOR SQUARE CORNERS OF GRILLE. NECK GRILLE AS REQUIRED CEILING DIFFUSER INSULATE BACK PER SPECIFICATIONS. —CEILING - SEE ARCHITECTURAL PLAN FOR THE TYPE. GRILLE DAMPER NOT TO BE USED FOR PRIMARY BALANCING. 6 E chapuis design group architecture.pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1 813.667.2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA 00 Q ~.exp.com 0 P Project #: 21005054 ex Cart of Auth: 29701 • D PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5-CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 1 05/05/2021 1 AHCA COMMENTS 1 MARK I DATE DESCRIPTION PROJECT NUMBER 042-21-177.01 ORIGINAL ISSUE 03/11/21 PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER n/a EQUIPMENT PLANNER n/a DRAWN BY Author Cl No. 5018 �� r STATE OF : 9 ''i�� �•= ORN1P '"�� �''�• ltt8Iitt iO MECHANICAL SCHEDULES AND A DETAILS SCALE 12" = V0" I M600 Project Status E n C B i m 1 2 3 4 5 6 1 AdmbkL AddoNkL ABBREVIATIONS A AMPERES HP HORSEPOWER AAC ABOVE ACCESSIBLE CEILING HZ HERTZ AC ALTERNATING CURRENT IG ISOLATED GROUND ADA AMERICANS WITH DISABILITIES ACT JB JUNCTION BOX AF AMPERE FRAME KCMIL THOUSAND CIRCULAR MILS AFCI ARC FAULT CIRCUIT INTERRUPTOR KVA KILOVOLT -AMPERES AFF ABOVE FINISHED FLOOR KVAR KILOVOLT -AMPERES, REACTIVE AFG ABOVE FINISHED GRADE KW KILOWATTS AFU AMPERE FUSE LTG LIGHTING AIC AMPERES INTERRUPTING CAPACITY, MAX MAXIMUM SYMMETRICAL MCB MAIN CIRCUIT BREAKER AL ALUMINUM MCC MOTOR CONTROL CENTER ARCH ARCHITECT MECH MECHANICAL AS AMP SWITCH AT AMP TRIP MIN MINIMUM ATS AUTOMATIC TRANSFER SWITCH MLO MAIN LUGS ONLY AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH BFC BELOW FINISHED CEILING MVA MEGAVOLT-AMPERES BFG BELOW FINISHED GRADE N NEUTRAL BKBD BACKBOARD NA NOT APPLICABLE BOH BACK OF HOUSE NC NORMALLY CLOSED C CONDUIT NEC NATIONAL ELECTRICAL CODE CAT CATALOG NF NON FUSED CB CIRCUIT BREAKER NO NORMALLY OPEN CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED NTS NOT TO SCALE CKT CIRCUIT OC ON CENTER CLG CEILING OFCI OWNER FURNISHED CONTRACTOR CO CONDUIT ONLY INSTALLED CONT CONTINUATION OF01 OWNER FURNISHED OWNER INSTALLED CU COPPER O,PH PHASE CT CURRENT TRANSFORMER PC PHOTOCELL A DELTA PIR PASSIVE INFRARED DIV DIVISION POC POINT OF CONNECTION DWG DRAWING POS POINT OF SALE EA EACH PLBG PLUMBING EC EMPTY CONDUIT PT POTENTIAL TRANSFORMER ELEC ELECTRICAL PVC POLYVINYL CHLORIDE EM EMERGENCY PWR POWER EMT ELECTRICAL METALLIC TUBING QN QUANTITY EO ELECTRICALLY OPERATED REC RECESSED EP EXPLOSION PROOF RECPT RECEPTACLE EPO EMERGENCY POWER OFF REF REFRIGERATOR EQUIP EQUIPMENT RGS RIGID GALVANIZED STEEL ERMS ENERGY -REDUCING MAINTENANCE SWITCH SPD SURGE PROTECTIVE DEVICE EWC ELECTRIC WATER COOLER ST SHUNT TRIP EXIST EXISTING SURF SURFACE EXT EXTERIOR SWBD SWITCHBOARD FA FIRE ALARM SWGR SWITCHGEAR FACP FIRE ALARM CONTROL PANEL TBD TO BE DETERMINED FAA FIRE ALARM ANNUNCIATOR TYP TYPICAL FOH FRONT OF HOUSE UG UNDERGROUND FT FEET OR FOOT LINO UNLESS NOTED OTHERWISE FU FUSE V VOLTS G GROUND VFD VARIABLE FREQUENCY DRIVE GEN GENERATOR W WATTS GFCI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHER PROOF GFI GROUND FAULT INTERRUPTER XFMR TRANSFORMER GFP GROUND FAULT PROTECTION Y WYE HPRS HORSEPOWER RATED SWITCH HOA HAND OFF AUTOMATIC DEVICE MOUNTING HEIGHT DIAGRAM NOTE MOUNTING HEIGHTS FOR DEVICES UNLESS NOTED OTHERWISE 4 4" o BACKSPLASH ❑ 48" 'r— o -r— ❑ " " E 2 Ld 12 FLOOR RECEPTACLE COMMUNICATION ABOVE & TV COUNTER RECEPTACLE k�7 � 12" MAX TO TOP lx7x 48" 48" 48" ABOVE WALL SWITCH, LOW VOLTAGE COUNTER SWITCH, WALL SWITCH COMMUNICATIONS OCCUPANCY SENSOR, TIMER & WALLBOX DIMMER NOTED NOTED ON ON 60" PUNS PLANS 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) 8" BELOW CEILING, MAXIMUM 12'-0" AFF. F 48" CL EXIT o ;o ❑ 6,� o 90" (AUDIBLE DEVICES SHALL DOOR NOT BE CLOSER g^ THAN 6" TO TOP o L1 OF DEVICE TO 4„ CEILING IN LOW CEILING AREAS) EXIT EXIT 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 FIRE ALARM VISUAL DEVICE, WALL XXcd FIRE ALARM VISUAL DEVICE, CEILING m MOUNTED.'XXcd' INDICATES STROBE MOUNTED.'XXcd' INDICATES STROBE CANDELA RATING CANDELA RATING 75cd UNLESS NOTED OTHERWISE 75cd UNLESS NOTED OTHERWISE ❑a FIRE ALARM AUDIO DEVICE, WALL 0<1 FIRE ALARM AUDIO DEVICE, CEILING MOUNTED MOUNTED XXcd FIRE ALARM AUDIONISUAL DEVICE, XXcd FIRE ALARM AUDIONISUAL DEVICE, X WALL MOUNTED.'XXcd' INDICATES X CEILING MOUNTED.'XXcd' INDICATES STROBE CANDELA RATING STROBE CANDELA RATING. 75cd UNLESS NOTED OTHERWISE 75cd UNLESS NOTED OTHERWISE NOTE: FOR ABOVE AUDIO AND AUDIONISUAL 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 O CARBON MONOXIDE DETECTOR, CEILING MOUNTED © FIRE ALARM PULL STATION O HEAT DETECTOR OO SMOKE DETECTOR, CEILING MOUNTED SMOKE DETECTOR, WALL MOUNTED CO - WITH CARBON MONOXIDE CO - WITH CARBON MONOXIDE E - ELEVATOR RECALL E - ELEVATOR RECALL SD - INTEGRAL SOUNDER BASE SD - INTEGRAL SOUNDER BASE SS - NON SYSTEM SINGLE STATION TYPE SS - NON SYSTEM SINGLE STATION TYPE SMOKE DETECTOR, DUCT MOUNTED. z X BEAM SMOKE DETECTOR, SUBSCRIPT SUBSCRIPT'X' INDICATES UNIT SERVED 'X' INDICATES: FIRE/SMOKE DAMPER BT - BEAM TRANSMITTER BR - BEAM RECEIVER TS TAMPER SWITCH Q— SMOKE DAMPER RT REMOTE TEST STATION FS FLOW SWITCH 411 F FIREFIGHTERS TELEPHONE OUTLET © PRESSURE ALARM KB KNOX BOX D CONTROL RELAY FIRE ALARM PANEL O ELECTRO-MAGNETIC DOOR HOLDER 0 XXXX 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 CONTROLPANEL VEP - VOICE EVACUATION PANEL COMMUNICATIONS SYSTEM X DATA OUTLET, WALL MOUNTED ❑ X VOICE OUTLET, WALL MOUNTED X DATA OUTLET, FLOOR MOUNTED X VOICE OUTLET, FLOOR MOUNTED ®X DATA OUTLET, CEILING MOUNTED ❑X VOICE OUTLET, CEILING MOUNTED X VOICE -DATA OUTLET, WALL MOUNTED 04 AUDIONISUAL OUTLET, WALL MOUNTED VOICE -DATA OUTLET, FLOOR MOUNTED ❑ AUDIONISUAL OUTLET, FLOOR X MOUNTED ®X VOICE -DATA OUTLET, CEILING MOUNTED O AUDIOVISUAL OUTLET, CEILING MOUNTED NOTE: FOR ABOVE VOICE, DATA AND AUDIONISUAL DEVICES, SUBSCRIPT'X' INDICATES: C - ABOVE BACKSPLASH OF CABINET, OR COUNTERTOP PV - PHOTO VENDOR F FURNITURE OR MILLWORK MOUNTED RP - RIDE PHONE -MOUNT 48" A.F.F. H - HORIZONTALLY MOUNTED W - WALL PHONE -MOUNT 48" A.F.F. POS- DEDICATED FOR POINT OF SELL OUTLET WP - WEATHERPROOF ❑X SPEAKER WALL MOUNTED OX SPEAKER CEILING MOUNTED ❑� CCTV CAMERA, WALL MOUNTED CCTV CAMERA, CEILING MOUNTED �J TV OUTLET - WALL MOUNTED TV TV OUTLET - CEILING MOUNTED ® PLYWOOD BACKBOARD COMMUNICATIONS SYSTEMS NOTES: 1. FOR WALL AND CEILING MOUNTED DEVICES PROVIDE 4-11/16" BY 2-1/8" DEEP BACKBOX WITH SINGLE GANG REDUCTION RING AT EACH LOCATION, LINO. 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 CR PROXIMITY/CARD READER DC DOOR CONTACT ES ELECTRIC STRIKE ACP ACCESS CONTROL PANEL ML 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 LINO. 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 LINO. 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 - UPPER CASE LETTERS INDICATES THE LIGHTING FIXTURE SERIES TYPE, 7a NUMBER INDICATES A DIFFERENT FIXTURE TYPE WITHIN THE SERIES NUMBER INDICATES CIRCUIT NUMBER, LOWER CASE LETTER INDICATES SWITCH LEG LIGHT FIXTURE SHADING LEGEND - TYPICAL EACH FIXTURE TYPE NORMAL BRANCH NEC 517 NEC 517 LIFE SAFETY CRITICAL BRANCH BRANCH AND/OR BATTERY PACK O • O TROFFER ADJUSTABLE DOWNLIGHT o STRIP LIGHT �-O SCONCE RECESSED STRIP LIGHT + PENDANT WALL MOUNTED STRIP LIGHT BOLLARD 4 O CIRCULAR APERTURE DOWNLIGHT POLE MOUNTED LIGHT ❑ SQUARE APERTURE DOWNLIGHT EB' SURFACE MOUNTED SPECIALTY LIGHT i i WALL MOUNTED CHARACTER ►{�► WALL MOUNTED SPECIALTY LIGHT BASE MOUNTED CHARACTER �► TRACK MOUNTED SPECIALTY LIGHT q I RECESSED PATH LIGHT (B• SURFACE MOUNTED ACCENT LIGHT p SURFACE PATH LIGHT �► WALL MOUNTED ACCENT LIGHT ® INGRADE UPLIGHT -�► TRACK MOUNTED ACCENT LIGHT ®► INGRADE DIRECTIONAL UPLIGHT SURFACE MOUNTED CHARACTER bi UNDERWATER LIGHT O PENDANT MOUNTED CHARACTER SURFACE UNDERWATER LIGHT O O FAN CI THEATRICAL LEKO C3 THEATRICAL FOLLOW SPOT TRACK Q THEATRICAL PAR LINEAR LIGHT LINEAR SLOT LIGHT a THEATRICAL FRESNEL 0 EMERGENCY LIGHT --o -o-o-i MULTILAMP STRING LIGHT EXIT SIGNS (�#t CEILING MOUNTED SINGLE FACE EXIT 1141 CEILING MOUNTED DOUBLE FACE EXIT SIGN - ARROWS INDICATE DIRECTION SIGN - ARROWS INDICATE DIRECTION 0J WALL MOUNTED SINGLE FACE EXIT SIGN IZ WALL MOUNTED DOUBLE FACE EXIT X ARROWS INDICATE DIRECTION '—' SIGN - ARROWS INDICATE DIRECTION SUBSCRIPT'L' INDICATES LOW LEVEL EXIT SIGN WALL END -MOUNTED SINGLE FACE EXIT SIGN ARROWS INDICATE DIRECTION SWITCHES I CONTROLS WALL MOUNTED SWITCH OCCUPANCY AND VACANCY SENSORS ab 'ab' INDICATES INDIVIDUAL GANGED SWITCHES AND ASSOCIATED SWITCH LEGS CONTROLLED, SUBSCRIPT W ® X OCCUPANCYNACANCY SENSOR, INDICATES: ab CEILING MOUNTED 2 - DOUBLE POLE OCCUPANCYNACANCY SENSOR, WALL 3 - THREE WAY X dab MOUNTED (REFER TO MOUNTING HEIGHT 4 - FOUR WAY LEGEND) D - WALL BOX DIMMER X OCCUPANCYNACANCY SENSOR, WALL EP - EXPLOSION PROOF ab SWITCH TYPE H - HORSEPOWER RATED K - KEY OPERATED NOTE: 'ab' INDICATES SWITCH LEGS LV - LOW VOLTAGE TYPE CONTROLLED, SUBSCRIPT'X' P - PILOT LIGHT INDICATES: T - WALL BOX TIMER 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 ©X CONTACTOR, SUBSCRIPT'X' INDICATES UNIQUE IDENTIFIER © LIGHTING CONTROL WALL STATION, UNIQUE IDENTIFIER X SUBSCRIPT W INDICATES UNIQUE IDENTIFIER PC X PHOTOCELL TC TIME CLOCK, SUBSCRIPT'X' INDICATES X UNIQUE IDENTIFIER EU EMERGENCY LIGHTING CONTROL UNIT DS X DAYLIGHT SENSOR, CEILING MOUNTED (ELCU) RECEPTACLES r(�) DUPLEX RECEPTACLE, WALL MOUNTED �1# DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED DUPLEX RECEPTACLE, ABOVE DOUBLE DUPLEX RECEPTACLE, ABOVE �❑ BACKSPLASH OF CABINET, BACKSPLASH OF CABINET, COUNTERTOP OR SINK COUNTERTOP OR SINK ❑ DUPLEX RECEPTACLE, FLUSH MTD IN 0 DOUBLE DUPLEX RECEPTACLE, FLUSH CEILING MOUNTED IN CEILING HALF SWITCHED DUPLEX RECEPTACLE, SIMPLEX RECEPTACLE, WALL MOUNTED WALL MOUNTED SPECIAL PURPOSE RECEPTACLE, WALL SPECIAL PURPOSE RECEPTACLE, MOUNTED. NEMA CONFIGURATION AS CEILING MOUNTED NEMA TYPE NOTED ON PLANS TYPE CONFIGURATION AS NOTED ON PLANS OCCUPANCY CONTROLLED/SWITCHED r4 OCCUPANCY CONTROLLED/SWITCHED �_4 DUPLEX RECEPTACLE, ABOVE DUPLEX RECEPTACLE, WALL MOUNTED BACKSPLASH OF CABINET, OCCUPANCY CONTROLLED/ HALF COUNTERTOP OR SINK 01 SWITCHED DOUBLE DUPLEX OCCUPANCY CONTROLLED/ HALF RECEPTACLE, WALL MOUNTED SWITCHED DOUBLE DUPLEX MA- MULTI -OUTLET ASSEMBLY, "X" RECEPTACLE, ABOVE BACKSPLASH OF X INDICATES TYPE CABINET, COUNTERTOP OR SINK X — RECEPTACLE TYPE 1122 — 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 - WEATHER PROOF 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 M'❑ SHADING REPRESENTS RECEPTACLE ON NEC 701/517 STANDBY/EQUIPMENT 00�0 SHADING REPRESENTS RECEPTACLE BRANCH ON UPS BRANCH FLOOR OUTLETS n I� FLOOR BOX, SINGLE SERVICE TYPE FLOOR BOX, SINGLE SERVICE TYPE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE V❑ FLOOR BOX, MULTI -SERVICE TYPE V® FLOOR BOX, MULTI -SERVICE TYPE, DOUBLE DUPLEX/COMMUNICATIONS DUPLEX/COMMUNICATIONS OUTLET OUTLET O POKE THRU, SINGLE SERVICE TYPE FLOOR BOX, SINGLE -SERVICE TYPE DUPLEX RECEPTACLE JBOX (POWER) - LINO - POKE THRU, MULTI -SERVICE TYPE iqrT FLOOR BOX, MULTI -SERVICE TYPE POWER/COMMUNICATIONS OUTLET JBOX (POWER)/COMMUNICATIONS POKE THRU, MULTI SERVICE TYPE ® O POKE THRU, SINGLE SERVICE TYPE DOUBLE DUPLEX RECEPTACLE JBOX (POWER)/COMMUNICATIONS POKE THRU, SINGLE -SERVICE TYPE JBOX (POWER) - LINO POKE THRU, MULTI -SERVICE TYPE, DOUBLE DUPLEX/COMMUNICATIONS OUTLET FLOOR BOX TYPE (REFER TO SPECIFICATIONS FOR FLOOR BOX TYPES AND X - CATALOG NUMBERS AND QUANTITY AND SIZES OF CONDUITS TO EACH BOX,UNO) 12 � NUMBER INDICATES BRANCH CIRCUIT NUMBER FLOOR BOX, CONFIGURATION AS INDICATED, FLUSH MOUNTED, UNLESS OTHERWISE NOTED. NOTE: FOR ABOVE DEVICES, SUBSCRIPT'X' INDICATES: AF - MULTI -SERVICE TYPE - ACCESS FLOOR "C' SUBSCRIPT NEXT TO ANY BR - MULTI -SERVICE TYPE - BALLROOM TYPE FLOOR BOX INDICATES HALF OF CC - MULTI -SERVICE TYPE - CONVENTION CENTER TYPE RECEPTACLES IN BOX TO BE F - FURNITURE FEED AUTOMATICALLY CONTROLLED M - MULTI -SERVICE TYPE S# - SINGLE -SERVICE TYPE. # - # OF GANGS WP - SINGLE -SERVICE WEATHERPROOF TYPE - (POWER OR DATA ONLY) POWER CONNECTIONS JUNCTION BOX, WALL MOUNTED J❑ JUNCTION BOX, CEILING MOUNTED SPECIAL EQUIPMENT CONNECTION, WALL MOUNTED. SUBSCRIPT'X' SPECIAL EQUIPMENT CONNECTION, �-t INDICATES UNIQUE IDENTIFIER, REFER ©X CEILING MOUNTED. SUBSCRIPT'X' INDICATES UNIQUE IDENTIFIER, REFER X TO EQUIPMENT CONNECTION SCHEDULE. TO EQUIPMENT CONNECTION SCHEDULE. DISCONNECT SWITCH, REFER TO COMBINATION MOTOR STARTER L❑ EQUIPMENT CONNECTION SCHEDULE DISCONNECT, REFER TO EQUIPMENT FOR DISCONNECT TYPE, LINO CONNECTION SCHEDULE FOR DISCONNECT TYPE, LINO MOTOR, SUBSCRIPT'X' DENOTES L8 VARIABLE FREQUENCY DRIVE ❑X MOTOR DESIGNATION, REFER TO EQUIPMENT CONNECTION SCHEDULE SHUNT TRIP PUSH BUTTON H B - BUILDING SHUNT TRIP PP ❑ POWER POLE OR - LIGHTING OVERRIDE SINGLE LINE SYMBOLS CKT BREAKER,'###' INDICATES TRIP ###/#) SETTING, '#' INDICATES NUMBER OF POLES 0 X SS - SOLID STATE . UTILITY METER GFP - GROUND FAULT PROTECTION ERMS - ENERGY -REDUCING Ems,' N MAINTENANCE SWITCH �/L AUTOMATIC TRANSFER SWITCH EO - ELECTRICALLY OPERATED ###/#) DRAW -OUT CKT BREAKER, '###' INDICATES TRIP SETTING,'#' INDICATES NUMBER OF POLES ASP AUTOMATIC TRANSFER SWITCH, 1 ATs WITH BYPASS ISOLATION FUSED SWITCH,'###' INDICATES TRIP e ###/# SETTING,INDICATES NUMBER OF POLES '#' TRANSFORMER ENCLOSED CIRCUIT BREAKER SHIELD/ISOLATION TRANSFORMER ENCLOSED NON -FUSED DISCONNECT SWITCH ENCLOSED FUSED DISCONNECT SWITCH GENERATOR ' K KIRK KEY INTERLOCK PANEL PANELBOARD NAME ST SHUNT TRIP SPD SURGE PROTECTIVE DEVICE PAD MOUNTED TRANSFORMER DMM DIGITAL MULTIMETER 1 GROUND IN -GRADE BOXES ❑H XX HANDHOLE H❑X XX - _X r BOX NUMBER �M MANHOLE SIZE DESIGNATION/TYPE © XX PULLBOX BOX TYPE HH-HANDHOLE MH-MAHHOLE PB-PULLBOX DEVICE NOTES: UTILITY TYPE REFER TO DETAILS FOR EXACT BOX TYPE, SIZE AND C-COMMUNICATION SPECIFICATIONS. P-POWER EXAMPLE: CMH-1-01 DISTRIBUTION EQUIPMENT SWITCHBOARD D I L — HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) INCOMING OR WAIN' SECTION DISTRIBUTION SECTION MOTOR CONTROL CENTER FUTURE SECTION DISTRIBUTION SECTION INCOMING SECTION HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) PANELBOARD NAME FRONT OF PANEL WALL RECESSED MOUNTED SURFACE MOUNTED PANELBOARD/SWITCHBOARD NAMING BLDG-EIMDPHAI A,B,C... DESIGNATOR DISTINGUISHES ROOM OR ROOM PANEL SERVED FROM 1,2,3... DESIGNATOR DISTINGUISHES INDIVIDUAL PANEUSWITCHBOARD H - 480Y/277V L - 208Y/120V NOTHING INDICATES LIGHTING/RECEPTACLE PANEL BRANCH PANEL AV AUDIO VISUAL PANEL DP DIMMING PANEL GDP - GENERATOR DISTRIBUTION PANEL GSB - GENERATOR SWITCHBOARD K KITCHEN PANEL LC LOAD CENTER LCP - LIGHTING CONTROL PANEL MC METER CENTER MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL (SERVICE ENTRANCE) MSB - MAIN SWITCHBOARD (SERVICE ENTRANCE) PDU POWER DISTRIBUTION UNIT SB - SWITCHBOARD ST - SHUNT TRIP PANEL T - TENANT PANEL TC - TELECOMMUNICATIONS PANEL SC - SHOW CONTROL PANEL R - RIDE POWER PANEL INDICATES WHICH FLOOR PANEL IS LOCATED ON (IF REQUIRED) LS LIFE SAFETY LOADS (HEALTHCARE NEC ARTICLE 517) CR - CRITICAL LOADS (HEALTHCARE NEC ARTICLE 517) EQ - EQUIPMENT LOADS (HEALTHCARE NEC ARTICLE 517) N - NORMAL LOADS (HEALTHCARE) INDICATES WHICH BUILDING/AREA PANEL IS LOCATED IN (IF REQUIRED) NAME TRANSFORMER ❑J� FLOOR MOUNTED TRANSFORMER, NUMBER INDICATES KVA RATING L HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) INDICATES TRANSFORMER IS SUSPENDED TRANSFORMER DESIGNATION BLDG-TE1DPHA1 INDICATES PANEL SERVED INDICATES TRANSFORMER INDICATES WHICH BUILDING/AREA TRANSFORMER IS LOCATED IN (IF REQUIRED) NAME AUTOMATIC TRANSFER SWITCH BLDG-ATSE1HA1 AUTOMATIC TRANSFER SWITCH DESIGNATION 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 POINT OF CONNECTION 1 SECTION DESIGNATION SHEET NUMBER e POINT OF DEMARCATION XXXX DETAIL CALLOUT /X\ REVISION CALLOUT A )()()()( DETAIL DESIGNATION SHEET NUMBER 0 KEYNOTE CALLOUT DEMOLITION < R > EXISTING TO BE REMOVED < X > EXISTING TO REMAIN < RL > EXISTING TO BE RELOCATED < NL > EXISTING - NEW LOCATION DEMOLITION CONDUIT DEMOLITION EQUIPMENT 77­1❑7 CIRCUITING BLDG-E1 MDPHA-1 3#12,#12G,3/4"C CIRCUIT NUMBER CONDUIT SIZE PANEL DESIGNATION GROUND CONDUCTOR QUANTITY AND SIZE CIRCUIT CONDUCTOR QUANTITY AND SIZE LIGHTNING PROTECTION (:D* AIR TERMINAL, "#" INDICATES TERMINAL M MAIN CONDUCTOR CABLE X LENGTH IF GREATER THAN 18", G COUNTERPOISE CONDUCTOR CABLE SUBSCRIPT'X' INDICATES: A-FLATE SURFACE BASE B BONDING CONDUCTOR CABLE B-FLAT WALL MOUNTED PARAPET BASE ❑ TEE CONNECTOR C-SWIVEL BASE D-RIDGE SADDLE BASE(EXPOSED) E-RIDGE SADDLE BASE (CONCEALED) _ GROUND ROD F-CONCEALED AIR TERMINAL BASE ASSEMBLY • BONDING CONNECTION G-EASE AIR TERMINAL o DOWN CONDUCTOR ❑ UP CONDUCTOR GROUNDING GROUND ROD GROUND BUS BAR E 0 B chapuis design group arch itectu re. pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1813.667.2340 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 %Jo e www.exp.com ••fi Project #: 21005054 exp. Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5 - CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 Adivilent Health- MARK DATE DESCRIPTION PROJECT NUMBER 042.21-177.01 ORIGINAL ISSUE 03111/21 PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER n/a EQUIPMENT PLANNER n/a DRAWN BY Author py No.76422 e STATE OF ORI fro f� NAL �1a�• ELECTRICAL LEGENDS AND A NOTES SCALEI 12" = V-0" E001 CD r' 1 2 3 2 6 Project Status I 2 3 4 5 6 GENERAL NOTES: 1 ALL NORMAL CIRCUITS ORIGINATE IN PANEL'3NOR', UNLESS OTHERWISE NOTED. 2 ALL CRITICAL CIRCUITS ORIGINATE IN PANEL'3CBOR', UNLESS OTHERWISE NOTED. 3 VENDOR SPECIFIC DRAWINGS WERE NOT AVAILABLE AT THE TIME OF DESIGN. THE INFORMATION NECESSARY TO BID THE PROJECT IS PROVIDED. ALL FINAL CONNECTIONS WILL NEED TO BE VERIFIED WITH VENDOR SPECIFIC DRAWINGS PRIOR TO ROUGH -IN OF ANY CONDUITS, RACEWAYS AND JUNCTION BOXES, 4 VERTICAL RACEWAYS VD1 AND VD2 NOTED ON THIS SHEET MUST BE DIVIDED INTO SECTIONS FOR SEPARATION OF DIFFERENT VOLTAGE CLASSES WITHIN THE RACEWAY. REMOVABLE OPENINGS SHALL BE PROVIDED WITH GROMMETED - - - - - OPENINGS IN THE FACE FOR CABLING CONNECTIONS. VERIFY WITH THE E - - - EQUIPEMENT VENDOR. E 5 CONTRACTOR TO CONFIRM CRITICAL LIGHT FIXTURES IN THE ROOM ARE j s <X> PROVIDED WITH INTEGRAL BATTERY PACKS. FIXTURES WITHOUT INTEGRAL 1 I BATTERY PACKS SHALL BE RETROFITTED WITH NEW INTEGRAL BATTERY PACKS. BATTERY PACK SENSE LEGS SHALL BE TAPPED ON THE LINE SIDE OF THE SWITCH. s� KEY NOTES <X> < �� ,- 1201 NEW EMERGENCY POWER OFF (EPO) SWITCH. PROVIDE 2#12 & 1#12G IN 1/2" CONDUIT R,.-.N, BETWEEN MAIN POWER SWITCH FOR EQUIPMENT (SEE NOTE 204) AND FROM THE FIRST EPO ZU TO THE SECOND EPO. EPO SHALL SHUNT TRIP THE MAIN POWER SWITCH. 202 EXISTING "IN -USE" LIGHT TO BE REUSED. PROVIDE A 1/2" CONDUIT WITH 2#12 AND 1#12G FROM THIS LOCATION THROUGH VD1 (REFER TO NOT 205) AND CONNECT TO RELAY CIRCUITRY PROVIDED BY CYSTO EQUIPMENT VENDOR. EXTEND POWER CONNECTIONS FROM EXISTING LIGHT LOCATION. CONTRACTOR TO REUSE EXISTING DOOR SWITCH TO 09 <X> CONTROL "IN -USE" LIGHT. 203 EXISTING LINE ISOLATION MONITORS FOR ISOLATION POWER PANELS. <R> <R> 204 NEW ENCLOSED CIRCUIT BREAKER MAIN POWER (MP) SWITCH WITH SHUNT TRIP. 205 NEW VERTICAL WALL DUCT (VD1) FOR THE INSTALLATION OF THE RELOCATED CYSTO EQUIPMENT. WALL DUCT 18" WIDE, 3-1/2" DEEP AND SHALL BE EXTEND FROM FLOOR TO CEILING. PROVIDE AN 18" SQUARE OPENING IN THE BOTTOM OF THE DUCT FOR < < CONNECTIONS TO THE CYSTO EQUIPMENT CABINET. 206 NEW VERTICAL WALL DUCT (VD2) FOR THE INSTALLATION OF THE RELOCATED CYSTO a - - EQUIPMENT. WALL DUCT 10" WIDE, 3 1/2" DEEP AND SHALL BE EXTEND FROM FLOOR TO I CEILING. PROVIDE AN 10" REMOVABLE SQUARE OPENING IN THE BOTTOM OF THE DUCT FOR CONNECTIONS TO THE CYSTO CONTROL EQUIPMENT. 207 NEW JUNCTION BOX (P2) ABOVE CEILING WITH FACE MOUNTED FLUSH TO THE CEILING. SIZE . , JUNCTION BOX TO ALLOW FOR CONDUIT CONNECTIONS AS INDICATED IN THE CONDUIT <X> <X> SCHEDULE. PROVIDE A 4" GROMMETED OPENING IN THE FACE OF THE JUNCTION BOX FOR Sod .»> r _- ---- = ---.---_ - CONNECTIONS TO CYSTO EQUIPMENT. ALL CABLING IN THE JUNCTION BOX THAT IS NOT <X> <X> RATED FOR 600V INSULATION SHALL BE PROVIDED WITH ZIPPER TUBING RATED AT 600V. SIMILAR VOLTAGE CLASSES MAY BE GROUPED TOGETHER IN THE SAME ZIPPER TUBING. - - - JUNCTION BOX SHALL HAVE REMOVABLE COVER. 209 EXISTING DOWNLIGHTS TO BE DEMOLISHED. ALL OTHER LIGHTING AND CONTROLS IN THIS SPACE ARE EXISTING TO REMAIN. 0 C U A v rn 0 v N O (V CD 3 ELECTRICAL DEMO LIGHTING PLAN 1/4" = V-0" CYSTO EQUIPMENT CONDUIT SCHEDULE FROM TO DESCRIPTION MP VD1 MAIN POWER FEED. REFER TO ONELINE. P2 VD1 (3) 3" - MAXIMUM LENGTH OF 25' P2 VD1 (2) 2-1/2" - MAXIMUM LENGTH OF 25' P2 VD1 (1) 1" - MAXIMUM LENGTH OF 25' P2 VD2 (1) 3% MAXIMUM LENGTH OF 41' P2 VD1 VD2 VD2 (1) 2-1/2" - MAXIMUM LENGTH OF 35' (2) 2-1/2" - MAXIMUM LENGTH OF 39' VD1 VD2 (1) 2" - MAXIMUM LENGTH OF 39' E <2> - �� <5> 3> I - 3> <R> _ <X> x= <X> 7 15 .... ,-.._.,.. <X> <X> X> <X> 10 10 <X> r M L, r'' _ <X> <X> 11 7 8 <X>' 5 <XXX><X> 3 9 9 <X> 3 <X> 11 <X> 03 11 <X> _ 6 03 CODE BLUE STAFF <X> ASSIST <X> <X> 4 -6 -MON wt 3NOR 3COR 0 Q 2 ELECTRICAL NEW POWER PLAN 1/4" = 1'-0" ELECTRICAL DEMO POWER PLAN 1/4" = 1'-0" chapuis design group arch itecture. pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1813.667.2340 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 www.exp.com •��> Project #: 21005054 x Cert of Auth: 29701 • P D PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5- CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 ,.ventrHea1th MARK DATE DESCRIPTION PROJECT NUMBER 042-21-177.01 ORIGINAL ISSUE 03/17/21 PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 B LANDSCAPE ARCHITECT +n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER n/a EQUIPMENT PLANNER n/a DRAWN BY Author -0di' � tTt•r A L� r f� ffdf x94,, 4 � • P 4 � V No. 76422 • �� 51/ylam l STATE OF • 40 NAI. v '��r►rrrttt`�� ELECTRICAL PLANS DEMO AND NEW A PROJECT NORTH SCALE �1/4"=,'-0" El 01 m 2 3 4 5 6 Project Status __ _ 11 I I III I I I I I __L_ 111 III.._! 1 1 lI 11 I 1 II _ _I - _ -I- I L- — E FBI f B A 1 2 3 4 5 6 -99000obb- — COPPER FEEDER SCHEDULE FEEDER DESIGNATION No.OF SETS PHASE CONDUCTORS (PER SET) N NEUTRAL CONDUCTOR (PER SET) G GROUND CONDUCTOR (PER SET) SG SYSTEM BONDING JUMPER (PER SET) P PARTIAL NEUTRAL SERVICE CONDUCTOR (PER SET) I ISOLATED GROUND CONDUCTOR (PER SET) 1 CONDUIT SIZE LFMC, - CONDUIT TYPES IMC, GRC, SCH EMT, FMC, 40 PVC CONDUIT SIZE - CONDUIT SCH 80 PVC TYPES 3 PHASE & GROUND G (PER SET) 3 PHASE NEUTRAL & GROUND P, N, NG, NSG (PER SET) 3 PHASE NEUTRAL GROUND & ISOLATED GROUND NGI, NSGI (PER SET) 3 PHASE & GROUND G (PER SET) 3 PHASE NEUTRAL & GROUND NG, NSG (PER SET) 3 PHASE NEUTRAL GROUND & ISOLATED GROUND NG, NSGI (PER SET) 15 1 3 # 12 1 # 12 1 # 12 1 # 8 1 # 12 3/4" 314" 3/4" 314" 3/4" 3/4" 20 1 3 # 12 1 # 12 1 # 12 1 # 8 1 # 12 3/4" 3l4" 3/4" 3/4" 3/4" 314" 30 1 3 # 10 1 # 10 1 # 10 1 # 8 1 # 10 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 40/50 1 3 # 8 1 # 8 1 # 10 1 # 8 1 # 10 3/4" 3/4" 1" 3/4" 1" 1" 60 1 3#6 1#6 1#10 1#8 1#10 314" 1" 1" 1" 1" 11/4" 70/80 1 3# 4 1# 4 1# 8 1# 8 1# 8 1" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 100/110 1 1 3# 2 1 1# 2 1# 6 1# 8 1# 8 1# 6 1 1/4" 1 1/4" 1 1/2" 1 1/4" 1 1/2" 1 1/2" 125 1 3# 1 1# 1 1# 6 1# 6 1# 6 1# 6 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2" 2" 150 1 3 # 1/0 1 # 1/0 1 # 6 1 # 6 1 # 6 1 # 6 1 1/2" 2" 2" 1 1/7 2" 2" 175 1 3 # 2/0 1 # 2/0 1 # 6 1 # 4 1 # 4 1 # 6 1 1/2" 2" 2" 2" 2" 2" 200 1 3 # 3/0 1 # 3/0 1 # 6 1 # 4 1 # 4 1 # 6 2" 2" 2" 2" 21/2" 21/2" 225 1 3 # 4/0 1 # 4/0 1 # 4 1 # 2 1 # 2 1 # 4 2" 21 /2" 21 /2" 2" 21 /2" 21 /2" 250 1 3 # 250 1 # 250 1 # 4 1 # 2 1 # 2 1 # 4 2" 21/2" 21/2" 21/2" 3" 3" 300 1 3 # 350 1 # 350 1 # 4 1 # 2 1 # 2 1 # 4 21/2" 3" 3" 3" 3" 3" 350 1 3 # 500 1 # 500 1 # 3 1 # 1/0 1 # 1/0 1 # 3 3" 4" 4" 3" 4" 4" 400 2 3 # 3/0 1 # 3/0 1 # 3 1 # 1/0 1 # 110 1 # 3 2" 2" 21/2" 2" 2112" 21/2" 450 2 3 # 4/0 1 # 4/0 1 # 2 1 # 1/0 1 # 1/0 1 # 2 2" 21/2" 21 /2" 2" 21/2" 21/2" 500 2 3 # 250 1 # 250 1 # 2 1 # 1/0 1 # 1/0 1 1 # 2 21/2" 21/7 3" 21/2" 3" 3" 600 2 3 # 350 1 # 350 1 # 1 1 # 2/0 1 # 2/0 - 21 /2" 3" - 3" 3" - 700 2 3 # 500 1 # 500 1 # 1/0 1 # 2/0 1 # 2/0 - 3" 4" 1- 3" 4" - 800 3 3 # 300 1 # 300 1 # 1/0 1 # 2/0 1 # 2/0 - 21 /2" 3" - 21 /2" 3" - 1000 3 3 # 400 1 # 400 1 # 2/0 1 # 3/0 1 # 3/0 - 3" 3" - 3" 4" - 1200 4 3 # 350 1 # 350 1 # 3/0 1 # 4/0 1 # 4/0 - 21 /2" 3" - 3" 3" -- 1600 5 3 # 400 1 # 400 1 # 4/0 1 # 250 1 # 250 - 3" 3" - 3" 4" - 2000 6 3 # 400 1 # 400 1 # 250 1 # 300 1 # 300 - 3" 3" - 3" 4" - 2500 7 3 # 500 1 # 500 1 # 350 1 # 500 1 # 500 - 3" 4" - 4" 4" - 3000 8 3 # 500 1 # 500 1 # 400 1 # 500 1 # 500 - 3" 4" - 4" 4" - 4000 1 11 3 # 500 1 # 500 1 # 500 2 # 350 , 1 # 500 - 4" 4" - 4" 4" - EXAMPLES: 1. 150NG = INDICATES (1) SET OF 3#1/0 + 1#1/0 NEUTRAL + 1#6 GROUND 2. 40ONGI = INDICATES (2) SETS OF 3#3/0 + 1#3/0 NEUTRAL + 1#3 GROUND + 1#3 ISOLATED GROUND CONDUCTORS PER SET 3. 500P = INDICATES (2) SETS OF 3#250 + 1#1/0 PARTIAL NEUTRAL SERVICE CONDUCTORS PER SET EXIST. PAN ELBOARD: 2HCB CB OPT: 5T -SHUNT TRIP, FIR - 100% RATED, L -LOCKABLE AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 35kAIC VOLTAGE: 480Y/277V, 30, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: RECESSED BUS RATING: 400 A Eo - ELECTRICALLY OPERATED, ss - SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: M.L.O. EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: CRITICAL LOAD TYPE CKT NO LOAD SERVED CB P CB OPT A (VA) B (VA) C (VA) CB OPT P CB LOAD SERVED CKT NO LOAD TYPE - 1 LIGHTS - 20 1 - 3900 0 - - - - SPACE 2 - - 3 LIGHTS - 20 1 - 3900 0 - - - - SPACE 4 - - 5 LIGHTS - 20 1 - 1200 36667 3 70 MP 6 X-RAY - 7 LIGHTS - 20 1 - 400 36667 8 - 9 LIGHTS O.R. #5 AND #6 - 20 1 - 300 36667 10 - 11 LIGHTS O.R. #3 AND #4 - 20 1 - 0 0 - - - - SPACE 12 - - 13 LIGHTS O.R. #1 AND #2 - 20 1 - 3700 0 - - - - SPACE 14 - - 15 LIGHTS C.V.O.R. #1 AND #2 - 20 1 - 3800 0 - - - SPACE 16 - - 17 LIGHTS - 20 1 - 0 0 - - - - SPACE 18 - - 19 LIGHTS - 20 1 - 1200 0 - - - - SPACE 20 - - 21 LIGHTS - 20 1 - 2700 0 - - - - SPACE 22 - - 23 SPARE - 20 1 - 0 0 - - - SPACE 24 - - 25 SPACE - - - - 0 0 - - - - SPACE 26 - - 27 SPACE - - - - 0 0 - - - - SPACE 28 - - 29 SPACE - - - - 0 0 - - - - SPACE 30 - - 31 SPACE - - - - 0 0 - - - - SPACE 32 - - 33 SPACE - - - - 0 0 - - - - SPACE 34 - - 35 SPACE - - - 0 0 - - - - SPACE 36 - - 37 SPACE - - - - 0 0 - - - - SPACE 38 - - 39 SPACE - - - - 0 0 - - - SPACE 40 - - 41 SPACE - - I 1 0 0 - - - - SPACE 42 - TOTAL LOAD:1 46 kVA 47 kVA 1 38 kVA 'PANIELVALCMATO NS'' MNEC'iiE� moo = "' ' `LOAb TYPE - ' OAD DEMAND FACTOR LEGEND Spare 21100 VA 21100 VA ELEVATOR PER NEC 620.14 MOTOR 100% X-RAY 110000 VA 55000 VA HOTEL PER NEC 220.42 HEAT 100% KITCHEN PER NEC 220.56 MISC 100% TOTAL COMM RECEPTACLE PER NEC 220.44 LIGHTING 125% TOTAL DEIYIAND ] RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VMTAW UNIT PANEL PER NEC 220.84 NON-COINCIDEN... 100% X-RAY PER NEC 517.73(2);! NOTES & SPECIAL OPTIONS: EXISTING PANEL SCHEDULE LOADS WERE TAKEN FROM EXISTING AS-BUILTS AND MAY NOT REFLECT FIELD CONDITIONS. CONTRACTOR TO CONFIRM FIELD CONDITIONS. SPARE LOAD TYPE IS USED TO CALCULATE EXISTING LOADS. LOAD IS CALCULATED USING A 1.0 DEMAND FACTOR. 131100 VA 76100 VA 480Y/277V, 30, 4W 0 92 A -- CURRENT IN AMPERES 1000 _ 300A 1 HCBDP - 2HCB SQUARE D MG w/ E71.0, 1 Ox Inst. i MG Trip 300.0 A Plug 300.0 A Settings Phase j Thermal Curve INST 10 (3000A) 100 10 Mi TCC-A.tcc Ref. Voltage: 480V Current in Amps x 1 GENERAL NOTES: 1 ONE -LINE WAS CONSTRUCTED FROM AS -BUILT DOCUMENTS AND MAY NOT REFLECT FIELD CONDITIONS. 2 NOT ALL BREAKERS ARE SHOWN. REFER TO PANEL SCHEDULES FOR ADDITIONAL INFORMATION. 3 ONELINE SHOWN IS FOR REFERENCE ONLY. EXISTING COMPACT CP-60 X-FWR O.R. #5 (TO BE DEMOED) I ` EXISTING 80/2 BREAKER EXISTING CONDUCTORS TO BE TO BE REMOVED AND REMOVED/DEMOLISHED. REPLACED. EXISTING 1" CONDUIT TO REMAIN. - --r---------------------- I I 01 8012 I I I , I --------------------------®----------I I I I I I I I I I I I I I I I I I 1 I I ; I EXISTING FEED FROM PANEL'1HCBDP' EXISTING BONDING CONDUCTOR 2 PARTIAL DEMO ONE -LINE DIAGRAM NTS TO NEW CYSTO 3#4,1#4G,1"C EQUIPMENT NEW ENCLOSED CIRCUIT SCA: 13,060 1 BREAKER'MP' AIC: 35,000 EXISTING PANEL 70/3 TCC-A 1#8G BONDING CONDUCTOR 3CBOR �---r-----• ST 1-I I — — ROUTE NEW 3#4,1#4G THROUGH REPLACE EXISTING 80/2 BREAKER EXISTING 1" CONDUIT. WITH NEW 70/3 BREAKER. ------------------------------1----------------------- -- -- --------------- SCA: 30,291 �AIC: L" g : � r _ I �,:� a P"a�... s.-.� 1 SCA: 9,940 EEXI T �AIC: � DISC`. PANEL `2I BDP" 35,000 u � 22,000 ' 70/3 60/2 1 I I I 0 --------------------- -------- I I c 800/3 I I I I I o- , I I------------' I I , 1 1 ----+---- ; EXIST. XFMR 7213' 225 kVA EXISTING PRI: 480V, 3P, 3W PANEL ------i---1-- SEC: 208Y/120V,3P,4W L 3NOR I ; ; I I �-1#210 I II SCA: 10,003 AIC: 22,000 ) .I._ I I I ; I _ I SCA: 33,800�, ��'-?(0...I, °� --I--- AIC: 65,000 ; I I � I Lds <�� - c;� 0 6012 30013 35013 I ; ; ; ------ —-------- ------o----------- I , I ----------------------- -------------------------- 0, I 1 1 800/3 ; I I I I I I----------; EXIST.XFMRT2D' 225 kVA I PRI: 480V, 3P, 3W ........... SEC: 208Y/120V, 3P, 4W q�-- 1#210 I TO GEN. CONTROL SCA: 41,874 AIC: 65,000, X , DB i, A'F�,`, ._- _ ' [. ----- ISCA: 50,015 �- AIC: 65,000 , L 350/3 EXIST. ATS'CB' QI 480V, 800A, 3 POLE I I N E - --T-, I I , -------------------------------------------------------------------- ; I I , L____---_____ --__--______ ; 1SCA: 56,89 ------------- ---------------------------------------------- 1 I I ---1--------- --- SCA: 7,412 eia;� --- ---- ------------------------------------------------------------ Im-,: , II N; €` AIC: 65,000� 61 AIC: 65,000 <>.1 61 42C, 2 ' 1200/3 800/3 4F0Y,,?7 ,,PA,,A1 80013 _`., ..,,. --- ---------- ---- UTILITY SERVICE XFMR'UTILITY' (SIZE BY UTILITY COMPANY) --o-------------------------------- ------------------------------------------------- ----- --- --------- ------------------ ----- _' ---------- --- ; 0 - - - - - - - - - SEC: 480Y/277V, 3P, 4W - 4000/3 1200/3 rJ -L- 1 I I I I I I I I I I Y-" I I I I I , I I I ; I I I � I I L------------------------------------------------------------------- I I I I ; J E chapuis design group arch itecture. pa 510 Vonderburg Drive I Suite 216 Brandon, Florida 33511 1 813.667.2340 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 We • www.exp.com •�•ft Project #: 21005054 exp. Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHRYHILLS OPERATING ROOM 5 - CYSTOSCOPY 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 c Adlv�nt Health B MARK DATE DESCRIPTION PROJECT NUMBER 042.21.177.01 ORIGINAL ISSUE 03/11/21 PROJECT MANAGER TEC PROJECT DESIGNER n/a PROJECT ARCHITECT THOMAS E. CHAPUIS AR 97109 LANDSCAPE ARCHITECT n/a CIVIL ENGINEER n/a STRUCTURAL ENGINEER n/a MECHANICAL ENGINEER TIMOTHY P. PENNOCK PE 54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE 76422 INTERIOR DESIGNER n/a EQUIPMENT PLANNER n/a DRAWN BY Author -0 %jilifill,11 ,.. �ENSF�:T�9yo No. 76422A20 N p° O " STATE OF.� tVAILl�®`4 It ELECTRICAL ONE LINE POWER A DIAGRAM SCALEI 12" = V-0" M 2 J 1 PARTIAL NEW WORK ONE -LINE DIAGRAM NTS 4 5 6 XIA [1][17 Project Status