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HomeMy WebLinkAbout38233 Daugherty Rd BuildingsLO c;r);.cj cirations for ,r?np, f,ity of rleph,,rv-ills k 4 7 9 10 12 13 14 1 LI K 1 1 1 J � 1 1 1 1 I: H G F ' I E ' 1 1 D � 1 1 C 1 i B � 1 1 A 1 1 1 2 36 4 m O NOT WITHIN LIMITS OF CONSTRUCTION SUITE 0 FINANCIAL SERVICES 7,733 SQ.FT. 9'-5" 36 BREEZEWAY 9'— 5" ® -------- WNW m PT %�` Q, 36" SUPP�i* 7U It � On � RECORDS � A LOBBY � 1 � OFFICE Af ------------------------ 1 j ELECTRICAL 1 1 RECEPTION 18 i------------------- 1 75' DISTANCE OF TRAVEL CORRIDOR WAITING PREP co I I RESTROOM I 1 I EXAM RM EXAM RM � I I I I I L-----------------------------------------J y u [SI I - LLI TS.OF INTERIOR CONSTRUCTION WOUND -CARE- OF fRA I t I I I I I I I I I I I I : 75'-6" 77------ ------ ------ ------ ----------��=_ V. —=---=--=--- --=—----=-- --�—=--------=—y—Y + + + + + + + + + + ---- _ --+--+--1---+ + + + + + + + + + + + + + + + EXIT TABULATION - FIRST FLOOR SMOKE OCCUPANCY OCCUPANTS EXIT WIDTH COMPARTMENT TYPE SUITE AREA SQ. FT. NUMBER INCHES REQUIRED PROVIDED A 4,539 BUSINESS (MEDICAL OFFICE) 4,539 100 46 0.2 9.2 144 B 3,111 BUSINESS 3,111 100 31 0.2 6.2 180 GENERAL C 3,777 BUSINESS 3,777 100 38 0.2 7.6 216 GENERAL TOTALS 11,426 115 23 540 E F E,V VF � B'gv; — & I T �Y iP BUILDING ,'%y�ygA1 Y* :Z.IHs.R' OFFtCiAa } ars ai of Zephyrhilis vided with pla(s) 9 I 10 1 11 1 12 1 13 1 14 SYMBOLS 2 HR. FIRE/SMOKE PARTITION STERILE CORRIDOR MEN ■ ■ EMO ■ ■ MMM ■ ■ ■ ■ ■ ■ 2 HR. PARTITION 1 HR. FIRE/SMOKE PARTITION 1 HR. FIRE PARTITION NON -RATED SMOKE TIGHT PARTITION 48" EXIT / EXIT WIDTH IN INCHES ❑C FIRE ALARM CHIME • ( /�) SMOKE ZONE OF FIRE ALARM MANUAL PULL STA11ON ,3I:• EXIT LIGHT / DIRECTION © FIRE ALARM STROBE FECFIRE EXTINGUISHER CABINET < SMOKE DETECTOR FHC FIRE HOSE CABINET & FIRE 0 HEAT DETECTOR EXTINGUISHER s STAND PIPE ® SPRINKLER HEAD BUILDING DATA OCCUPANCY: GROUP B BUILDING AREA: (FLORIDA BUILDING CODE) MEDICAL OFFICE SUITE A 4,538 (NFPA 101) SUITE B 3,111 CONSTRUCTION TYPE II SUITE C 3,777 TYPE: (FLORIDA BUILDING CODE) TYPE I (332) TOTAL 11,426 (NFPA 220) SPRINKLERS: UNSPRINKLERED SPRINKLERED HYPERBARIC ROOM NO. OF STORIES: 1 BUILDING HEIGHT: 25 FT. CODES AND STANDARDS 1. THE FLORIDA BUILDING CODES 2004, WITH 2O06 REVISIONS. 2. NFPA 13, SPRINKLER SYSTEMS, 1999 EDITION 3. NFPA 70, NATIONAL ELECTRIC CODE, 1999 4. NFPA 72, LOCAL PROTECTIVE SIGNALING SYSTEMS, 1999 5. NFPA 780, LIGHTNING PROTECTION CODE, 1997 6. NFPA 90A, INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, 1999 7. NFPA 101, "LIFE SAFETY CODE", 2000 EDITION 1 ICI LIFE SAFETY PLANS I SEAL MMISSION NUMBER DRAWING NUMBER 1 i DATE: LS=l 00 1 GREGORY T WEHLING, AIA 2-15-08 ` AR (}0918{i0 L SHEET OF _ 1 2 3 4 1 5 6 7 8 9 10 11 12 13 14 M L Symbols / Abbreviations COLUMN GRID LINE INTERIOR ELEVATIONS) NI =__ELEVATION IDENTIFICATION A603 (NO ARROW MEANS ELEVATION NOT SHOWN) SHEET WHERE ELEVATION IS DRAWN JI/A201 BUILDING SECTION SECTION IDENTIFICATION ® (ARROW INDICATES VIEW OF SECTION) FLORIDA HospiTA 1 1 SECTION SECTION IDENTIFICATION 1P !Y K AI (ARROW INDICATES VIEW OF SECTION) A504 SHEET WHERE ELEVATION IS DRAWN 1 1 ROOM IDENTIFICATION 1 COR DOR E _ ROOM NAME • • 1in 't G206 ----_� ROOM NUMBER BuilJ 1 1 92 DOOR IDENTIFICATION 9 1 1 1 PARTITION IDENTIFICATION 4 PARTITION TYPE REFER TO PARTITION TYPES 12A Ems— SHEET FOR DETAILS. Wound Care Renovations ' NEW PARTITION DaughteryRoad H ; EXISTING PARTITION TO REMAIN ---- ---- EXISTING TO BE REMOVED Zephyrhills, FL33541 _ i n l 1 1 rim% WINDOW IDENTIFICATION � cn e� u i e aT u rawi n s W1 ALUMINUM WINDOW TYPE, REFER TO WINDOW AND 1 STOREFRONT SHEET FOR ELEVATIONS AND DETAILS. (SF)1 ALUMINUM STOREFRONT TYPE, REFER TO WINDOW AND G STOREFRONT SHEET FOR ELEVATIONS AND DETAILS. ' COMMISSION NUMBER-3001o6 General Drawin s Mechanical Drawin s Electrical Drawings 9 9 Medical Symbols / Abbreviations DAJL TE - February15, 200$ G101 TITLE SHEET M 001 ABBREVIATIONS, LEGEND AND GENERAL NOTES E-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES 1 M-100 MECHANICAL FLOOR PLAN E-100 ELECTRICAL SITE PLAN v V MEDICAL VACUUM Architectural Drawings 02 OXYGEN F ; NO2 NITROUS OXIDE A MEDICAL COMPRESSED AIR N NITROGEN A001 SITE PLAN 1 NCP NCP A100 FLOOR PLAN EMGVVA MEDICAL GAS ZONE VALVE Fire Protection Drawings 1 EVAc ANESTHESIA EVACUATION VACUUM A200 BUILDING SECTION- WALL PARTITION MGA MEDICAL GAS ALARM PANEL OE ELECTRICAL OUTLET 1 P-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES 0 SLC SURGICAL LIGHT CONTROL 0 EIP ENVIRONMENTAL INFORMATION PANEL P 100 FIRE PROTECTION PLANS E ; O CB CODE BLUE 0 PP POWER DOOR OPERATOR PUSH PLATE ACTUATOR 0 PP —NC POWER DOOR OPERATOR ACTUATOR, NON — CONTACT TYPE 1 PTD PAPER TOWEL DISPENSER Aj1L1\.CHITECTURE/INTERIOR DESIGN TTD TOILET TISSUE DISPENSER D 1 GB GRAB BAR SND SANITARY NAPTKIN DISPENSER RBK Arch'itects Inc. BCS FOLD DOWN BABY CHANGING SHELF 1 1 2804 N. 36th Street Tampa FLorida 33605 c; ' MECHANICAL AND ELECTRICAL ENGINEERING —� ic.� �e codes �z the :pp Rlre 1 landbao FjoridOf Z :py�3��. Kenyon & Partners Inc. B RFVIEw r)ATF,. 1 CITY OF ZFP14YR ' 3203 Queen Palm Drive BV"L°ING OFFI��� �� 1 ! -' v �1��� Tampa FLorida3361g a� of 7,ep Y r3� 1.L JlN; �Y,..ti� i_ t1 O1'.^rp1.`�' �� �: ! avide,g with plan(s) ! h�ttb C;C� ..T;T 'n s ALL APF7 I lay Z w. JIB II,.WNii, LEC 'iZICAI ; P ITA2$IBNG AND A ! 1 1 12 13 14 15 16 17 18 19 110 111 112 113 14 1 1 1 1 1 1 1 1 ---------------------------------------� lip-, _ : •; 7cC - I I 471 I I � + I ;a 3 +2J 1 t .INon I. 1 — L_ - 1 r 1`fl'4M •'; I,A. ... T..... V i. a 't' .• "T 1�'I L1__'_lan_=-------------1--S—-------=�-1----=`--J NOT TO SCALE VICINITY MAP - Zephyrhills ----------------------------------------- PROJECT LOCATION LIE •r' .h. -. #SEEN ` _} 1 Noun 1 1 s 1 1 NOT TO SCALE VICINITY MAP FLORIDA HOSPITAL Zephyrhillr SEAI q j-3i UU GREGORY T WEHLING, AIA L— AR 0091800 Building "M" Wound Care Renovations COVER- INDEX COMMISSION NUMBER DATE: 2-15-08 DRAWING NUMBER G=001 SHEET OF 1 7 1) A I; I; 7 A Q in 11 19 1*1 1d DEMOLITION NOTES 1. PROVIDE A FULL TIME PERSON IN CHARGE OF MAINTAINING A CLEAN WORK AREA AND WHOSE RESPONSIBILITIES MALL INCLUDE THE FOLLOWING: MAINTENANCE OF NEGATIVE PRESSURE MACHINES IN THE WORK AREAS INCLUDING PROPER OPERATION AND LOCATION, PROPER VENTING TO NON -OCCUPIED AREAS. MAINTAIN A CLEAN AND DUST -FREE AREA. MONITOR AND RECORD NEGATIVE PRESSURE READINGS FROM MANOMETERS. READINGS SHALL BE TAKEN EVERY TWO HOURS AND AT THE BEGINNING AND END OF EACH WORK DAY. 2. PROVIDE MANOMETERS TO MONITOR NEGATIVE AIR PRESSURE IN WORK AREAS. LOCATE AS DIERECTED BY ARCHITECT. 3. PRIOR TO COMMENCEMENT OF WORK, INSPECT WORK AREAS FOR WET DRYWALL AND THE PRESENCE OF MOLD OR MILDEW OR OTHER HAZARDOUS MATERIAL. REPORT FINDINGS TO ARCHTECT AND OWNER FOR DIRECTIONS ON REMOVAL PROCEDURES. 4. PROVIDE ADHESIVE SURFACED WALK -OFF MATTS AT THE EACH ENTRANCE TO A WORK AREA. 5. WORK MALL BE PERFORMED ON SCHEDULE CONVENIENT TO THE OWNER. WORK INVOLVING EXCESSIVE VIBRATION, NOISE OR OTHERWISE INTERFERING WITH EMERGENCY DEPARTMENT FUNCTIONS SHALL BE PERFORMED AT NIGHT OR AT OTHER TIMES NOT INTERFERING WITH THE OWNER'S CONTINUING OPERATIONS. 6. AREAS ADJACENT TO THE PROJECT AREA SHALL BE OCCUPIED BY THE OWNER DURING CONSTRUCTION. CONSTRUCT WORK SO THAT OWNER'S CONTINUING OPERATIONS CAN BE MAINTAINED. ALL WORK AFFECTING PATIENT OCCUPIED AREAS SHALL BE PERFORMED AT A TIME CONVENIENT TO THE OWNER. MAINTAIN EMERGENCY EGRESS AND PUBLIC ACCESS TO ALL PATIENT AREAS DURING EACH PORTION OF THE WORK. 7. PROVIDE 1 HR. RATED DUST PARTITIONS BETWEEN CONSTRICTION AREAS AND OCCUPIED AREAS IN LOCATIONS INDICATED AND IN OTHER LOCATIONS AS THE NEED MAY ARISE. 8. MAINTAIN NEGATIVE PRESSURE IN CONSTRUCTION AREAS DURING CONSTRUCTION. LOCATE, MAINTAIN AND PROVIDE TEMPORARY POWER FOR OWNER FURNISHED NEGATIVE PRESSURE MACHINES. 9. REQUIRED WORK WHICH IS LOCATED OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS AND IN OCCUPIED AREAS SHALL BE ACCOMPLISHED SO AS NOT TO INTERFERE WIIH THE OWNER'S OPERATIONS. GENERAL NOTES 1. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ALL EXISTING HOLES AND UNSEALED PENETRATIONS IN EXISTING RATED PARTITIONS WHICH ARE INCLUDED IN THIS PROJECT. REFER TO NEW WORK FLOOR PLANS FOR LOCATION. INSPECT PARTITIONS PRIOR TO BIDDING. 2. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR WORK OF OTHER TRADES NOT INDICATED ON ARCHITECTURAL DEMOLITION DRAWINGS. 3. WHERE IT IS NECESSARY TO REMOVE EXISTING CEILLNGS TO INSTALL NEW ABOVE CEILING PIPING OR DUCTWORK, REPLACE EXISTING CEILING PANELS WITH NEW PANELS TO MATCH EXISTING. REFER TO 'M'/'P' f FP' f MG' AND 'E' DRAWINGS FOR LOCATIONS. 4. REFER TO PHASING PLANS FOR PHASING REQUIREMENTS. 5. CONTRACTOR IS RESPONSIBLE FOR ALL EXISTING PARTITION, FLOOR, AND ROOF DEMOLITION NECESSARY FOR INSTALLATION OF NEW DUCTWORK, PIPING AND ROOF EQUIPMENT. REFER TO 'M' f P' f FP' f MG' AND 'E' DRAWINGS FOR LOCATIONS. 6. WHERE EXISTING DUCTWORK OR PIPING IS REMOVED, PATCH OPENINGS REMAINING IN EXISTING PARTITIONS TO MATCH EXISTING CONSTRUCTION AND RATING. REFER TO 'M'fP' f FP' f MG' AND 'E' DRAWINGS FOR LOCATIONS. FLORIDA HOSPITAL Zephyrhillr SEAL GREGORY T WEHLING, ALA L_ AR 0091800 Building "M" Wound Care Renovations DATE: SITE PLAN 2-15-08 ma SHEET OF N I 169 J H XI F 1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 10 1 11 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++ + + + + + + + + + + + + + + + + + D ACCOUNTING + + + + + + +o+ + + + + + 3,777 SQ.FT. + + + + + + BREEZEWAY + + + + + + ++++++ FINANCIAL SERVICES + + + + + + 7,733 SQ.FT. + + + + + + I 9'-51\J - \J i I I I 1 I I 1 I ------------------------------ I r---- 1----------------------- L----------------- ---------------------------- RECPT RECORDS RECEPTION CORRIDOR PREP CD RESTROOM EXAM RM F EXAM RM LOBBY WAITING NEW SHAFT WALL ADDED TO UPGRADE PARTITION TO 2HR RATING EX. COND. HYPERBARIC CHAMBER 1 HYPERBARIC TREATMENT 101 29'- t FUTURE CHAMBER 3 NEW DOOI J FRAME 101. NEW CEIIJNG GRID- ACOUSTICAL LAYIN 24" X 24" 1.5 HR RATED DOOR COORDINATE WITH NEW SPRINKLER SYSTEM REQUIRMENTS EXISTING INTERIOR FINISHES TO REMAIN EF LLf- HYPERBARIC CHAMBER 2 7 4 im t I I I I I I I I I I I I I I I i i I I I I I 9'-7" EXIST ELECT PNL SUPPLY NEW PAIR /!i' EGRESS TO EXTERIOR 11 12 2 HR SHAFT W UPGRADE. SEAL DI F BETWEEN ROOF11RJSSES AND ALL TRUSS MEMBERS. SEAL TO BOTT ROOF DECK, 7'-5" H.C. TOIL. 2 HR SHAFT WALL UPGRADE 12 13 13 101 14 14 1 i 1 I FLOOR PLAN LEGEND EXISTING PARTITION TO REMAIN EXISTING PARTITION TO DEMO NEW METAL STUD PARTITION NURSE ROOM NAME AND NUMBER 109 116A DOOR NUMBER 1-1141, A >A1 INTERIOR ELEVATION MARK B 61 -� PARTITION TYPE ' FLORIDA ' HOSPITAL Building "M" Zephyrhillf Wound Care Renovations SEAL NEW FLOOR PLANS a -c 5 DATE: I I GREGORY T WEHLING, AIA 2-15-08 AR 0091800 I I_ DRANNG NUMBER Aml 00 SHEET OF N L T J H I C C FO A 1 A G e O 7 4n 401 71) � k] 1A I z %) 1+ a 0 r 0 y Iu I i iL I3 14 FLORIDA Building "M" Zephyrhillf Wound Care Renovations WALL SECTION AND WALL TYPES SERL COMMISSION NUMBER DRAWING NUMBER 1 I5 DATE: A=200 GREGOR(Y TT WEHLINGG,, AIA 2-15-08 L AR 0091800 SHEET OF 1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 1�1 M L K J H G E D � 1 1 1 1 1 4 1 1 1 1 C j 1 1 A1 AC AIR CONDITIONING AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AP ACCESS PANEL BFF BELOW FINISHED FLOOR BHP BRAKE HORSE POWER BOT BOTTOM BTUH BRITISH THERMAL UNIT PER HOUR CC COOLING COIL CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CLG CEILING CU CONDENSING UNIT DB DRY BULB DG DOOR GRILLE DP DEW POINT DX DIRECT EXPANSION EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EDH ELECTRIC DUCT HEATER EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EL ELEVATION EQUIP EQUIPMENT EXIST EXISTING ESP EXTERNAL STATIC PRESSURE FCU FAN COIL UNIT FD FLOOR DRAIN FL FLOOR FM FACTORY MUTUAL FPI FINS PER INCH FPF FINS PER FOOT FPM FEET PER MINUTE FSD FIRE/SMOKE DAMPER G NATURAL GAS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE H HUMIDITY HC HEATING COIL HP HORSE POWER HVU HEATING AND VENTILATING UNIT KW KILOWATT LAT LEAVING AIR TEMPERATURE LRA LOCKED ROTOR AMPS LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MIN MINIMUM NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN PD PRESSURE DROP PRESS PRESSURE RA RETURN AIR RG REFRIGERANT RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT SO SMOKE DETECTOR SA SUPPLY AIR SP STATIC PRESSURE STRUCT STRUCTURAL SYS SYSTEM T TEMPERATURE TSP TOTAL STATIC PRESSURE TYP TYPICAL UC UNDERCUT UG UNDERGROUND UL UNDERWRITERS LABORATORY LION UNLESS OTHERWISE NOTED UV UNIT VENTILATOR VD VOLUME DAMPER WB WET BULB PIPING 2----------t 2 C-D----2 PIPING TO BE REMOVED EXISTING PIPING TO REMAIN CONDENSATE LINE REFRIGERANT PIPING DOMESTIC WATER GATE VALVE GLOBE VALVE CHECK VALVE BALL VALVE PLUG VALVE BUTTERFLY VALVE PRESSURE REDUCING VALVE SAFETY OR PRESSURE RELIEF VALVE VALVE IN RISER DIRECTION OF FLOW REDUCER OR INCREASER ECCENTRIC REDUCER TOP CONNECTION, 45 OR 90 DEG. BOTTOM CONNECTION, 45 OR 90 DEG. SIDE CONNECTION CAPPED OUTLET DROP IN PIPING RISE IN PIPING UNION SOLENOID VALVE ANGLE GLOBE VALVE FLEXIBLE CONNECTION PRESSURE GAUGE STRAINER WITH BALL VALVE EXPANSION JOINT SYSTEM SUMMARY HVAC DESIGN PARAMETERS CITY SUMMER DESIGN OUTDOOR SUMMER DESIGN INDOOR WINTER DESIGN OUTDOOR WINTER DESIGN INDOOR TAMPA 97F / 77F 75-F / 507.RH 36*F 72*F BUILDING U-VALUE GLASS U-VALUE SYSTEM VENTILATION RATE AS PER ASHRAE 62n 2001 FILTRATION CRITERIA AS PER ASHRAE 52-76 AHU-1 * 1'-30% EFF ROOF = - WALL = - GLASS = 1.04 SC = 0.95 SYSTEM OCCUPANCY DESIGN NOTES: * NO OUTSIDE AIR VENTILATION REQUIRED (RESIDENCE) SYSTEM # OF PEOPLE OUTSIDE AIR (CFM) TYPE OF OCCUPANCY AHU-1 - - RESIDENCE ® UP kxy DN ® UP DN ® UP L_� DN DUCTWORK SUPPLY DUCT (UP & DOWN) EXHAUST DUCT (UP & DOWN) RETURN AIR DUCT (UP & DOWN) CEILING DIFFUSERS/GRILLES (DOUBLE LINE) CEILING DIFFUSERS/GRILLES (SINGLE LINE) SIDE WALL REGISTER OR GRILLE (DOUBLE LINE) SIDE WALL REGISTER OR GRILLE (SINGLE LINE) NEW DUCT - WIDTH x DEPTH (DOUBLE LINE) NEW DUCT - WIDTH x DEPTH (SINGLE LINE) EXISTING DUCT TO REMAIN (DOUBLE LINE) EXISTING DUCT TO REMAIN (SINGLE LINE) EXISTING DUCT TO BE REMOVED (DOUBLE LINE) EXISTING DUCT TO BE REMOVED (SINGLE LINE) FLEXIBLE DUCTWORK (INSULATED) DUCT TRANSITION - CONCENTRIC (DOUBLE LINE) DUCT TRANSITION - CONCENTRIC (SINGLE LINE) DUCT TRANSITION - ECCENTRIC (DOUBLE LINE) DUCT TRANSITION - ECCENTRIC (SINGLE LINE) DUCT TRANSITION - RECT. TO RND (DOUBLE LINE) DUCT TRANSITION - RECT. TO RND (SINGLE LINE) MANUAL VOLUME DAMPER (DOUBLE LINE) MANUAL VOLUME DAMPER (SINGLE LINE) BACK DRAFT DAMPER INCLINED RISE, IN DIRECTION OF AIR FLOW (DOUBLE LINE) INCLINED RISE, IN DIRECTION OF AIR FLOW (SINGLE LINE) INCLINED DROP, IN DIRECTION OF AIR FLOW (DOUBLE LINE) INCLINED DROP, IN DIRECTION OF AIR FLOW (SINGLE LINE) FLEXIBLE CONNECTION (DOUBLE LINE) FLEXIBLE CONNECTION (SINGLE LINE) SLEEVE FOR PENETRATION THROUGH A FIRE RATED PARTITION WAIT DUCT MOUNTED COIL/HEATER (DOUBLE LINE) DUCT MOUNTED COIL/HEATER (SINGLE LINE) VANED ELBOW (PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WITH TURNING VANES EVEN IF SYMBOL IS MISSING) VANED RADIUS ELBOW (PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WITH TURNING VANES EVEN IF SYMBOL IS MISSING) ACOUSTICALLY LINED DUCT VANE TURN ELBOW & AIR SPLIT TYPE DUCT TAKE -OFF (DOUBLE LINE) --2 VANE TURN ELBOW & AIR SPLIT TYPE DUCT TAKE -OFF (SINGLE LINE) AIR FLOW CFM 1 q 6 O TYP. AIR DEVICE TYPE (EX = Existing) AIR DEVICE NECK SIZE (D THERMOSTAT / TEMPERATURE SENSOR 0 HUMIDISTAT / HUMIDITY SENSOR A AIR DEVICE TYPE (EX = Existing) -& ---DOOR GRILLE (18"x12" U.O.N.) AIR DEVICE SIZE -{ 0 DOOR FLOWCFM (1" U.O.N.) l EXHAUST FAN AIR DEVICES 2-WAY AIR FLOW 4-WAY AIR FLOW 1-WAY AIR FLOW 3-WAY AIR FLOW FLEX DUCT 0 - 100 CFM = 6"0 101 - 160 CFM = 7"0 161 - 200 CFM = 8'0 201 - 325 CFM = 10"0 326 - 400 CFM = 12"0 401 - 640 CFM = WO 641 - 700 CFM = 16"0 DRAWING SYMBOLS 1 SECTION NUMBER 2 3 DRAWING NUMBER WHERE DRAWN DRAWING NUMBER WHERE CUT POINT OF DEMOLITION POINT OF NEW CONNECTION �-► POINT OF INTERFACE BETWEEN CONTRACTORS ® KEYED NOTES SPECIFICATIONS 1.0 BASIC MATERIAL AND METHODS 1.1 ,SCOPE OF WORK PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE SYSTEM AS INDICATED ON DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. 1.2 GENERAL AND SPECIAL CONDITIONS ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS. ADDITIONALLY, WORK SHALL COMPLY WITH FLORIDA BUILDING CODE (2004 WITH 2O05 REVISIONS), ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION AND NAT04AL ELECTRICAL CODE. ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE. 1.3 QUALITY CONTROL UNLESS OTHERWISE NOTED, PROVIDE NEW MATTERIALS FREE OF DEFECTS, WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD WEIGHT AND GRADE ACCORDING TO CODE AND GOVERNING STANDARDS BY ASHRAE, SMACK NFPA AND UL INSTALL ALL EQUIPMENT, PIPING, DUCTWORK AND CONTROLS IN ACCORDANCE WITH CODES, GOVERNING STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIALS SHALL BE RATED IN ACCORDANCE WITH ASTM E84. MAXIMUM SMOKE DEVELOPED RATING SHALL BE 50. SUPPLIED EQUIPMENT SHALL BE AS SCHEDULED OR OWNER APPROVED EQUAL IN QUALITY AND PERFORMANCE. 1.4 COORDINATION COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENTS. SCHEDULE INSTALLATIONS TO AVOID CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR COORDINATION AMONG TRADES WILL NOT BE ALLOWED. 1.5 PENETRATIONS, CUTTING AND PATCHING SEAL. ALL PIPING AND DUCT PENETRATIONS OF WALLS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. FLASH ALL ROOF AND WALL PENETRATIONS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. PROVIDE FIRE DAMPERS AT ALL RATED PENETRATIONS. 1.6 HERS AND SUPPORTS PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING, DUCTWORK AND EQUIPMENT IN ACCORDANCE WITH SMACNA, MSS, ASME AND ASHRAE STANDARDS. SUPPORT ALL ITEMS FROM INTEGRAL BUILDING STRUCTURAL MEMBERS. DO NOT HANG ITEMS FROM ROOF DECKING. 2.0 CONDENSATE PIPING AND REFRIGERANT CHASES CONDENSATE PIPES SHALL BE SCH-40 PVC WITH SOLVENT WELDS, ROUTE AS SHOWN, SUPPORT TO BUILDING, PROVIDE CONDENSATE PUMPS IF REQUIRED TO MAINTAIN A PITCH OF 1/8" PER FOOT. ALL INTERIOR PIPES SHALL BE INSULATED WITH 3/4" THICK ARMAFLEX INSULATION SUITABLE FOR RETURN AIR PLENUMS. ALL ROOF PIPING SHALL BE SECURED TO THE DECK AND CONNECTED INTO A ROOF DRAIN OR GUTTER. PROVIDE P-TRAPS AT UNIT AS PER DETAIL 3.0 DUCTWORK AND ACCESSORIES 3.1 FIBERGLASS AIR DUCTS 1" THICK RIGID FIBERGLASS DUCTS (OWENS CORNING ENDURAGOLD) WITH INTERIOR ACRYLIC COATING, CONFORMING TO SMACNA FGSDCS GUIDELINES. BONDED WITH THERMOSETTING RESIN, FIRE-RESISTANT, REINFORCED, FOIL -SCRIM KRAFT PAPER FACE, R VALUE = 4.2. UL-181, UL CLOSURE, EI LABEL ON FACE. VAPOR BARRIER WITH 0.02 PERMEANCE. NOISE REDUCTION OF 0.65 MIN COEFFICIENT. 250'F RATED. CLOSURE SHALL BE WITH PRESSURE SENSITIVE TAPE, PLASTIC STRAPS AND GASKETING CONFORMING TO ENERGY CODE. (OWENS CORNING ENDURACOAT OR EQUAL). DUCTWORK INSTALLED ABOVE ROOF INSULATION SWUl BE 1.5' THICK WITH AN R-VALUE OF 6 (MINUIMUM). PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS AS SHOWN. ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE, ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM, BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT AREA. RIGID ROUND DUCT A. DESCRIPTION: RIGID, CYLINDRICALLY MOLDED SECTIONS OF FIBER GLASS DUCT BOARD. B. THICKNESS: 1 INCH. C. END TREATMENT, FACTORY -MOLDED ROUND DUCT. PREMOLDED, HIGH -DENSITY, SUP JOINT. FACING EXTENDS ON END WITH EXTERNAL PORTION OF JOINT TO FORM STAPLING TAB. 3.2 FLEXIBLE DUCTS A. GENERAL' COMPLY WITH UL 181, CLASS 1. B. FLEXIBLE DUCTS - INSULATED: FACTORY -FABRICATED, INSULATED, ROUND DUCT, WITH AN OUTER JACKET ENCLOSING GLASS FIBER (1" THICK IN CONDITIONED AREAS, 1-1/2" THICK IN NON -CONDITIONED SPACES) INSULATION AROUND A CONTINUOUS INNER LINER. 1. REINFORCEMENT: STEEL -WIRE HELIX ENCAPSULATED IN THE INNER LINER. 2. OUTER JACKET. GLASS -REINFORCED, SILVER MYLAR WITH A CONTINUOUS HANGING TAB, INTEGRAL FIBER GLASS TAPE, AND NYLON WAGING CORD. 3. INNER LINER: POLYETHYLENE FILM. 3.3 SHEET METAL MAI ERUV S A. SHEET METAL, GENERAL: PROVIDE SHEET METAL IN THICKNESSES INDICATED, PACKAGED AND MARKED AS SPECIFIED IN ASTM A 700. B. GALVANIZED SHEET STEEL: LOCK -FORMING QUALITY, ASTM A 527, COATING DESIGNATION G 90. PROVIDE MILL PHOSPHATIZED FINISH FOR EXPOSED SURFACES OF DUCTS EXPOSED TO VIEW. C. REINFORCEMENT SHAPES AND PLATES: UNLESS OTHERWISE INDICATED, PROVIDE GALVANIZED STEEL REINFORCING WHERE INSTALLED ON GALVANIZED SHEET METAL DUCTS. FOR ALUMINUM AND STAINLESS STEEL DUCTS PROVIDE REINFORCING OF COMPATIBLE MATERIALS. D. TIE RODS: GALVANIZED STEEL, 1/4-INCH MINIMUM DIAMETER FOR 36-INCH LENGTH OR LESS; 3/8-INCH MINIMUM DIAMETER FOR LENGTHS LONGER THAN 36 INCHES. 3.4 AIR DUCTS - EXHAUST AIR SMACNA LOW PRESSURE CLASS GALVANIZED SHEET METAL DUCT SYSTEM WITH LOCK FORMING QUALITY. (SNAP - LOCK IS OK) 3.5 SEALING MATERIALS A. JOINT AND SEAM SEALANT. ONE -PART, NON -SAG, SOLVENT -RELEASE -CURING, POLYMERIZED BUTYL SEALANT COMPLYING WITH FSTT-S-001657, TYPE I; FORMULATED WITH A MINIMUM OF 75% SOLIDS. B. FLANGED JOINT MASTICS: ONE -PART, ACID -CURING, SILICONE ELASTOME RIC JOINT SEALANTS, COMPLYING WITH ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE 0. 3.6 FIRE STOPPING A. FIRE-RESISTANT SEALANT: PROVIDE ONE -PART ELASTOMERIC SEALANT FORMULATED FOR USE IN A THROUGH -PENETRATION FIRE -STOP SYSTEM FOR FILLING OPENINGS AROUND DUCT PENETRATIONS THROUGH WALLS AND FLOORS, HAVING FIRE -RESISTANCE RATINGS INDICATED AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES PER ASTM E 814 BY UNDERWRITERS LABORATORY, INC. OR OTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. B. PRODUCTS: (SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING:) 'DOW CORNING FIRE STOP SEALANT'; DOW CORNING CORP. "3M FIRE BARRIER CAULK CP-25' ELECTRICAL PRODUCTS DN./3M. "RTV 7403' GENERAL ELECTRIC CO. "PYRE PUTTY"; STANDARD OIL ENGINEERED MATERIALS CO. 3.7 REINFORCEMENT A. CHANNEL REINFORCEMENT. GALVANIZED -STEEL CHANNELS FABRICATED FROM ASTM A 527 AND HAVING G 60 OR G 90 ZINC COATING WEIGHT. REFER TO FGDCS FOR CHANNEL SIZES AND SPACING. B. TIE RODS REINFORCEMENT: 12-GAGE, GALVANIZED -STEEL WIRE, LENGTH TO SUIT TERMINATION METHOD. REFER TO FGDCS FOR ROD SIZES AND SPACING. C. REINFORCING ROD WASHERS: 2-1/2 INCHES SQUARE BY 0.028 INCHES THICK MINIMUM OR 0.020 INCHES THICK TO SUIT TERMINATION METHOD, GALVANIZED -STEEL WASHER WITH TURNED EDGES. D. INSTALL ANTI -SAG DEVICES IN DUCTS 48 INCHES WIDE AND LARGER. E FOR NEGATIVE PRESSURE DUCTS, FASTEN REINFORCING CHANNELS THROUGH DUCTS TO 2-INCH, BY 6-INCH, BY 20-GAGE GALVANIZED -STEEL CUPS AT TRANSVERSE AM AND 2-1/2-INCH-SQUARE GALVANIZED -STEEL WASHERS AT INTERMEDIATE REINFORCEMENT. REFER TO SCHEDULES IN THE FGDCS FOR QUANTITIES. 3.8 CLOSURE A MATERIALS: SELECT 1 OF THE FOLLOWING CLOSURE MATERIALS AS RECOMMENDED BY THE FIBROUS GLASS DUCT MANUFACTURER: 1. PRESSURE -SENSITIVE TAPE: A MINIMUM OF 2-1/2 INCHES WIDE, FIBER GLASS -REINFORCED, ALUMINUM FOIL TAPE COMPLYING WITH UL STANDARD 181A, PART P. AND IMPRINTED WITH THE REQUIRED INFORMATION. 2. HEAT -ACTIVATED TAPE: A MINIMUM OF 2-1/2 INCHES WIDE, FIBER GLASS -REINFORCED, FOIL/SCRIM TAPE COMPLYING WITH UL STANDARD 181A, PART H, AND IMPRINTED WITH THE REQUIRED INFORMATION. 3. MASTIC AND GLASS FABRIC: A MINIMUM OF 3 INCHES WIDE, GLASS FABRIC AND DUCT MANUFACTURER'S RECOMMENDED MASTIC THAT COMPLIES WITH UL STANDARD 181. DRAWING INDEX MECHANICAL M-001 ABBREVIATIONS, LEGENDS AND GENERAL NOTES M-100 MECHANICAL FLOOR PLAN SPECIFICA11ONS -CONTINUED 3.9 HANGING AND SUPPORTING A INSTALL UPPER ATTACHMENTS TO STRUCTURES WITH AN ALLOWABLE LOAD NOT EXCEEDING 1/4 OF THE FAILURE (PROOF TEST) LOAD. B. INSTALL CONCRETE INSERT BEFORE PLACING CONCRETE. C. INSTALL POWDER -ACTUATED CONCRETE FASTENERS AFTER CONCRETE IS PLACED AND COMPLETELY CURED. D. DUCT ATTACHMENT: SUPPORT HORIZONTAL DUCTS WITH TRAPEZE -TYPE HANGERS. E. HANGER: SUSPEND DUCT ATTACHMENT FROM BUILDING ATTACHMENT WITH 1 OF THE FOLLOWING HANGER TYPES: 1. GALVANIZED -SHEET METAL STRIP, A MINIMUM OF 22 GAGE BY 1 INCH WIDE. 2. GALVANIZED -STEEL ROD, 1/4 INCH DIAMETER, THREADED ITS ENTIRE LENGTH. 3. GALVANIZED -STEEL WIRE, 12 GAGE MINIMUM. F. ATTACH HUNGERS TO JOINT AND REINFORCEMENT CHANNELS THAT OCCUR WITHIN THE REQUIRED HANGER SPACING. ATTACH HANGERS TO TRANSMIT LOAD TO THE SIDES AND BOTTOM CHANNELS AND NO MORE THAN 6 INCHES FROM SIDES OF DUCT. G. SUPPORT EQUIPMENT AND METAL DUCT COMPONENTS AND ACCESSORIES INDEPENDENT FROM DUCT. H. SUPPORT TERMINAL COMPONENTS SEPARATELY. I. INSTALL SHEET -METAL SLEEVE TO SUPPORT DAMPERS. EXTEND SLEEVE FOR MOTORIZED DAMPERS TO SUPPORT OPERATOR. 4.0 AIR DEVICES PROVIDE AIR DEVICES AS PER AIR DEVICE SCHEDULE. SUBSTITUTIONS MAY BE SUBMITTED FOR PRIOR APPROVAL. 4.1 FLEXIBLE CONNECTIONS PROVIDE FLEXIBLE CONNECTIONS AT ALL EQUIPMENT CONNECTIONS. SWILL BE INSTALLED WITH A MINIMUM CLEARANCE TO THE APPLIANCE AS SPECIFIED IN THE APPLIANCE'S INSTALLATION INSTRUCTIONS. 5.0 TESTING. ADJUSTING AND BALANCING BALANCE AIR FLOWS FOR EQUIPMENT, INLETS AND OUTLETS FOR SPACE COMFORT. 6.0 SUBM PROVIDE 6-SETS (EACH) OF MANUFACTURERS DATA, O&M MANUALS, ELECTRICAL DATA, DIMENSIONAL DATA AND CLEARANCES, CONNECTION DATA, COLOR SAMPLES (IF REQUIRED) AND TEST DATA FOR THE FOLLOWING: A/C EQUIPMENT, CONTROLS, EXHAUST FANS AND DIFFUSER/GRILLES. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING EQUIPMENT. ENGINEER WILL REQUIRE 10 WORKING DAYS TO REVIEW DRAWINGS. MECHANICAL GENERAL NOTES 1. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE AIR PASSAGE DIMENSIONS. 2. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 8'-0". 3. INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS. 4. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. 5. MOUNT ALL SPACE THERMOSTATS AND/OR SENSORS 4 FEET ABOVE THE FLOOR, UNLESS OTHERWISE NOTED. 6. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT. 7. UNLESS OTHERWISE NOTED, INSTALL ALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO THE BOTTOM OF THE STRUCTURE. COORDINATE ELEVATION AND LOCATION WITH RAIN LEADERS, WATER PIPING, PLUMBING VENTS, AND MAJOR ELECTRICAL CONDUITS OR CABLE TRAY. 8. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 9. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. 10. SUPPORT DUCTS PER SMACNA. 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (2004 WITH 2O05 REVISIONS), SMACNA FGDCS & DCS, AND NFPA 90A. 12. ROUTE ALL DUCTWORK, PIPING, ACCESSORIES AS NECESSARY TO AVOID BUILDING STRUCTURE, COMPONENTS AND LIGHTING. COORDINATE ANY TRANSITIONS MADE TO DUCTWORK WITH MAXIMUM FAN PRESSURE DROP REQUIREMENTS FROM MANUFACTURER. ROUTE/SIZE ALL REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS. 13. ALL DIMENSIONS ARE APPROXIMATE DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 14. ALL FINISHED WORK SHALL BE FREE OF DEFECTS WITH EXISTING SURFACES MAINTAINED IN THE SAME CONDITION AS ORIGINAL 15. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND DUCT PENETRATIONS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL ACCESSORIES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE 18. THE WORK INDICATED ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF DUCTWORK AND EQUIPMENT, ETC. 19. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO IDENTIFY ABOVE CEILING CONFLICTS. THE CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 20. ALL ROOF ATTACHED EQUIPMENT AND APPURTENANCES INCLUDED IN THE SCOPE OF THIS PROJECT ARE REQUIRED TO BE SECURED TO THE UNDERLYING BUILDING STRUCTURE THE FASTENING SYSTEMS SHALL BE INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AS DETERMINED IN ACCORDANCE WITH THE CURRENT BUILDING CODE. 21. HVAC WORK CONSISTS OF PROVIDING AIR CONDITIONING SYSTEMS FOR A COMPLETE OPERATING SYSTEM AS INDICATED ON THE DRAWINGS. ALL WORK SHALL COMPLY WITH APPLICABLE CODES IN SPECIFICATIONS. IT IS THE INTENTION OF THE CONTRACT DRAWINGS AND SPECIFICATION TO CALL FOR COMPLETE, FINISHED WORK, TESTED, AND READY FOR OPERATION. NOTE: THESE ARE STANDARD SYMBOW AND GENERAL NOTES AND MAY NOT ALL APPEAR ON THE PROJECT DRAWNQM HOWEVER WHEREEi THE SYMML APPEARS ON THE PROJECT DRAWNGS, THE R'EM SHALL BE PRONDED AND WTALLED. 1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 10 1 11 12 13 Z:\rbk\EAST PASCO MEDICAL CENTER\081040 - Hyperbaric Treatment\Design\O8104O_M-1.dwg Feb 14, 2008 - 1:52pm alejandro.velez 14 REVISION NO.: I DESCRIPTION: CONSULTANT 79 G G ( rA FESMO k darime DATE PROJECT NAME FLORIDA Building"M" HOSPITAL Zephyrhillr Wound Care Renovations SHEET CONTENTS )� [SEAL LEGEND, ABBREVIATIONS AND GENERAL NOTES -1 COMMISSION NUMBER DEAN S. KENYON, P.E. DATE: FL UC. No. 44012 r 2-15-08 DRAWING NUMBER SHEET m=001 OF 10 11 12 13 14 M i �w In DUCTWORK INSULATION (TYPICAL) - (DO NOT FASTEN) VERTICAL DAMPER SHOWN HORIZONTAL DAMPER INSTALLATION IS SIMILAR FIRE BARRIER PARTITION NOT FASTEN) NOTES 1-1/2" HOUR U.L. CLASSIFIED CURTAIN TYPE FIRE DAMPER. GALVANIZED SLEEVE: SLEEVE NOT LESS THAN 16 GA. DUCT. FASTEN SLEEVE TO PERIMETER ANGLES ONLY. PERIMETER ANGLES: GALVANIZED STEEL, NOT LESS THAN 1-1/2*x1-1/2" 14 GA., TO PROVIDE 1' MINIMUM OVERLAP OF OPENING ON ALL 4 SIDES. BREAKAWAY DUCT CONNECTION: CONTRACTOR'S OPTION OF TYPES PER SMACNA OR MANUFACTURERS INSTRUCTIONS. PROVIDE 1/4 TO 1/2 INCH CLEARANCE ON HEIGHT AND WIDTH. DAMPER COLLAR EXTENSION INTEGRAL PART OF SLEEVE. ACCESS PANELS: SIZE AND LOCATION TO PERMIT SERVICING THE FUSIBLE LINK OR LINKS. FIRE DAMPER DETAIL 4=4 14 L OFFICE EXA RM EXAM RM EXAM RM go wm�mm MENEM am M N N M 0 w 0 w N E IN !No IV - EXCOND, l NI- 7 -d EE, OFFICE I H"(FIERBARIC CHAMBE-R 1 V '7- r STOR 111F A— I TIJ RE CHAMBER 3 ---------- 3 L -J 0 a IN* V T7 t i&u- i (EXISTING F /�N/ n=4 T /yi"IERBARIC. �HAMBER IV -xH T N lj L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j TIF 1 1 �1[ 7CFFFnT!T 11,1,11117jIll 17111, 1 �fl' tl: TTF I 72Z lye a N a 0 0 M a a a a a E a 0 N 0 N 0 0 E a M a a a M M M M M a a moo ------------------------------------------------------------------------------------------------------------------- ------------------------------------ MECHANICAL FLOOR PLAN SCALE: 1/4*=1'-0* MECHANICAL NOTES: PROVIDE NEW FIRE DAMPER IN RATED WALL EXISTING DUCTWORK AND ASSOCIATED AIR DEVICES TO REMAIN. REPLACE FLEX DUCT WITH NEW 114"0 ROUND DUCT THROUGH EXISTING RATED WALL EXAM RM EXAM RM 6L Hall 7111 2 REVISION NO.: DESCRIPTION: CONSULTANT G. C. PROJECT NAME FLORIDA HOSPITAL Zahbyrhills 111p SEAL DATE 3203 QUEEN PALM DRIVE TAMPA, FLORIDA 33619 PHONE (813) 241-6488 FAX (813) 241-6498 Board of Praf-mlon-' Enolnem — Licerm # 27336 Building "M" Wound Care Renovations MECHANICAL FLOOR PLAN DEAN S. KENYON, P.F— FL W. No. 44012 re 7 COMMISSION NUMBER DATE: 2-15-08 DRAWING NUMBER SHEET M-100 OF 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 Z:\rbk\EAST PASCO MEDICAL CENTER\081040 — Hyperkiric Treatment\Design\081040—M-2.dwg Feb 14, 2008 — 1:52pm alejandm,yelez 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1"1 K J F i D � 1 1 1 1 1 1 1 1 C � 1 1 1 1 —A1 Y 1 1 1 1 8 � 1 1 1 A ABBREVIATIONS A AMPERE AF AMPERE FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE C CONDUIT CAT CATEGORY CB CIRCUIT BREAKER CH CHILLER CKT CIRCUIT CL CENTER LINE CLG CEILING CU COPPER EC ELECTRICAL CONTRACTOR EF EXHAUST FAN EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EWH ELECTRIC WATER HEATER EXIST, EX EXISTING FA FIRE ALARM FCP FIRE ALARM CONTROL PANEL FACC FIRE ALARM COMMAND CENTER FATC FIRE ALARM TERMINAL CABINET FO FIBER OPTIC GFl GROUND FAULT CIRCUIT INTERRUPTER GND,G GROUND HOA HAND -OFF -AUTO HACR HEATING/AIR CONDITIONING -RATED HID HIGH INTENSITY DISCHARGE HPF HIGH POWER FACTOR HPS HIGH PRESSURE SODIUM HP HORSEPOWER IG ISOLATED GROUND JB JUNCTION BOX KCMIL THOUSAND CIRCULAR MILS KVA KILOVOLT AMPERE KW KILOWATT MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL MH METAL HALIDE MLO MAIN LUGS ONLY MTD MOUNTED NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. NF NON -FUSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN PNL PANEL 0 PHASE PB PUSHBUTTON PVC POLYVINYL CHLORIDE CONDUIT RGC RIGID GALVANIZED STEEL CONDUIT SW SWITCH SWBD SWITCHBOARD TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TS TIME SWITCH XFMR TRANSFORMER TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UPS UNINTERRUPTIBLE POWER SUPPLY LION UNLESS OTHERWISE NOTED VAV VARIABLE AIR VOLUME VFD VARIABLE FREQUENCY DRIVE V VOLT WP WEATHER PROOF DRAWING SYMBOLS 1 SECTION NUMBER 2 3 DRAWING NUMBER WHERE DRAWN DRAWING NUMBER WHERE CUT ® NOTES LIGHTING LEGEND 1 a CEILING MTD. 2'x4' LIGHT FIXTURE (SEE SCHEDULE) AD° a CEILING MOUNTED 2'x2' LIGHT FIXTURE (SEE SCHEDULE) A 0 a CEILING MOUNTED LIGHT FIXTURE (SEE SCHEDULE) 1 a WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE) AO a CEILING MOUNTED LIGHT FIXTURE (SEE SCHEDULE) A Q ° WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE) 1 ❑ a CEILING MOUNTED LIGHT FIXTURE (SEE SCHEDULE) A g a WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE) A F--0—I a FLUORESCENT STRIP (SEE SCHEDULE) A 6-0 POLE MOUNTED LUMINAIRE (SEE SCHEDULE) AC-♦0 2 HEAD POLE MOUNTED LIGHT FIXTURE (SEE SCHEDULE) 1 _ I _ A 3 HEAD POLE MOUNTED LIGHT FIXTURE (SEE SCHEDULE) 1 A 4 HEAD POLE MOUNTED LIGHT FIXTURE (SEE SCHEDULE) 1 ® A EXIT SIGN. SINGLE OR DOUBLE FACE (SEE SCHEDULE) A EMERGENCY LIGHTING FIXTURE WITH BATTERY BACK-UP (SEE SCHEDULE) A v v v a TRACK LIGHT. NUMBER OF HEADS AS SHOWN (SEE SCHEDULE). LIGHTING CONTROLS a SINGLE POLE SWITCH 20A 120/277V LION CENTERUNE MOUNTED 48" AFF M S K K: KEY TYPE M: MOTOR RATED S2 DOUBLE POLE 20A 240V SWITCH - LION CENTERUNE MOUNTED 48" AFF S 3 THREE WAY 20A 120/277V SWITCH - LION CENTERUNE MOUNTED 48' AFF S4 FOUR WAY WALL MOUNTED SWITCH - LION CENTERUNE MOUNTED 48' AFF SOD DIMMER SWITCH - LION CENTERUNE MOUNTED 48' AFF 0 TIME SWITCH AS INDICATED. LION MOUNT TOP OF ENCLOSURE 66' AFF ® CEILING MOUNTED OCCUPANCY SENSOR. SEE SPECIFICATIONS WALL MOUNTED OCCUPANCY SENSOR. LION CENTERUNE MOUNTED 6' BELOW CEILING. SEE SPECIFICATIONS. COMMUNICATIONS LEGEND q WALL MOUNTED TELEPHONE OUTLET. LION CENTERLINE MOUNTED 18' AFF V WALL MOUNTED DATA COMMUNICATION OUTLET. LION CENTERLINE MOUNTED 18' AFF 0 FLOOR MOUNTED COMMUNICATION OUTLET ® POWER/DATA COMMUNICATION POLE AS INDICATED. WITH (2) 20A 120V DUPLEX RECEPTACLES. © COMMUNICATION EQUIPMENT RACK, SEE SPECIFICATIONS. GENERAL NOTES 1. TEXT SHOWN ON PLANS ADJACENT TO UGHTING FIXTURES SHALL DENOTE THE FOLLOWING: LOWERCASE LETTER (BY FIXTURE OR SWITCH) INDICATES LIGHT SWITCH CONTROL UPPERCASE LETTER INDICATES FIXTURE TYPE NUMERAL INDICATES BRANCH CIRCUIT NUMBER. 2. SHADED LIGHTING FIXTURE SYMBOLS THAT APPEAR ON PLANS INDICATE EMERGENCY LIGHTING FIXTURES AND SHALL BE INTERPRETED AS FOLLOWS: LIFE SAFETY BRANCH CIRCUIT: CRITICAL BRANCH CIRCUIT: EMERGENCY LIGHT FIXTURE WITH BATTERY BACK UP: (THE ABOVE SHAD. APPLY TO ALL UGHTTNG FIXTURE SYMBOLS SHOWN ON LEGEND). 3• NUMERALS SHOWN ON PLANS ADJACENT TO WIRING DEVICES INDICATE BRANCH CIRCUIT NUMBER(S). 4. STANDARD SYMBOLS SHOWN ON LEGEND MAY NOT ALL APPEAR ON PLANS. WHERE SYMBOL APPEARS ON PLANS FURNISH AND INSTALL AS SPECIFIED. 5. ALL STANDARD SYMBOLS ON LEGEND THAT APPEAR ON PLANS WITH HIDDEN LINES SHALL BE EXISTING TO REMAIN (FOR REFERENCE ONLY). EXISTING SYMBOLS (AS DESCRIBED ABOVE) THAT APPEAR ON PLANS WITH AN ADJACENT ABBREVIATION SHAD_ BE INTERPRETED AS FOLLOWS: RL = EXISTING TO BE RELOCATED (SHOWN AT EXISTING LOCATION ON DEMOLITION PLAN). REFER TO INSTALLATION PLAN FOR NEW LOCATION. CONTRACTOR SHALL EXTEND WIRING TO NEW LOCATION AND RECONNECT. R = EXISTING TO BE REMOVED. CONTRACTOR SHALL REMOVE DEVICE AND/OR EQUIPMENT AND UNLESS OTHERWISE NOTED REMOVE ALL UNUSED CONDUIT AND WIRING. POWER LEGEND HOMERUN TO PANEL INDICATED (CONCEALED). MINIMUM 3/4'C. UNLESS OTHERWISE NOTED PROVIDE #12 CONDUCTORS AS REQUIRED BY NUMBER OF CIRCUITS SHOWN. INCLUDE J12 GROUND AND #12 NEUTRAL LP t ► CONDUCTORS. FOR HOMERUNS EXCEEDING 100' IN LENGTH PROVIDE #10 CONDUCTORS IN LIEU OF #12 AS INDICATED ABOVE. THERE SHALL BE A MAXIMUM OF 3 BRANCH CIRCUITS PER HOMERUN (AS INDICATED ON PLANS). TEXT SHOWN BY HOMERUN INDICATES PANELBOARD DESIGNATION AND CIRCUIT NUMBER(S). CONDUIT CONCEALED IN WALL OR ABOVE CEILING SPACE. UNLESS OTHERWISE NOTED PROVIDE #12 CONDUCTORS AS REQUIRED BY NUMBER OF CIRCUITS SHOWN. INCLUDE #12 GROUND AND #12 NEUTRAL MINIMUM 1/2'C. UNDERGROUND CONDUIT OR BELOW SLAB. UNLESS OTHERWISE NOTED PROVIDE #12 CONDUCTORS AS REQUIRED BY NUMBER OF CIRCUITS SHOWN. INCLUDE #12 GROUND AND #12 NEUTRAL. MINIMUM 3/4"C. - - - - - EXISTING CONDUIT. AS INDICATED. Q CEILING OR WALL MOUNTED JUNCTION BOX. LION SIZE AS REQUIRED BY NEC. MOTOR. AS INDICATED. 6 120/240V 10 3W PANELBOARD. AS INDICATED. HEAVY DUTY DISCONNECT SWITCH, NON FUSIBLE. SEE SPECIFICATIONS. LION MOUNT TOP OF ENCLOSURE 66' AFF HEAVY DUTY FUSIBLE DISCONNECT SWITCH. FUSED AS INDICATED ON PLANS. SEE SPECIFICATIONS. LION MOUNT TOP OF ENCLOSURE 66' AFF. Q� DUPLEX RECEPTACLE. 20A 120V LION CENTERLINE MOUNTED 18' AFF DUPLEX RECEPTACLE. 20A 120V LION CENTERUNE MOUNTED 42" AFF DOUBLE DUPLEX RECEPTACLE OUTLET. 20A 120V LION CENTERUNE MOUNTED 18' AFF. DOUBLE DUPLEX RECEPTACLE OUTLET. 20A 120V LION CENTERUNE MOUNTED 42' AFF. FIRE ALARM LEGEND © PULL STATION. LION CENTERUNE MOUNTED 48" AFF. ❑a HORN CENTERUNE MOUNTED 80" AFF OR 6' BELOW CEILING, WHICHEVER IS LOWER. ® STROBE. MOUNTED 80' AFF OR 6' BELOW CEILING WHICHEVER IS LOWER HORN/STROBE. MOUNTED 80' AFF OR 6' BELOW CEILING WHICHEVER IS LOWER CHIME/STROBE. MOUNTED 80" AFF OR 6" BELOW CEILING WHICHEVER IS LOWER Q HEAT DETECTOR CEILING MOUNTED 20 SMOKE DETECTOR CEILING MOUNTED W. DUCT MOUNTED SMOKE DETECTOR FIRE ALARM CONTROL PANEL FCP LION MOUNT TOP OF ENCLOSURE 72' AFF. FIRE ALARM SYSTEM REMOTE ANNUNCIATOR. ® LION MOUNT TOP OF ENCLOSURE 66" AFF. 8 FLOW SWITCH TAMPER SWITCH Q SHUT -DOWN RELAY ® MAGNETIC DOOR HOLDER REMOTE ALARM INDICATOR WITH TEST SWITCH. FLUSH ® COUNG MOUNTED. (WALL MOUNTED, CENTER LINE 48' AFF IN MECHANICAL ROOMS). HALON CONTROL PANEL HCP LION MOUNT TOP OF ENCLOSURE 66" AFF Q FIRE ALARM TRANSPONDER LION MOUNT TOP OF ENCLOSURE 66' AFF FIRE SERVICE JACK mi LION CENTERLINE MOUNTED 48" AFF FIRE SERVICE HANDSET MH LION CENTERUNE MOUNTED 48" AFF 1 FIRE DAMPER (FURNISHED UNDER DIV. 15.) TSMOKE DAMPER (FURNISHED UNDER DIV. 15) Q: T FIRE SMOKE DAMPER. (FURNISHED UNDER DIV. 15.) ELECTRICAL SPECIFICATIONS 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACC, E W NFPA 70, 2005 EDITION 1 )°'���.._t 15 jl i- TI (sj�� x `wu% Ti� j NFPA 72, 2002 EDITION. 1 NFPA 101, LIFE SAFETY CODE 2003 EDITION. FLORIDA BUILDING CODE 2004 EDITION. INCLUDING THE 2005 AND 2006 AMENDMENTS. FLORIDA ARE PREVENTION CODE 2004. ALL APPLICABLE RULES AND REGULATIONS OF LOCAL CODES. 2. ALL WIRING SHALL BE COPPER TYPE THHN/THWN. SOLID FOR 110 AND SMALLER, STRANDED FOR ALL CONDUCTORS J8 AND LARGER. 3. UNLESS OTHERWISE NOTED ALL CABLES AND CONDUCTORS SHALT. BE INSTALLED (CONCEALED WHERE POSSIBLE) IN AN APPROVED RACEWAY, AS FOLLOWS: INTERIOR (CONCEALED OR EXPOSED): a) EMT, SET SCREW TYPE FITTINGS OR COMPRESSION TYPE FITTINGS IN DAMP LOCATIONS. b) FLEXIBLE CONNECTION WHIPS (MAXIMUM 6'-0' LENGTH). FLEXIBLE METAL CONDUIT SHALL BE USED FOR ALL FINAL CONNECTIONS TO MOTORS, LIGHTING FIXTURES AND OTHER VIBRATING EQUIPMENT. ALL INTERIOR CONDUITS SHALL BE CONCEALED EXCEPT IN ELECTRICAL AND MECHANICAL ROOMS. EXTERIOR (CONCEALED OR EXPOSED): a)CONDUIT OR RIGID (THREADED FITTINGS AS MANUFACTURED BY CONDUIT MANUFACTURR b) FLEXIBLE LIQUIDTIGHT CONNEC11ON WHIPS (MAXIMUM 6'-0' LENGTH). FLEXIBLE UQUIDTIGHT CONDUIT SHALL BE USED FOR ALL FINAL CONNECTIONS TO MOTORS AND OTHER VIBRATING EQUIPMENT. ALL RACEWAYS SHALL BE INSTALLED PERPENDICULAR AND PARALLEL TO MAJOR STRUCTURAL ELEMENTS AND IN A NEAT AND WORKMAN LIKE MANNER. EXTERIOR (UNDERGROUND): a) SCHEDULE 40 PVC. 4. DISCONNECTING MEANS SHALL BE OF THE HEAVY-DUTY TYPE. UNLESS OTHERWISE INDICATED PROVIDE NEMA 1 ENCLOSURE. 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL MATERIALS INDICATED TO BE REMOVED AS PART OF DEMOLITION WORK OF THIS PROJECT. CONTRACTOR SHALL CLEAN EACH AREA WHERE WORK IS PERFORMED ON A DAILY BASIS. 6. ALL CUTTING AND PATCHING SHALL BE RESTORED TO MATCH EXISTING SURFACE AND FINISH. WHERE NECESSARY TO DRILL THROUGH EXISTING FIRE RATED PARTITIONS OR FLOORS CONTRACTOR SHALL PATCH USING MATERIALS OF AN EQUIVALENT FIRE RATING. 7. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO NEW OR EXISTING WALLS, FLOOR, FURNITURE ETC. AND SHALL REPLACE ANY DAMAGED ITEMS WITHOUT ADDITIONAL COST TO OWNER. USE TEMPORARY COVERS TO AVOID SPREAD OF DUST AND CONSTRUCTION DEBRIS. 8. UPON COMPLETION OF THE WORK THE ELECTRICAL CONTRACTOR SHALL TEST ALL NEW EQUIPMENT, DEVICES, ETC. FOR PROPER OPERATION. REPLACE MALFUNCTIONING UNITS AND RE -TEST TO FULFILL REQUIREMENTS. 9. PANELBOARDS SHALL BE ACCURATELY LABELED TO IDENTIFY FINAL CIRCUIT NUMBERS UTILIZED, THEIR LOAD AND LOCATION. 10. ELECTRICAL INSTALLATION SHALL BE CLOSELY COORDINATED WITH ALL OTHER WORK. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ILL-TIMED INSTALLATION INCLUDING ANY ASSOCIATED REPAIRS OR REPLACEMENTS. 11. 'PROVIDE' SHALL MEAN 'FURNISH AND INSTALL'. 12. LIGHTING TOGGLE SWITCHES SHALL BE 20 AMP, SPECIFICATION GRADE TOGGLE TYPE SWITCHES. ALL SWITCHES AND COVERPLATES SHALL BE IVORY. ALL ADJACENT SWITCHES SHALL BE GANGED IN ONE COMMON COVERPLATE/BOX. LOCA11ONS AND HEIGHTS SHALL BE COORDINATED WITH DOOR SWINGS AND COUNTER HEIGHTS. 13. DUPLEX AND DOUBLE DUPLEX RECEPTACLES SHALL BE 20 AMP, 125 VOLT RATED, SPECIFICATION GRADE. RECEPTACLES SHALL HAVE A GREEN GROUNDING SCREW TERMINAL AND A SELF GROUNDING CUP. ALL RECEPTACLES SHALL BE YORY. EXACT LOCATIONS AND MOUNTING HEIGHTS SHALL BE COORDINATED WITH THE COUNTER HEIGHTS AND ALL LOCATIONS SHALL BE VERIFIED WITH THE OWNER PRIOR TO ROUGH -IN. GFCI TYPE RECEPTACLES SHALL BE 20 AMP 125V, NON FEED-THRU TYPE. 14. PANELBOARDS SHALL BE EQUIPPED WITH COPPER BUS, 98% CONDUCTIVITY. CIRCUIT BREAKERS SHALL BE OF THE BOLT -ON TYPE, SERIES CONNECTED A.IC. RATINGS SHALL. BE ACCEPTABLE AS PER MANUFACTURER'S UL SERIES CONNECTED RATINGS DATA. AVAILABLE MANUFACTURERS SHALL BE: SQUARE D, CUTLER HAMMER AND GE. 15. SUPPORTING DEVICES DAMP LOCATIONS AND OUTDOORS: HOT DIP GALVANIZED MATERIALS, U CHANNEL SYSTEM COMPONENTS. DRY LOCATION: STEEL MATERIALS. STRENGTH OF SUPPORTS: ADEQUATE TO CARRY THE LOAD TIMES A SAFETY FACTOR OF FOUR; MINIMUM 200-LB DESIGN LOAD. 16. ELECTRICAL IDENTIFICATION ENGRAVED PLASTIC LAMINATE. INSTALL ON EACH UNIT OF EQUIPMENT. THIS INCLUDES POWER, LIGHTING AND ALL SYSTEMS. USE THE FOLLOWING COLORS FOR SERVICE, FEEDERS AND BRANCH CIRCUITS: 1. 120/208V: PHASE A. BLACK. PHASE B: RED. PHASE C: BLUE. 2. 277/48OV: PHASE A. YELLOW. PHASE B: BROWN. PHASE C: ORANGE 17. TEMPORARY ELECTRICAL. SERVICE COST OR USE CHARGES FOR TEMPORARY FACILITIES ARE NOT CHARGEABLE TO THE OWNER, ARCHITECT OR ENGINEER. PROVIDE RECEPTACLE OUTLETS ADEQUATE FOR CONNECTION OF POWER TOOLS AND EQUIPMENT. PROVIDE TEMPORARY LIGHTING WITH LOCAL SWITCHING THAT PROVIDES ADEQUATE ILLUMINATION FOR CONSTRUCTION OPERATION AND TRAFFIC CONDITIONS. DRAWING INDEX ELECTRICAL E-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES E-100 ELECTRICAL FLOOR PLAN AND POWER RISER DIAGRAM �c: � l'i'n1���'®I'L `lam ?V���✓�-t� i ��=;v,1>�it�3r��� � it�- '��v1 c I RISER SYMBOLS LEGEND GROUND FAULT SENSOR CIRCUIT BREAKER. AS INDICATED DRAWOUT CIRCUIT BREAKER. AS INDICATED Y 1' STARTER / CONTACTOR T OGENERATOR b SWITCH THERMAL OVERLOAD ELEMENT TRANSFORMER FUSE 1 GROUND —©-- RELAY COIL, NOTED WITH TEXT b FUSED SWITCH p A AUTOMATIC TRANSFER SWITCH r ® METER SOCKET ! REVISION NO.: I DESCRIPTION: 1 1 CONSULTANT 1 FLORIDA HOSPITAL Zephyrhillr r rSE& DATE 3203 QUEEN PALM DRIVE TAMPA, FLORIDA 33619 PHONE (813) 241-6488 FAX (813) 241-6498 Board of Profonlonal Enginwa — Liaans" f 27336 Building "M" Wound Care Renovations LEGEND, ABBREVIATIONS AND GENERAL NOTES 1 RICHARD P. CHRUSZCZ, P.E. 1 FL 4M 1 I z I 3 I 4 I 5 I 0 I 1 I 8 I 9 I 10 I 11 I 12 I 13 I 14 Z:\rbk\EAST PASCO MEDICAL CENTER\081040 — Hyperboric Treatment\Design\081040_E-1.dwg Feb 14, 2008 — 1:50pm alejandro.velez COMMISSION NUMBER DATE: 2-15-08 DRAWING NUMBER E=001 SHEET OF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 N e�l 1`k (#i , i t 6 '`�,'^'��� '.�%'��'.:.-' '� Ly¢,�% . —��_��� ���, !. 1 A � ls� �� .iies:.. • ��1. il 1. (k"�-ll���}l��Z I j � 1 1 f ALL 1 MI i ,�--_• ,I , OIL 1 1 1 I IVI 1! 1 m �•i 1 1 1 H � 1 1 1 1 1 1 1 1 . G 1 1 1 1 Z:\rbk\EAST PASCO MEDICAL CENTER\081040 — Hyperbaric Treatment\ I ! I I I I f ! Ell E i----------------------------------------------------------------------------------------- r— — — — — — — — — — — — — — — — — — — — - -, I ------ #------- t--------F----------------F- � I EXISTING POWER COMPANY I I I ' I 1 r r 1 �' '� 1 �' \ 600A I �I 120/208V 30 4W I 13P I�MiI IkMiI I�MiI I�MiI I�MiI TRANSFORMER TO r - - - i- - - I I ( L_ _j L_ _j L- _j I_ _I L J REMAIN I 1 I I r� ( �\ 150A \ 150A \ 100A \ 150A T \ 100A (Y Y Y' 1 I ( 2P '2P 2P 2P '2P -I Y 1 1 L---I---J I I r r 4 r I I I I I l I I I I I I I I I I I I I 1 I I I I 1 /'ING-2—SETS >----------------J------EXISTING POWER COMPANY OFi INCOMING PRIMARY SERVICE 4-300KCMIL — 3"C. TO REMAIN TO REMAIN EXISTING 3-1/0— 1 1 1 I 1 ! 1 1 2"C. TO REMAIN I EXISTING I I EXISTING I I EXISTING I EXISTING I I EXISTING i PANEL 1 I PANEL I I PANEL I 1 PANEL I I PANEL 1 ,Wi IB' i i `D' i i tEr i i 'HP' I I I I I I I I I I I PARTIAL POWER RISER DIAGRAM NOT TO SCALE EXISTING MAIN SERVICE LOAD CALCULATION 1201208V 30 4W: EXISTING MAXIMUM DEMAND FROM POWER COMPANY: 44.0 KVA = 122.2 AMPS EXISTING PANEL W LOAD CALCULATION 120/208V 10 3W: EXISTING MAXIMUM DEMAND FROM POWER COMPANY: 29.3 KVA = 141.0 AMPS ELECTRICAL FLOOR PLAN SCALE. 1/8"-1'-O" 2 3 4 5 6 7 8 9 10 Design\081040—E-2.dwg Feb 14, 2008 — 1:50pm olejondro.velez - - ----- 11 12 1 13 1 14 ! REVISION NO.: [DESCRIPTION: CONSULTANT J! G G. C. FLORIDA HOSPITAL Zephyrhillr Y SHEET CONTENTS 1 1 1 I r SEAL DATE 3203 QUEEN PALM DRIVE TAMPA, FLORIDA 33619 PHONE (813) 241-6488 FAX (813) 241-6498 Board of Profeadonal Enolnem — Uaonse f 27336 Building "M" Wound Care Renovations ELECTRICAL FLOOR PLAN RICHARD P. CHRUSZCZ, P.E. Fl.. LJC. o. 40080 COMMISSION NUMBER DATE: 2-15-08 DRAWING NUMBER SHEET Eml 00 OF 1 6 I. I I.I.t I; E III IJ 11 1.4:. 1 1 I I llk .jIA JL ,i 1,ajlfifilN, I m! 1 : Ili l w M L 1 1 K 1 1 1 1 1 1 1 1 J � 1 1 1 1 1 1 1 H 4 1 i 1 1 1 1 1 G j 1 1 1 1 1 1 1 F 1 1 1 1 1 E 1 1 4 1 1 1 1 1 D f 1 1 1 1 � 1 1 1 1 1 1 1 B 1 A 1 1 2 1 3 4 1 5 6 1 7 1 8 9 1 10 1 11 1 12 1 13 1 14 1 ABBREVIATIONS AD ACCESS DOOR AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR BOT BOTTOM CLG CEILING D DRAIN DN DOWN EL ELEVATION EQUIP EQUIPMENT EXIST EXISTING FD FLOOR DRAIN FL FLOOR F FIRE MAIN FS FLOW SWITCH GPM GALLONS PER MINUTE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT SPK. SPRINKLER TS TAMPER SWITCH TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED VIF VERIFY IN FIELD LEGEND • SPRINKLER HEAD - WHITE PENDENT (SEE SCHEDULE) +; - - - - - - - - - EXISTING PENDENT MOUNTED SPRINKLER HEAD AND ARMOVER VALVE IN RISER f FLUSHING CONNECTION TOP CONNECTION, 45 OR 90 DEG. SIDE CONNECTION RISE OR DROP IN PIPE PRESSURE GAGE GATE VALVE -i CHECK VALVE BALL VALVE (LER SPRINKLER HEAD --- QUICK RESPONSE PENDENT SEMI -RECESSED MOUNTED SPRINKLER HEAD DETAIL NOT TO SCALE LOCATE FOR EASY ACCESS EXTERIOR WALL 90' ELBOW SPLASH BLOCK 1» FLOW FROM HYDRAULICALLY �/� MOST REMOTE POINT OF FIRE SPRINKLER SYSTEM TEST VALVE LAY -IN CEILING SIGHT GLASS UNION WITH CORMSSSON RESISTANT ORIFICE GIVING EQUIVALENT FLOW TO MATCH THE SMALLEST SPRINKLER ORIFICE IN THE SYSTEM FLOOR "VSPECTORS TEST CONNECTIONOT TO N FIRE PROTECTION GENERAL NOTES 1. FIRE PROTECTION WORK SHALL BE DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH NFPA 13, LATEST EDITION OR AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 3. MAKE SUCH OFFSETS AND DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS, AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS. 4. THE INSTALLER SHALL VISIT THE JOB SITE, INSPECT ALL EXISTING CONDITIONS AFFECTING THE WORK. SUBMISSION OF HIS PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 5. THE PLANS AND DIAGRAMS OF FIRE PROTECTION PIPING ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. INSTALLER SHALL COORDINATE AT SITE WITH ALL PLUMBING, HVAC, FIRE PROTECTION, AND ELECTRICAL WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK UNDER THIS CONTRACT OR THAT MAY BE EXISTING. CONTRACTOR SHALL ADJUST PIPE ROUTING AS NECESSARY TO AVOID CONFLICTS WITH EXISTING DUCTWORK, EQUIPMENT, LIGHTING, ETC. 6. INSTALLER SHALL NOT CUT ANY EXISTING STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 7. IN GEOGRAPHICAL LOCATIONS SUBJECT TO TEMPERATURES BELOW 407, PROVIDE PROTECTION FOR ALL EXPOSED FIRE PROTECTION PIPING IN ACCORDANCE WITH NFPA 13. 8. PROVIDE TAMPER SWITCHES ON ALL VALVES THAT CAN SHUT OFF FLOW IN MAINS OR BRANCHES. CHAINS AND LOCKS IN LIEU OF TAMPER SWITCHES MAY BE USED AT OUTDOOR BACK FLOW PREVENTERS ONLY IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. 9. PIPE SIZED, GENERAL ROUTING, AND CONFIGURATION IN SYSTEMS REQUIRED TO BE HYDRAULICALLY CALCULATED SHALL BE INSTALLED PER THIS ENGINEER'S CONSTRUCTION DOCUMENTS. ANY DEVIATION SUBMITTED BY THE CONTRACTOR SHALL BE RE -DESIGNED BY THIS ENGINEER WITH RELATED RE -DESIGN FEES BORN BY THE CONTRACTOR. 10• CONTRACTOR SHALL ARRANGE FOR, OBTAIN AND BEAR THE COST OF NECESSARY PERMITS, BONDS, AND FEES. 11. ALL MATERIALS SHALL BE U.L. LISTED AND BEAR THE U.L. LABEL. 12. CONDITIONS SHOWN AS EXISTING (LOCATIONS, MATERIALS, ELEVATIONS, SIZED, ETC.) ARE BASED ON AVAILABLE EXISTING DATA AND SHOULD BE INTERPRETED TO BE APPROXIMATE. CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD. EXISTING CONDITIONS FOUND TO DEVIATE FROM THOSE SHOWN SHALL BE REPORTED TO THE ENGINEER. 13. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES, PENETRATIONS FOR PIPES, CONDUITS, OR OTHER PURPOSES THROUGH ASSEMBLIES (FLOORS, ROOF, WALLS, PARTITIONS, ETC.) WITH A REQUIRED FIRE RESISTANCE RATING FIRE STOP MATERIAL SHALL BE UL LISTED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS TO MEET OR EXCEED THE FIRE RATING OF THE PENETRATED ASSEMBLY. 14. BEFORE SHUTTING OFF ANY SECTION OF THE FIRE PROTECTION SYSTEM TO MAKE ADJUSTMENTS OR ADDITIONAL CONNECTIONS, COORDINATE WITH THE OWNER AND NOTIFY THE AUTHORITY HAVING JURISDICTION. PLAN THE WORK CAREFULLY AND ASSEMBLE ALL MATERIALS TO ENABLE COMPLETION IN THE SHORTEST POSSIBLE TIME. WORK SHALL BE USED TO COMPLETION WITHOUT INTERRUPTION, AND PROTECTION SHALL BE RESTORED AS PROMPTLY AS POSSIBLE. 15. WHERE ELECTRICAL PANELS EXIST, PROVIDE DEFLECTORS ON ELECTRICAL EQUIPMENT TO PREVENT WETTING PANELS. SPRINKLER PIPING SHALL NOT BE INSTALLED DIRECTLY ABOVE ELECTRIC PANELS. 16. PROVIDE FLUSHING CONNECTION AT END OF SPRINKLER SYSTEM WHERE LAY -IN CEILING OCCURS. ALL SPRINKLER PIPING THAT REQUIRES CHANGE IN ELEVATION DUE TO COORDINATION ROUTING OF PIPING SHALL HAVE FLUSH CONNECTION AT ALL LOWER ELEVATION. THE SPRINKLER SYSTEM SHALL BE INSTALLED WITH COMPLETE DRAINABLE SYSTEM. 17. VERIFY THE EXACT LOCATION OF EXISTING FIRE PROTECTION PIPING, FROM THE ACTUAL JOB SITE. ALL NEW LINES ARE TO BE ROUTED TO AND/OR FROM VERIFIED LOCATIONS. TAPS, WHEN NOT PROVIDED BY PREVIOUS INSTALLER SHALL BE PROVIDED BY THIS INSTALLER. 18. PROVIDE AND MAINTAIN TEMPORARY CONNECTIONS TO KEEP EXISTING FIRE PROTECTION SYSTEM IN SERVICE. ANY SHUT DOWNS ARE TO BE APPROVED BY OWNER'S REPRESENTATIVE. 19. NEW SPRINKLER HEADS IN RENOVATION AREA SHALL BE QUICK RESPONSE TYPE. 20. ALL SPRINKLER HEADS SHALL BE U.L. LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING REQUIREMENTS. ALL ESCUTCHEONS AND ACCESSORIES SHALL BE METAL. 21. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 22. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 23. WHEN CONFLICTS OCCUR IN SPECIFICATIONS OR IN THE DRAWINGS, OR BETWEEN EITHER, THE ITEMS OF GREATER QUANTITY OR HIGHER COST SHALL BE PROVIDED. 24. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. 25. CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REINSTALLING ALL CEILING TILES AND GRIDS AS NECESSARY TO INSTALL NEW SPRINKLER SYSTEM. 26. COORDINATE EXACT LOCATION OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL, AND STRUCTURAL ELEMENTS OF BUILDING. MAKE MODIFICATIONS WITHOUT ADDITIONAL COST TO THE OWNER. 27. PROVIDE ALL HANGERS AS REQUIRED TO COMPLY WITH NFPA 13. 28. TAMPER SWITCHES AND FLOW SWITCHES TO BE PROVIDED AND INSTALLED BY FIRE PROTECTION CONTRACTOR AND CONNECTED BY FIRE ALARM CONTRACTOR. COORDINATE TO VERIFY COMPATIBILITY OF SWITCHES AND LOCATIONS. 29• PROVIDE ALL DRAINS AS REQUIRED BY NFPA 13. 30. PROVIDE CONNECTION TO CITY MAIN AND PAY ALL FEES ASSOCIATED. 31. EQUIP ALL GATE AND BUTTERFLY VALVES WITH LOCKING DEVICES AND TAMPER SWITCHES IF REQUIRED BY AUTHORITY HAVING JURISDICTION. 32. PENDENT MOUNTED SPRINKLER HEADS SHALL BE ALIGNED WITHIN NORMAL FABRICATION AND INSTALLATION TOLERANCES AND WILL BE CENTERED IN CEILING TILES. DRAWING SYMBOLS POINT OF NEW CONNECTION -� POINT OF INTERFACE BETWEEN CONTRACTORS ® KEYED NOTES DRAWING INDEX FIRE PROTECTION FP-001 ABBREVIATIONS, LEGENDS AND GENERAL NOTES FP-100 FIRE PROTECTION FLOOR PLAN FIRE SPRINKLER HEAD SCHEDULE SYMBOL NAME METAL FINISH TEMPERATURE K-FACTOR N.P.T. ORIFICE ESCHUTCHEON MANUFACTURER MODEL Q PENDENT WHITE 155' F 5.6 1 /2" 0.5 RECESSED CSC BV-QR NOTE: M-ESE AM • ' • SYMBOLS AID ! :ffL4L • 1: AM MAY • (A THE PROJECTDIRAWNGS HOWE*RRU- THE SYMBOL- - ON WALL PLASTIC WATERPROOF SEALANT EACH END OF PIPE SLEEVE - PIPE SLEEVE PIPE SLEEVES SHALL BE 2 PIPE SIZES LARGER THAN CARRIER PIPE. SPRINKLER PIPING WALL PENETRA11ON DETAIL NOT TO SCALE I TA71111111 %-, .. T / - NEW SPRINKLER LOCATION IN CENTER OF CEILING TILE COORDINATE WITH ALL LIGHTING AND DIFFUSER LOCATIONS (TYP) CONTINUOUS THREADED ROD 12» MAXIMUM CLEVIS HANGER FM/UL APPROVED (TYP) PRINKLER PIPING ARMOVER DETAILI 1 z 3 4 5 6 1 8 9 10 11 12 Z:\rbk\EAST PASCO MEDICAL CENTER\081040 - Hyperbaric Treatment\Design\081040_FP-1.dwg Feb 14, 2008 - 1:51pm alejandro-lez AIr%T Tf% C/'AI C ■ 13 14 4 1 1 1 1 1 1 1 REVISION NO.: DESCRIPTION: r CONSULTANT Mg &GGI,(C. PROJECT NAME ' FLORIDA HOSPITAL Zephyrhillr Fs-EAL DATE 3203 QUEEN PALM DRIVE TAMPA, FLORIDA 33619 PHONE (813) 241-6488 FAX (813) 241-6498 Board of Profei clonal Engine - Lloenee / 27336 Building °M" Wound Care Renovations LEGEND, ABBREVIATIONS AND GENERAL11 ANOTES COMMISSION NUMBER DRAWING NUMBER DEAN S. KENYON, P.E. DATE: FL LIC. No. 44012 FP=001 oQ' 2-15-08 i) -- � c, ` SHEET OF ter, 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 14 ... ........ ._ - .- _._-----------_------_--._-_- _____/__-__--------.._-_-_ __ _._ .__ ___._.w_.____-_-_-,__---.--.___ ._____._-----___ _______._--_.-___-__------------------------___-----_ .___--_ __--_------...___------._____ _.---------__---__.__ .-_--_----____----------.---.-------_-._-, Y � , , �tt��.. , �'?- TI LI 11.,�j i ., i, Y . I ' ;; • i, -t i 'N- ?!°: i`i I l ,1 iwt : Y :I.d : ;t,:; : ! Y :I( f''," t,�•: , le.: :;, L ` +, Y t 1,Al:.tl!.i '��,.L'1;,.�r.,�i<.l!;,, i., :.t1a i i( ,L�'�y��l�i' '.W ( _}� ����u��l1L;�;�� Jla,' I _ a _ �1i 'i1�.uu il�sxte. ti' s.�..ize. J .i.lii. << c2;ai�.at. 'xd,ial . e�t.' z4. r;.. Pj t i Vol t1 N 1_ i - �Q_ I Y„=7 I f �rP i r f_ i--7 ,1 / I I, LLj _ 3 — — �- _j_" J yr _J "j , r A 1p ;'1AW-01 1 I iY�P RSARI} T R r\NT 117 I jl I { i _ r- n I 1" REC PT I?lCEPT10N 00RRIIv DR �}J ff ! \ ~ j I rollED t f j t f � t I i f i - --- ------ - ------------------------------i NOTES: V 1. UL SYSTEM U415 NONBEARING WALL RATING 2 HR 2 HOUR PIPE SLEEVE —WALL PENETRATION DETAIL NOT TO SCALE 1 I I mT I I Y I ' � 1 i S I I I , Y I , I I I i Y Y Y `i/ �i A L V' k'1 ram\ 1 v i 1 + Y Y Y i i y i i + f I f_ I EXISTING 3" DOMESTIC FLOOR CONTROL VALVE WATER SERVICE (VIF) A W/TAMPER SWITCH CONNECT NEW 2° BRANCH LINE TO IXISTING DOM. WATER SERVICE FIRE PROTECTION FLOOR PLAN - SCALE: 1/8"=1'-O" 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 ( 9 I 10 I 11 I 12 Z:\rbk\EAST PASCO MEDICAL CENTER\081040 — Hyperbaric Treatment\Design\081040_FP-2.dwg Feb 14, 2008 — 1:52pm alejandro.vefez FLOW SWITCH -13 14 m ia9FiPl.illis iilil:&lil 712iC$7.A CONSULTANT =9 G G, C. I I rowu. aa�ss FLORIDA HOSPITAL Zephyrhillr FSEAL DATE 3203 QUEEN PALM DRIVE TAMPA, FLORIDA 33619 PHONE (813) 241-6488 FAX (813) 241-6498 Boord of Prof atonal Enylnews — Uesnss / 27335 Building "M" Wound Care Renovations FIRE PROTECTION FLOOR PLAN -1 COMMISSION NUMBER DEAN S. KENYON, P.E. DATE: FL LIC. No. 44012 D$� 2-15-08 DRAWING NUMBER FP=1 00 SHEET OF — T__ I L�l 14 m icy Ai -7 5S3, v c c IV