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1401 W Seminole Blvd 00-2206 (New constr Chilling and cooling Tower) Fire alarm CFRC
, ' f , f « , & % A J 7 77, 77 7: 7 7 7 777 777777�77 7 7. 777 7 7 7 7 r�V -74 A P RODUCT, INFORMATION k-Tljz Hu I IUIN rIN r"'I 11, ADD EEATVRE 49,0 -3 -929 3-( WIjE ELOCK''CH70, 2-41575W, HIME STR 0 PY e,_ U EI'J�IED, FM.APPR CAL11 QkNl�, SjXit F14 �ARSWAL-.iLlSi* NUMBER 17a' SINGLE, A011-0`�.' 3"PM FLM TM W. 2021i_W3 PUMP 2SMCAELE SWITCH _60XES EAQi'Y, A Z X 2 3 4 DEEP MXPNI�f_ 11 -MD�ES�ABLE FM z C"M 5wwd Da owy. SURFACE SIT :-i'PULL LEVEI� PRO UDEq WIEN ALARMED TIP Tk TAMPER RESISTART RESET Y Moumm INSTRUCTi kE QNS: BACK OX, 0ECIFICATIONS B 4",'Sd X 1�-1 (WHER OCK S13b) BACKBOX 4" SQ.'X 2-1/8" ?�R#8 '32 -EXTENSION RING,-* EWS, 7 UNL=z PFWP COVER FORWARO (2) #8-32 OPERATION: TINC Scpzwsw v,: 'SCREWS' io 4U9U-9795 _SING1 F ACTION', STATION REQUIRES A FIRM DOWNWARD, C/ THE ALAkM,SWITCH.* PULL- TO 'ACTIVATE�; MOTION RE 31STANCE 15 'PLASnC-.BREAK' R99 !DEb' bY'9REAKING AN INTERNAL, Vol' (VIS16LE BELOW JHE PULL1EVER). THE, PULL, LEVEL:�I_O\TCHES INTO SPEAKER THP:ALARM'-POSITION AND REMAINS, EXTENDED OUT.OF THE HOUSING M JO PRCLVIDE� A VISIOLE INDICATION OF WHICH STATION WAS ALARM . ED. OUNTING SPEAKER A MOUNTING PLATE 9NCE-INSTALLED, UNLOCKING AND OPENING THE FRONT Or STATION. PLATE CONSTRUCTION: - I -CAUSES AN ALARM. SQUARE 2) STATION HOUSING AND PULL LEVER, ARE CONSTRUCTED OF CHIP _1C OR 46 1 �A�SQ UARE' ROUND GRIELE -19 RESISTANT AND DIRT RESISTANT, HIGH IMPACT LEXAN, GRILLE SCREWS, COINE� WREWS PROTE CTOR CONE I _�,IOUSINGIAS.REQ WITH WHIT&LETTERING AND PULL LEVER IS �975-9178 SUPLP BALX BOX OR TING WIREMOLD AND CONDUIT, WHUEvWITH RED LETTERING.� SEMI�FLUSH MOUN PROTECTOR NOTE: BACKBOX IS COMPATIBLE WITH MREM%D BOX NO. 5744S-2 SUPPUD BY CWRACTM CLS ARE FOR SINGLE-�-QANQ, DOUBLE -GANG, LEXAN AS A REGISTERED TRADEMARK OF'THE GENERAL ELECTRIC Co. AM SIWUX 54WAa TU PLATE ta Wr MOUNTING HO -M4- 4" SO. 3-1/2" & 4" OCTAGON OR ROUND BACKBOXES.- APPUGATION:, NFPA 7�, THE �NATIONAL FIRE ALARM.CODE GIVES SPECIFIC MINIMUM SURFACE MOUNTING 7 REQUIRINENTS %f THIS. SUBJECT.- STATIONS SHOULD, BE MOUNTED WITH FLUSH MOUNTING THE BOTTOM OF THE�STATION NOT'LESS THAN - 3 - 1/2 FT.- OR MORE SURFACE MOUNTING THAN 5 FT. FROM THE FLOOR. USUALLY STATIONS ARE MOUNTED AT THE 1/2-17T, LEVEL. IN ORDER TO,MA ACCESSIBLE TO, AND KEI BUILDINGS AND FAcILJTIES -USABLE BY THE PHYSICALLY HANDICAPPED, SOME r % SPECIFICATIONS MAY REQUIRE THAT THE STATION BE INSTALLED"NOT MORE THAN"3 1/2 FT, FROM THE; FLOOR. I UUN3 ��nUVLTJ -Ot LOCATED IN THE NORMAL PA OF EXIT, AND DISTRIBUTED E1= IN THE PROTECTED AREA So THAT THEY ARE UNOBSTRUCTED AND READILY TIONS SHOULD BE PROVIDED TO OBTAIN A TRAVEL DISTANCE AGCES5tI3LE. STA NOT MORE THAN 200 FEET TO THE NEAREST STA11ON FROM ANY POINT IN THE 0 0 XIMUM FLOOR BUILDING.'ONE STATION SHOULD BE PROVIDED WHERE THE.MA AREA IS 10,000-SQUARE FEET OR MORE. ONE'STAT19N StIOULD 13E PROVIDE[) ON THE FIRST FLOOR AND ON EACH SUCCE�DING - ALTERNATE� FLOOR IF THE AREAS TO IH BE PROTECTED ARE SMALLER THAN 16,000 SQUARE FEET. Not WRING: SHIELD - ALL WRING TO COMPLY WITH LOCAL C60E. SHIE ADDITIONAL INIn FROM FIRE ALARM CONTROL PANEL OR To ATING DEVICES OR'RETIURN 0 SS TO FIRE ALARM CONTROL PANEL FOR STYLE D IH - CONDUCTORS MUST TEST FREE OF ALL GROUNDS. 0 OTHER INMATING DEVICES ON CIRCUIT APPLICATION. 3hn-IOA - MAINTAIN CORRECT POLARITY USE NO., 18 AN TWISTED SHIELDED PAIR FOR MAPNET 11 UNES M AXIMUM LINE RUN FROM PANEL TO FARTHEST DEVICE NOT TO EXCEED 2500 FEET. MAXIMUM TOTAL WIRE (INCLUDING ALL T-TAPS) FROM PANEL NOT TO EXCEED 10,000 FEET. MAXIMUM,QUANM OF DE14CES PER CIRCUIT. 127 IF 4020 OR 4100 OR,4120 SYSTEM, OR 128 IF 2120 SYSTEM. STRIP 1/4' FROM THE ENDS OF ALL WIRES THAT CONNECT TO THE TERMINAL BL= OF THE STATION. -GROUND FAULT EXPOSING MORE THAN 1/4"."OF WRE MAY CAUSE A EXPOSING LESS JHAN_11�- OF WRE MAY RESULT IN A FAULTY CONNECTION -A �i., r7 I., C6VE9 X, SAdKPLATE CbME ASSEWLE). 7- UNLOCK STAT�V, DROP COVER �ORWMD YNTINC--SEM17FLUSH, SURFA 120 OPERATIN TEMPERATUk �ANGF_' 32 F TO EXPOSE MQVNTING SCREWS fI G UMIDJ Y RANGE: 0 609RA 11 IT U%� �H NWNTING hl(STRU"ONS- KNOO(OUTS F09 3/4* CORDUFT REPLACE ENT PLASTIC BREAK -�20t. i COVER PLATE COME ASSFURM) Tw, NQ 8CM09 of aox _J1 MODEL NUMBER STR06E CANDEL� 4ECHOIC PEAK YA 9,10 FEET 0� A1,10 FT- REVEI BERM 7 MA)C MIN, RATED AVERAGE' CURRENT 0 24Y 1 DC r 49( 170241575W�--FR 15 83 52 58 Q70 El -0 (�Hml 4 ED 0 0 QE= 0 =0 + TO ADDITIONAL NOTIFICATION APPLIANCE DEVICES FROM FACP24VDC J NOTIFICATION APPLIANCE CIRCUIT (STROBE) OR RETURN TO FACP OR PRECEDING NAC DEVICE (STROBE) FOR STYLE Z APPLICATION. IF LAST DEVICE ON CIRCUIT IN A STYLE Y APPLICATION PLACE A IGK 1/2W END-GF-LINE 11T RESISTOR. FROM FACP 24VDC NOTIFICATION APPLIANCE CIRCUIT + + TO ADDITIONAL 24VDC CHIMES, OR OR PRECEDING NAG DEVICE RETURN TO FIRE ALARM CONTROL PANEL FOR STYLE Z APPLICATION. IF LAST DEVICE ON CIRCUIT IN A STYLE Y APPLICATION PLACE A IOK 1/2W END -OF -LINE FRONT MEW 101THOOT COVER FRONT VlUty 'WITHOUT COVER RESISTOR. PRODUCT. INFORMATION 4098-9752 TRUEALARM DUCT HOUSING FEATURES: . UL LISTED TO STANDARD 268A DESCRIPTION: * MONITORS AIR DUCTS FOR THE PRESENCE OF SMOKE SIMPLEX TRUEALARM AIR DUCT SMOKE SENSOR HOUSINGS DETECT THE PRESENCE OF SMOKE IN AIR CONDITIONING OR VENTILATING FOR USE WITH 40913-9714 TRUEALARM DUCTS. SAMPLING TUBES ARE INSTALLED INTO THE DUCT AND AIR PHOTOELECTRIC SMOKE, . SENSOR IS DIRECTED TO A SMOKE SENSOR MOUNTED IN 11AE HOUSING. VISIBLE RED LED INDICATOR ON HOUSING THESE DUCT HOUSINGS PROVIDE THE HIGH RELIABILITY PERFORMANCE PULSING INDICATES POWER -ON, STEADY ON INDICATES OF TRUEALARM ANALOG SENSING FEATURING: PROGRAMMABLE �v ALARM OR TROUBLE,AS INDICATED AT THE FIRE ALARM SENSITIVITY, CONSISTENT ACCURACY, ENVIRONMENTAL COMPENSATION CONTROL'PANEL' STATUS TESTING, AND MONITORING OF SENSOR DIRT ACCUMULATION. BASE MOUNTED ADDRESS SELECTION TRUEALARM SENSORS REQUIRE ONLY TWO WIRES FOR BOTH -REMAINS WITH LOCATION 4, -COMMUNICA TIONS AND SENSOR POWER. �ACCESSIEILE FROM FRONT (UNDER. SENSOR) 4098-9714 PHOTOELECTRIC SMOKE SENSOR WRING: 1. MAPNET II/IDNet WRING TO BE #18 AWC TWISTED SHIELDED PAIR. 2. MAiIMUM ALLOWABLE LINE RUN, FROM 4010, 4020 OR 4100 SPECIFICATIONS: Ok 4120 TO FARTHEST DEVICE, NOT TO EXCEED 2500 Fr. FOR ONE CONTINUOUS RUN. AIR VELOCITY- 400 TO 4000 FT.�MIN. 3. MAXIMUM TOTAL WIRE (INCLUDING ALL T-TAPS) ON CIRCUIT FROM 4010, DATA COMMUNICATIONS: SIMPLFX MAPNET IVIDNet 4020, 4100, OR 4120 NOT TO EXCEED 10,000 FT.. CURRENT - 400 uA TYPICAL 4. FOR MAXIMUM VOLTAGE DROP, ETC., REFER TO STR SALES ENGINEER'S 4010, 4020, 4100, OR 4120 FIELD WRING GUIDE. REMOTE LED CURRENT- 1.7mA 5. THE 2098-9806 OR -9808 IS POLARIZED; OBSERVE COLOR CODE WRING UL LISTED TEMJ?ERATURE RANGE: 32' F TO 100' F 6. MAXJMUM WIRE LENGTH TO REMOTE TEST TERMINALS IS 50 FT. OPERATING TEMPERATURE RANGE: '�2* F TO 122' F 7. ALL WRING TO COMPLY WTH LOCAL CODE. HUMIDITY RANGE:10% TO 957, RH FROM 32* F :To 122* F 8. CONDUCTORS MUST TEST FREE OF ALL GROUNDS. WRING CONNECTION5: TERMINAL BLOCKS, #18 TO #14 AWG 9. REFER TO INSTALLATION INSTRUCTIONS (574 -710). 10. REFER TO FIELD WRING DIAGRAMS 841-804, 841-996, 841-842, 841-731 842-0513. APPLICATION: PREFERRED DUCT SENSOR LOCATIONS: 11. A MINIMUM OF SIX DUCT WIDTHS DOWNSTREAM FROM BENDS OR INLETS TO AVOID AIR TURBUIENCE. 2. ON THF_ DOWNSTREAM SIDE OF FILTERS TO DETECT FIRES IN THE.FILTERS. 3. IN RETURN DUCTS, AHEAD OF' MIXING AREAS. 4. UPSTREAM OF'AIR HUMIDIFIER AND COOLING COILS, 5. NTH ACCESSIBILITY FOR TEST AND SERVICE- 5. FORADDITIONAL INFORMATION, REFER TO NFPA 90A. STANDARD FOR THE INSTALLAT19N OF AIR CONDITIONING AND VENTILATING SYSTEMS. LOCATIONS TO AVOID:_ 1- WHERE DAMPERS CLOSED FOR COMFORT CONTROL WOULD INTERFERE WITH AIRFLOW, 2. NEXT TO OUTSIDfAIR INLETS (UNLESS THE INTENT IS TO MONITOR SMOKE ENTRY FROM THAT AREA). 3. IN RETURN AIR DAMPER BRANCH DUCTS AND MIXING AREAS WHERE AIRFLOW MAY BE RESTRICTED. REMOTE INDICATOR OPTIONS: 2098-9Q06: REMOTE TEST STATION, PROVIDES A REMOTE.RED LED bICATOR AND A -REMOTE TEST KEY SWITCH MOUNTED STATUS IN ON A SINGLE GANG STAINLESS STEEL PLATE. TURNING THE TEST SWITCH TO -TEST- WILJ, INITIATE AN ALARM AND ALLOW THE k RESULTING SYSTEM RESPONSES TO BE VERIFIED. ZO98-9608: REMOTE ALARM INDICATOR, PROVIDES A DUCT SENSOR PC BOARD 4096-9752 Tinq 4 ?�i A. Ih 16 _NET II/IONet 1 '4 1 To 'ONAL MAF DEVWTOR RETURN TO rp �02210PIO 010 FIRE &ARM I I I 91MOTY CONTROL Fr. SHIELD MEL FOR STYLE 6 SYSTEM APPLIQATION 'YACK7-BOXES REQUIRED/F.Q.O. I DEEP� I A D E F G H 4' SQ. I -Val BL �NK SINGLE 4-11/16' 4-11/16, OCTAGON MUD DOUBLE GANG EXT. R�NG PLATE GANC i, BOX SQ, BOX EXT, RING 13OX RING PLASTER RING "SYMBOL/DESCRIPTION PART No. MOUNTING HT. BACKBOX REQ D RE 'MOTE TEST SWITCH, 2098-9&06 FIELD VERIFY D 'RELAY 2088-9007 FIELD VERIFY A, B, C MANUAL PULL STATION 2099-9795 48"AFF TO TOP A, I SMOKE DETECT'OR 4098-9714 CEILING (AS REQ'D) G 80" AFF OR 6" STRO BE. 4904-9135 BELOW CEILING D WHICHEVER IS LOWER. 80" AFF OR 6" HORN STROBE 4903-9293 BELOW CEILING A WHICHEVER IS LOWER. DUCT 4098-9752 DUCT (AS REQ'D) A,C FL,EX-TO-HOUSING' rs TAMPER- SWITCH 2190-9172 (AS REQ'D) A,C F4EX-TO-SWITCH DUCT DETECTOR 2190-9172 (AS REQ'D) A,C FILEXL-TO- SWITCH IMPORTANT NOTICE 1. THE INSTALLER SHALL CONTACT THE SIMPLEX SERVICE CENTER AT LEAST 3 DAYS PRIOR TO ANY DESIRED -CHECK-OUT DATE TO ALLOW FOR SCHEDULING AVAILABILITY OF OUR TECHNICIANS, NOTE1 PHOTOELECTRIC AND IONI_7ATION DETECTOR HEADS SHOULD NOT BE INSTALLE-D IN THE BASES UNTIL JUST PRIOR TO THE FINAL SYSTEM Tr:.SFS, DUST, PAINTS FROM CONSTRUCTION MAY DANAGE THESE DEVICES AND REQUIRE FACTORY CLEANING OR REPLACEMENT WHIC-H ARE NOT PART OF THE SIMPLEX SYSTEM WARRANTY. 2. THE INSTALLER SHALL COMPLETE ALL FIELD DEVICE AND PANEL CONNECTION�. ALL CIRCUITS SHALL BE CHECKED WITH AN OHMMETER FOR PROPER CONTINUITY, ALL CIRCUITS MUST TEST FREE OF OPENS, GROUNDS AND HIGH RESISTANCE SHORTS. BELL AND BATTERY METHOD OF TESTING IS NOT RECOMMENDED. 3. ALL, CIRCUITS SHALL TEST FREE tF INDUCED VOLTAGE, ONLY SYSTEM WIRING SHOULD BE IN THE SAME CONDUIT. IN ANY INSTALLATION WHERE PVC TUBING. IS USED IN PLACE OF CONDUIT OR EMT, A., COMMON DRAIN(GROUND) WIRE -SHALL BE INCLUDED. 4. THE INSTALLING COMPANY SHALL MAKE AVAILABLL THE INSTALLER RESPONSIBLE FOR WIRING THE SYSTEM, THIS PERSON MUST BE PRESENT AT THE FINAL' CHECKOUT TO IDENTIFY ALL WIRES LEADING INTO THE CONTROL PANEL. 5. THE INSTALLER WILL NOT CALL FOR FIRE DEPT, WALK-THROUGH UNTIL SIMPLEX COMPLETES THEIR FINAL CHECK-OUT OF THE SYSTEM, DEVICES SHALL BE PERMANENTLY N�OIUNTED BY THE INSTALLER AFTER FINAL FIRE DEPARTMENT WALK THROUGH, IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ), I. ALL WIRING SHALL BE IN COMPLIANCE WITH ARTICLE 760 OF THE N,E.C, y < r 4 L.Li 0 0 z z 0 0 0 0 LE_ Of C) x UJ Li _J bi V) C) V) cr_ V) CL V) 0 0� 0 0 0 Ir- 0 C) 0 C) _J _J < 0 LLJ Of- 0 LLJ :2 V) 0 x LJ < _J 0- V) LLJ L11 ry V J &41 z DO 0 0) cr_ 0 G 0 z < < < ,Cf) I C�l �V Technical Installation Support To ensure a smoother installation, Simplex provides the installer with Tecnical Labor Support. (73 Please call the Simplex service dispatcher at (407) 740-0232 to schedule a site visit- CIO IT11 by a Simplex Technician. The Technician will meet with the installer responsible for the C4 installation of the Simplex supplied equipment and: Ld Review the project -drowings. and installation instructions with the responsible installer. 0 CNI I Review Aevice and panel termination points with the responsible installer z ff) Review project. scope Be present during initial panel start-up F-4 0 a_ Identify shorts, opens and grounds in the field wiring Provide answers to on going project questions Z, -0 b j Program system to meet specifications Provide minor label changes Assist the installer with one' complete test of Simplex supplied equipment Provide one end user training session Additional services are available. For.pricing and scheduling, please call The Simplex 'Supervisor, Installation Bill Ciafre at (407)-740-0232. 0 C/) 0 LL 0 7, PRA-AVVIS. _J �.4 My OF' SANFORD < E4 LL LILL 64" f z n, < 777 z Uzi LL1 7 7 t _ 12 - - . .:; .... , .. -. ,., ,. a .' ,c' $, ... .. x. 4 .. .. _. , _ .. .. .. .- .. a _.. . _ _. ... .. ... .-.... iJ..-!_ -:. .. arse..^" ...-. �_ _ A. ��F. <d - - .�r _ 1� , .c : ..Is _ 'r 3.M, _ ply fit: •ly— s ,. ... :r _. . .., s. ,. , .. _ < , .. ,.. , :. :..,, , ., ,: •.. n`1`. r ... h '; _ - .r .. .... P _ .�. ,.. _ �. .. r 1. a.. ,.-. _: .. , .- .. ,. , , .. -, .. - - :. ., -.,� _ , > .c -. .,. ., . J .. ..•. .. 9 .' , :.. , ') _. .. .<.. , �, :, ' _. ,. . ,. _. r _ .. ,..>�-. .:. , -.' ! .,.. '... .:,. , - > i•5 - Y - n t L'J `.t F A :fix' -t§ S; _ F tea* c _ :. s ,. , . is . �. . , , _-. ., . .. "_,.. ,. - r , , ': a - i ,. z t < _ i;' .. . t " P, 1 A 1� " 1.� � .. r. ... ., .. ,.. .. V _. .. _ .. .- .. , I I � � :: I P tij 1 'j r , i rho F11 i\ Y Jp Ie f - .' 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X Z= THE INTERSECTION OF X AND Y jTHE DIMENSION BETWEEN WALL AND OUTLET BOX 2 26 28 MY01 32 1 34 36 38 40 42 43-7 8 45-5 8 4 26 28 29-7 8 32 34 36 38 40, 42 43-7 8 45-5 6 25-5 8 27-5 29-5 8 31-3 4 33-3 35-3 37-3 39-3 41-3 43-5 8 45-3 8 8 25 1 4 27-1 4 29-1 4 31-3 8 33-1 2 35-1 2 37-3 39-1 41-1 2 43-3 8 45-1 4 10 24-5 8 26-3 28-3 4 30-7 33 35 37 39-1 41-1 8 43 107 8 12 23-3 4 25-7 28 30-1 8 32-1 4 34-3 36-3 8 3B-1 40-5 42-1/2 44-3 8 14 23-3 4 25 27-1 4 29-3 31-1 2 33-3 35-7 38 40 42 -7 8 15 21- 4 24 26-1 28 1 2 30- 33 - - 9- -3 8 8 18 2D - 2 25 7- 29- 2 - D- 42-1 2 20 Vyj 4 . 21 26 - - - - 8 22 18-3 4 21-5 8 24-3 27 RP1 34-1 8 36-1 2 38-5 8 40-3 4 24 22-1 2 25-1 2 30-5 8 33-1 8 35-5 37-7 8 40 29 3 -5 8 34-1 4 36-1 2 28 . 9- 32-1 2 34- 8 3 - 8 - - 35-3 8 - 33-7 8 X=OIMENSION'OF DOOR JAMB TO WALL . , . . > I .. , p - a a, . _ _ ' ? - Q ,�- • k, - A n , a 0I 'I I I � , _. - , - ' S ay. 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' � � - ,* - � I '- , , , � , . � , ' , ': . - , , ' , '< - T F r - ,.,. ,.: ... .t. c, .. t. : , , :. , , TT } 7.. t. ,.. k .. _ Y' .r - - - , 4. ._. - - i . .i.. , .; - .-, - - - 5, - y . r �a. . ' :Y y i; - , -�4_- � " - 1 I : �� , ` _- - ' . - , ,� I ' ,' . e r.. _ . ... _ _: '.. .. ._ i _ ... ..:.:_. : .. .. - ... .. .> sr ,_> .... - , ,.. _s, �.. v , ., .. .. _._.._ _. ... ,_ .... <. ,f '� -.. , <.. _ ..i:.'.-:., .. : ., .. ., .. ,_ _. _. .. _ , .. , r.. , - _ .. . .. ,,. e. , __ .. .- - _. k _s.- t.- _ - .. _.... - " -_ r - F '• rl-tl 0 f /..v4 I, rPT THEv- Pi Ftf f )NDITIONALLY 8HALL sE win-i IOU ORE boly t! 1p,. FCl V101 ATi; C)p THE elm "JINCE F "WAALL A. C6RREC- .-ION TION PERM,11Ci FINAL REQUIRED GENERAL MECHANICAL/ELECTRICAL NOTES' LEGEND — EXISTING TO REMAIN 1. CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING BUILDINGS, FIXTURES AND 6. PIPE CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH APPROVED --- EXISTING TO BE REMOVED THERMOMETER (MERCURY -IN -GLASS) FINISHES CAUSED BY CONTRACTOR DURING THE PERFORMANCE OF THE WORK. MANUFACTURERS DRAWINGS. PR❑VIDE TRANSITIONS AS NECESSARY FROM NEW PRESSURE GAUGE W/ SHUT-OFF REPAIRS SHALL BE PERFORMED BY QUALIFIED TRADESMEN AND SHALL BE EQUIPMENT TO PIPING SYSTEMS. COMPLETED IN A MANNER ACCEPTABLE TO BOTH THE OWNER AND CONSTRUCTION Cf4 BUTTERFLY VALVE MANUAL AIR VENT MANAGER, 7. CONTRACTOR SHALL NOTIFY OWNER OF THE NEED TO REPAIR ANY EXISTING DUCTWORK OR PIPING DISCOVERED DURING THE PERFORMANCE OF THE WORK, TDV K21 TRIPLE DUTY VALVE Cj RELIEF VALVE 2. CONTRACTOR SHALL INSPECT THE SITE PRIOR T❑ THE SUBMISSION ❑F A BID. CONTRACTOR SHALL INFORM HIMSELF OF THE CONDITIONS UNDER WHICH THE WORK 8. ALL FEES AND ANY OTHER COSTS TO UTILITY COMPANIES, MUNICIPALITIES, IF BALANCING VALVE IS TO BE PERFORMED CONCERNING THE SITE ❑F THE WORK, THE OBSTACLES WHICH INSPECTORS, REVIEWING AGENCIES, ETC, ARE TO BE INCLUDED AS A PART OF CONNECT TO EXISTING MAY BE ENCOUNTERED, THE DEMOLITION AND TEMPORARY REMOVAL AND THIS CONTRACT. 1>11 GATE VALVE REINSTALLATION REQUIRED TO PROVIDE ACCESS TO THE WORK, AND ALL OTHER STRAINER RELEVANT MATTERS CONCERNING THE WORK TO BE PERFORMED. CONTRACTOR 9. CONTRACTOR SHALL DRAIN AND REFILL ALL CHILLED WATER AND TOWER WATER D60 BALL VALVE SHALL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER PIPING AS NECESSARY TO PERFORM THE WORK. WHICH CONTRACTOR SHOULD HAVE INF❑RMED HIMSELF PRIOR TO THE SUBMISSION VI CHECK VALVE MW CITY WATER MAKE-UP OF A BID. 10, OWNER SHALL HAVE THE RIGHT TO SALVAGE ANY AND ALL MATERIALS AND EQUIPMENT OR PORTION THEREOF. ALL REMOVED EQUIPMENT AND MATERIALS NOT PLUG VALVE VSD VARIABLE SPEED DRIVE 3, REMOVAL OR RELOCATION OF ANY PIPE, TUBING, ETC, 2-INCHES DIAMETER OR RETAINED BY THE OWNER SHALL BE C❑NSIDERED PROPERTY OF THE CONTRACTOR SHUTOFF COCK BOP BOTTOM OF PIPE SMALLER OR DUCTS 100 SQUARE INCHES FREE AREAS ❑R SMALLER REQUIRED TO AND SHALL BE REMOVED FROM THE OWNERS PROPERTY AND LEGALLY DISPOSED OF. ALLOW INSTALLATION OF NEW WORK SHALL BE C❑NSIDERED WORK REQUIRED BY PIPE WELL TWR TOWER WATER RETURN THIS CONTRACT WHETHER OR NOT SUCH WORK IS SHOWN ON THE DRAWINGS. 11, CONTRACTOR SHALL PROVIDE TEMPORARY REMOVAL AND REINSTALLATION OF ANY EXTRA PAYMENTS WILL NOT BE ALLOWED BY OWNER FOR WORK REQUIRED BY THIS AND ALL BUILDING COMPONENTS REQUIRED TO INSTALL NEW CHILLERS, INCLUDING FLEXIBLE CONNECTION TWS TOWER WATER SUPPLY NOTE, DOOR OPENINGS, PIPES, LIGHT FIXTURES, CONDUITS, ETC. REINSTALLATION SHALL MATCH EXISTING C❑NDITI❑NS. BRAIDED FLEXIBLE CONNECTION CWR CHILLED WATER RETURN 4. THE DRAWINGS REPRESENT THE BEST INFORMATION AVAILABLE TO THE ENGINEER. CWS CHILLED WATER SUPPLY ALL DIMENSIONS AND SIZES SHALL BE FIELD VERIFIED. D❑ NOT SCALE FROM 12. REPAIR ANY EXISTING INSULATION DAMAGED AS A RESULT OF WORK PERFORMED FS FLOW SWITCH DRAWINGS. SMALL DEVIATIONS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS UNDER THIS CONTRACT. SD SUCTION DIFFUSER TCWR TEMPORARY CHILLED WATER RETURN ENCOUNTERED SHALL BE RECONCILED DURING PERFORMANCE OF THE WORK AND SHALL NOT CONSTITUTE REASON FOR ADDITI❑NAL COMPENSATION TO THE 13.PAINT ALL NEW PIPE, NEW INSULATION AND EQUIPMENT PADS TO MATCH EXISTING PIPE CAP TCWS TEMPORARY CHILLED WATER SUPPLY CONTRACTOR. INSTALLATION. —{�- CONCENTRIC REDUCER CWP CHILLED WATER PUMP 5, CONTRACTOR SHALL NOTIFY ENGINEER AND REQUEST INSTRUCTIONS, SHOULD 14, PROVIDE PIPE LABELS TO MATCH EXISTING INSTALLATION. TWP TOWER WATER PUMP ACTUAL C❑NDITI❑NS DEVIATE SUBSTANTIALLY FROM THOSE INDICATED ON THE CH CHILLER DRAWINGS. CT COOLING TOWER RD ROOF DRAIN FD FLOOR DRAIN BOD BOTTOM OF DUCT .10 2„V —O EF I `\I O 4" V GEN. EXHAUST C SAT. DISH SAT. DISH ORD IF I \I L--J ®3' SS DN 2 1/2' DRAIN ° 3'V 2' MAKE UP 10' TWR WATER DN THRU� ROOF -� == I , r------ =Y-- _--L�-----I 12' TWS DN I I I CT-1 I THRU ROOF I fQ3 1 j I I 4 V-O \12' TWS yvi---4' REFRIG. EF I I 2, V----" L----r------------------- I DN © --- -i----------- ---------G❑❑SE L—J i I 1122' TWS CT-2 I NECK GOOSE ONECK ORD -• — FLUE DN L-------- T---c�- ti71-----3 ----� ®Q1) 2 1/2' DRAIN `\ PITCH I \\ 2' MAKE UP 3' SS DN POCKET L----� WATER ® EF O 5„ V FLUE FLUE o O lFLUES DEMOLITION NOTES. ®1 REMOVE EXISTING COOLING TOWERS, FANS, MOTORS, STARTERS, DISCONNECTS, WIRE AND CONDUIT. ®2 REMOVE EXISTING TOWER WATER SUPPLY AND RETURN PIPING FROM TOWER DOWN THROUGH ROOF. SEE A/ME2. ®3 REPAIR EXISTING ROOF PENETRATION TO MATCH EXISTING ROOF CONSTRUCTION WHERE TOWER WATER SUPPLY PIPING WAS REMOVED, ® REMOVE EXISTING DRAIN AND OVERFLOW PIPING DOWN TO 6' ABOVE CURB AND CAP, ®5 REMOVE EXISTING CITY WATER MAKE-UP AND D❑MESTIC WATER BACK-UP FROM TOWER DOWN TO 6' ABOVE CURB AND CAP, © REMOVE EXISTING 4' REFRIGERANT RELIEF VENT DOWN THROUGH ROOF. SAVE PENETRATION FOR REUSE, SEE A/ME2. ®7 REMOVE EXISTING COOLING TOWER STEEL SUPPORT DOWN TO 6' ABOVE FINISHED ROOF. ® REMOVE EXISTING TOWER WATER SUPPLY AND RETURN PIPING AS REQUIRED TO ALLOW CONNECTION TO NEW TOWER WATER SUPPLY AND RETURN PIPING. SEE A/M2 AND B/ME1, �9 REMOVE DRAIN, OVERFLOW, AND CITY/DOMESTIC WATER MAKE-UP/BACK-UP PIPING DOWN THROUGH ROOF AND CAP, REPAIR ROOF PENETRATIONS TO MATCH EXISTING CONSTRUCTION. 10 EXISTING MARLEY COOLING TOWER-3 TO BE REMOVED BY OWNER. PUMP BASE MINIMUM OF 3 BOLTS PER SIDE OF PUMP NEOPRENE WASHER & SLEEVE CONTINU❑US NEOPRENE ISOLATION PAD NEW OR EXISTING CONCRETE PAD rCN PUMP MOUNTING DETAIL ME1 SCALEi NTS A PARTIAL N SCALE, 1/8"= l'-O' IEV CHILLI BASE ORD EF I`\I -� GEN, EXHAUST C— o FLUE GROUND FOR LIGHTNING PR❑TECTI❑N FLUE DN [GOOSE NECK �4„V C c D W I O RD o Q N � REFRIGERANT I 4o VENT i n RD( SEE A/ME2 C FOR C❑NT, V � I 10 r------- 4,,_� 3" AFFLUENT CW EXISTING 4°Vo8' TWR MARLEY DN Cr-3 10' TWS DN DOCK AL D CHILLER IC7 SCALE- NTS E DRAIN O IC-1 SCALE- NTS /-3' PVC TAP UP TO ABOVE GRADE GROUND FOR LIGHTNING PR❑TECTI❑N--,,,r I ROOF GRADE SIDEWALK � I � I I -L 4'SS I S.S. CLEANOUT ..r. , nnn. •ear -rn, To x x X , TANK SIDEWALK WELD � r ION ROOF AND SITE PLAN I z SUPPORT @ UNDERSIDE OF ROOF FROM -// EXISTING STRUCTURE NEOPRENE ISOLATION PAD NEW OR EXISTING CONCRETE PAD DETAI INTERMEDIATE SUPPORTS BY MECHANICAL CONTRACTOR, PAINT TO MATCH TOWER STRUCTURAL STEEL. NEW I -BEAM SUPPORTS FOR COOLING TOWER. SEE STRUCTURAL DRAWINGS. ��rruR i -r ,,icniiv uR EQUALIZER FROM C-CHANNEL W/ ADJUSTABLE CLEVIS PIPE HANGER AND THREADED ROD, INSTALL PIPING AS HIGH AS POSSIBLE 1ALIZER PIPE SUPPORT DETAIL F PII IE1 NTS FIRE MAIN�"10 CHILLER SCHEDULE (CONSTRUCTION MANAGER -FURNISHED) COMPRESSOR EVAPORATOR CONDENSER TAG CHILLER TYPE MANUFACTURER MODEL DESIGN TONS IPLV REFIG. VOLTS MAX. FLA MAX. KW PASSES GPM EWT/LWT AP PASSES GPM EWT/LWT OP CH-1 CENTRIFUGAL Y❑RK YTK1C2E2-CRH 450 .393 R-123 480 360 260 3 725 56,90/42" 13.5 2 1350 850/95° 15.7 CH-2 CENTRIFUGAL Y❑RK YTKiC2E2-CRH 450 .393 R-123 480 360 260 3 725 56.9°/42° 13.5 2 1350 85°/95° 15.7 NOTE, 1. RATINGS BASED ON R-123 & ARI STANDARD 550-98 2, CHILLER FURNISHED WITH UNIT-M❑UNTED AND WIRED VSD WITH CIRCUIT BREAKER. COOLING TOWER SCHEDULE (CONSTRUCTION MANAGER -FURNISHED) TAG TOWER TYPE MANUFACTURER MODEL TOTAL GPM EWT/LWT G.A. WB ELECT, TOTAL HP NOTES CT-1 FORCED DRAFT PERFORMANCE CAF-240S-25-2 1800 95°F/85°F 80°F 480-3-60 50 1, 2, 3 TOWERS CT-2 FORCED DRAFT PERFORMANCE TOWERS CAF-240S-25-2 1800 950F/85°F 80°F 480-3-60 50 1, 2, 3 NQIE- 1. FURNISHED WITH VIBRATION SWITCH, MOUNTED AND WIRED BY CONTRACTOR, 2, CONTRACTOR TO FURNISH AND INSTALL FAN VSD'S, SEE SPECIFICATIONS. 3, FURNISHED WITH HANDRAIL AND LADDER, INSTALLED BY CONTRACTOR. TEMPORARY CHILLER SCHEDULE (CONTRACTOR -FURNISHED) MIN, TOTAL TYPE TONS EWT/LWT VOLTAGE CHW GPM AMBIENT PUMP HEAD NOTES AIR-COOLED 350 55°F/43°F 480 700 95°F SEE NOTE #3 1, 2, 4, 5 NOTE, 1. FURNISH WITH PVC PIPING AND CONNECTORS. 2. FURNISH START UP SERVICE FOR TEMPORARY EQUIPMENT. 3. FURNISH WITH CHILLED WATER PUMP, CONTRACTOR RESPONSIBLE FOR PUMP SELECTION, EXISTING CWP NAMEPLATE HEAD=70', 4. ALL MECHANICAL AND ELECTRICAL CONNECTIONS RESPONSIBILITY OF CONTRACTOR. 5. FURNISH WITH SINGLE POINT CHILLER/PUMP POWER CONNECTION AND FURNISH WITH 800 AMP FUSED DISCONNECT, n o EF-1 I f I I Ic_.J 13 2'V 1„V Q SAT, DISH SAT. DISH ORD EE I` I I \\ I L--y 0 3„V PUMP SCHEDULE (CONTRACTOR -FURNISHED) MOTOR TAG TYPE MFG MODEL IMP GPM TDH HP SPEED ELECT, SERVICE NOTES CWP-1 HSC B & G 4x6xl2M 11 2/5' 725 85 25 1775 480-3-60 CHILLED WATER 1 CWP-2 HSC B & G 4x6xl2M 11 2/5' 725 85 25 1775 480-3-60 CHILLED WATER 1 TWP-1 BASE -MOUNTED B & G 1510-6E 1350 65 30 1770 480-3-60 T❑WER WATER 1 END SUCTION TWP-2 BASE -MOUNTED B & G1510-6E E9E' 1350 65 30 1770 480-3-60 TOWER WATER 1 END SUCTION TWP-3 BASE -MOUNTED B & G 1510-SBC 9 i/8' 900 65 20 1770 480-3-60 TOWER WATER 1 END SUCTION NOTE, 1, COMPLETE WITH HIGH EFFICIENCY OPEN DRIP PROOF MOTOR, EXHAUST FAN SCHEDULE (CONTRACTOR FURNISHED) _ TAG MANUF MAKE & MODEL I TYPE CFM E.S.P. (IN, WG) WHEEL DIA. RPM HP VOLTS PH ACCESSORIES SERVICE EF-1 COOK ACRU-B, 180RBB UPBLAST 5000 0.75 18, 1370 1 1/2 208 1 1, 2, 3, 4, 5 REFRIGERANT EXHAUST GEN, EXHAUST C ACCESSORIES, 1= BACKDRAFT DAMPER 4= BIRD SCREEN 2= UNIT MOUNTED DISCONNECT 5= BELT DRIVE 3= INSULATED ROOF CURB ORD EF I`\I L-� GEN. EXHAUST C o FLUE GROUND FOR LIGHTNING PROTECTION FLUE DN [GOOSE _i 3" AFFLUENT NECKCW 4'V I CATWALK BY x X X TANK X X X X FIRE MAIN\� w I CONTRACTOR (TYP.) O L- < I .� o Q RD o Q LD 18 CT-1 CT-2 18 REFRIGERANT 4"V VENT I 8' TWR o C 8' TWR r / RD( / SEE A/ME2 12' TWR F❑R C❑NT,i 3' DRAIN 8' EQUALIZER 8 --_ TWR _ I 3' DRAIN___A� I FLOW ® 5 I 3' OVER '( r------- (:n n 8' TWS FLOW 15 19 V I 8' TWR 8' TWR a EXISTING 14 MARLEY 17 2 MW ig2 MW 12' TWS CT-3 �-- --- -- ---- 18 ° o❑ C �-- 1-I — — — — — — 8' TWS 10' TWS --I --- 0 O�L —2' D❑MESTIC , FLUES 14' TWR Q WATER BACK-UP _ a16 TWS I 12 TWS 2' D❑M, WATER �kSEE A/ME3 FOR SEE A/ME3 �16' TWR 1� 1614' TWS 1SUC1`TiI�❑RN /J BACK-UP IRRIGATION FOR CONT. CONTINUATION ❑F I DIFFUSER / IRRIGATION SPRINKLER TEMPORARY COOLING © (TYP.) / SPRINKLER PIPING. 14 TWS GROUND FOR TS 11 I g• TWS °i a 10' TWS / HEAD HEAD \ l LIGHTNING 3 3 3 / �o �o ROOF PROTECTION`'_O I F' / NOTES, _ 6 _ ~ ~ ®®® / GRADE CONNECT NEW 4' DRAIN - ® + 6 ®1 ENLARGE EXISTING ROOF PENETRATION TO ALLOW INSTALLATION OF NEW 14' TOWER WATER SUPPLY AND RETURN TO EXISTING 4' SS I - 3" PVC TAP UP 4' DRAIN g• TCWS/R PIPING, SEE DETAIL F/ME1. I TO ABOVE GRADE O-' � ENLARGE EXISTING OPENING IN ROOF, AS REQUIRED, TO ALLOW INSTALLATION OF NEW 5' REFRIGERANT VENT. SIDEWALK �I 3" AFFLUENT SIDEWALK SEE DETAIL F/MEI. �� 4'SS-O O' CW I I ®3 SUPPORT TOWER WATER PIPING ON ROOF PER DETAIL E/ME2. 5' REFRIG. IF �DN G GUISE �' NECK 14' TWR ORD I FLUE DN 14' TWS PITCH POCKET L----A IF O 5„ V FLUE FLUE ® EXISTING MARLEY COOLING TOWER-3 TO BE REMOVED BY OWNER. DOCK ®5 CONTRACTOR TO INSTALL NEW 8' TOWER WATER SUPPLY AND RETURN PIPING. REUSE EXISTING ROOF PENETRATIONS © INSTALL NEW TOWER WATER PUMPS ON NEW PAD AT GRADE, SLOPE PAD AWAY FROM PUMPS FOR DRAINAGE. SEE /-WELD GALV. UMBRELLA DETAIL C/ME1 FOR SUPPORT. PR❑VIDE TEFC MOTORS, SUCTION DIFFUSER AND BOX AROUND PUMP HOUSING. ALL GAUGES SHALL BE READILY ACCESSIBLE WITHOUT DISTURBING INSULATED BOX. SEE SPECIFICATIONS AND B/M2. GALV, PITCH MAKE COMPLETE ELECTRICAL CONNECTION TO MOTORS FROM DISCONNECTS. INSTALL FUSED DISC❑NNECTS ON NEW f POCKET UNISTRUT SUPPORT. ®7 FIELD VERIFY IRRIGATION SPRINKLER HEADS AND PIPING PRIOR TO INSTALLATION OF NEW CO❑LING TOWERS AND TOWER WATER PUMPS. DISCONNECT SPRINKLER HEADS AND CAP AT MAIN, AND RELOCATE ALL EXISTING SPRINKLER PIPING TO ALLOW INSTALLATION OF NEW CO❑LING TOWERS AND TOWER WATER PUMPS, SPRINKLER SYSTEM SHALL BE MADE FULLY FUNCTI❑NAL UPON COMPLETION OF WORK. I;2 4\_ 4 8. CONTRACTOR TO FIELD VERIFY L❑CATION AND DEPTH OF EXISTING UNDERGROUND UTILITIES AND SERVICES PRIOR TO PERFORMING ANY EXCAVATION. ADJUST NEW PIPE ROUTING AND DEPTH AS NEEDED TO AVOID EXISTING B PARTIAL Iy /1 UTILITIES AND SERVICES. ALL EXCAVATION WORK SHALL BE HAND -DUG TO AV❑ID DAMAGING EXISTING UNDERGROUND UTILITIES AND SERVICES. SCALE, 1/8'= 1'-0' ME1 ®9 TEMPORARY COOLING EQUIPMENT TO BE MADE FULLY FUNCTIONAL PRIOR TO BEGINNING DEMOLITION. SEE B/M1 NOTE: SPECIAL SEQUENCING NOTES. 10 COORDINATE LOCATION OF TEMPORARY COOLING EQUIPMENT WITH HOSPITAL MAINTENANCE PERSONNEL. C❑ORDINATE ROOF REPAIR WITH OWNER AND ROOFING CONTRACTOR 11 SUPPORT TWS & TWR PIPING FROM EXISTING WALL STRUCTURE AT MINIMUM 2 L❑CATIONS. TO MAINTAIN ANY EXISTING WARRANTY. 12 LOCATE NEW 16' TOWERS WATER SUPPLY AND RETURN PIPING TO ALLOW ACCESS TO EMERGENCY LOW PRESSURE OXYGEN INLET. 13 NEW EF-1WITH MANUFACTURER PROVIDED DISCONNECT FOR REFRIGERANT EXHAUST. SEE F/ME2. SEE A/ME3 FOR CATION DETAIL STA14 TOWER WATER ISOLATION VALVES FOR CHILLER-3. SEE B/Ml SPECIAL SEQUENCING NOTES. 15 SEE G/ME2 FOR DRAIN CONNECTION DETAIL. EXTERIOR WALL 16 16' TWS/TWR PIPING, TOP OF PIPE MINIMUM 12' BELOW GRADE, UNDERGROUND PIPE TO BE WRAPPED, COAL TAR EPDXY COATED, MECHANICAL LINK SEAL 17 2' MW AND 2' D❑MESTIC WATER BACK-UP. TOP OF PIPE MINIMUM TO BE 12' BELOW GRADE, 18 INSTALL NEW COOLING TOWERS, FAN MOTORS, AND FUSED DISC❑NNECTS ON NEW STEEL SUPPORTS. SEE STRUCTURAL DRAWING. INSTALL NEW DISCONNECTS PER D/E1. 19 SUPPORT DRAIN OR EQUALIZER PIPING, INSTALLED UNDER C❑❑LING TOWER PER DETAIL E/ME1. G WALL -PIPE SEAL DETAIL ME1 NTS CTYP, OF 2) o 00, 00 00 0 0 og \0 0 00 0 L\- S.S. CLEAN❑UT TEMPORARY AIR-C❑OLED CHILLER, 350 TONS cog AL ROOF AND SITE PL 8/5/99 BID BWW JN SHK REV. DATE DESCRIPTION DESIGN DRAW HECK Corporate Enemy Construction, info MANAGEMENT/CONSTRUCTION FOR ENERGY PROJECTS 10333 W. 84TH TERR. LENEXA, KANSAS 66214 (913) 894-9720 FAX:894-9051 CHILLER AND COOLING TOWER REPLACEMENT Central Florida Regional HoSpital Sanford, Florlda ENGINEERSi CORPORATE ENERGY CONSULTANTS, LTD. FIRM CERTIFICATION NO.i 8163 10333 W. 84TH TERR, LENEXA KANSAS 66214 (913) 894-9720 / %9 FAX. (913) 894-9051 l , / CHARLES DAOID HAZEN FLORIDA MECH. LIC. NO, 46976 FLORIDA ELEC. LTC. NO. 46976 DATEi 7/12/99 SHEET #1 PROJ #1 1021 ME1 1021ME2 / 1=48 / 7-02-99 / JN PANEL EA SEE DETAIL F/ME1 SEE A & B/E1 ROOF 5' PANEL HN 3 4` MSB PANEL L Nyy MAINTENANCE SHOP TELEPHONE' ROOM 13 EMERGENCY PANEL GENERATOR EMERGENCY EUL GENERATOR NEW NEW CHILLER-1 CHILLER-2 ELECTRICAL ROOM EMS B NEW REFRIGERANT RELIEF PIPING DETAIL CH-1 CH-2 FIELD E NTS ' STARTER STARTER PANELS Ll Li NOTE: II ixa 11II rx� 11 PANEL II -/ °�~ II rEC SEE C & D/E1 FUEL ❑IL ®1 NEW VENT GUARD R-123 RE -BEATABLE ®10' TWR UP y ====.'J 11 THROUGH ROOF MSC-1 6 TRANSFER RELIEF VALVE, FURNISHED BY CHILLER PUMPS MANUFACTURCONTRACT❑REPERNSTALLED BY MANUFACTURERSCHANICAL 10_ TWR i _ ______8_TWR______� I RECOMMENDATI❑NS, DAY BOP=8 -2 B❑P-8'-4'0 0 TWSTANK ®2 BRAIDED STAINLESS STEEL FLEX r 8� --------- I 6 BOP=9'-2° 1 I `�-8' TWR � � �-� CONNECTORS AT RELIEF VALVE OUTLET, 12' TWS UP ®3 C❑MBINE INDIVIDUAL RELIEF VENTS AND THROUGH ROOF I I _ ROUTE COMBINED VENT THROUGH ENLARGED {Z_6C_WSr EXISTING ROOF PENETRATI❑N, B❑I=9 6 r �r}� I JCI 1- ti I 3 2` r �" I PANEL FIRE PUMP ROOM �1�. .Lii. I "EA2" ATS "NES" 6 _y s_ �Z ELECTRICAL ROOM I OiDig l 1 1 I 1 DOMESTIC I ICU 1� __ _ ��"j'--_I -----� B❑I=9 6 W EXISTING F 10� I ® I I COLD WATER I/ 1 ® I 1 4" SS-0 z VACUUM I I� I r----t I I B❑I=8`-7„ f' PUMP 1 0o I❑ I I H❑NEYWELL w ,vilr II II T 1 I II II I I i FIELD PANELS MAIN z 31b 11 11 I I I II 11 I I / SWITCH =\ T I I I H I I I I J I I I I I I _j I ri NlC3 i 11 i i 1� i 61 SD _�_O Li I CH #1 I I I I CH #2 I I r"T I I I 1 1 [0 1 I P-14 & P z PIPE -15 RISER CLAMP EXISTING I I 1 11 I 1 I 1� I #4 EACH WAY CLINICAL AIR 1 FD I ❑ ! 1 I l i 1 I DISTRIBUTI❑N TOP & BOTTOM I 1 0_ o I 3 m I SECTION COMPRESSOR 1 I I ____rj ®1 L, U 1� 1 L I I �0 I I ; �-"�\\I 11ODIPq 11 �%'k_ �I j1 EXISTING I i �0 1 i �`� ii i 1 1 i'i ;I cwP-3 0 1. 110 11 BOP=9S 2' I i H � 10 J11 L u-�_- - / I I JJI ni �_u=_e'/ I PUMP VACUUM GRADE4' 1MIN. 4: ;' ,• . I I I �� F=====j----=� 1 F�====----=� 4 A 1'-4' �❑ 1 1 I I ' 4 e a '•�. I `.° I oat L- 8' TWS DN I I T 1 T EXISTING CONCRETE PAD 3 1 I TRANSF❑RMERS I WATER r WPC 2__ I 1-----�- 6' CWR ,�_--------� 1f-k-{j� �-� S❑FTENERS R-1I I B❑I=8' 4' FD I I 12' TWS DN 1 A I I I I I I NDPL TO SUCTION Ij ®, I I I CWP-1 SDI r -I4 PANEL DIFFUSER I L__J I I I 11 i�'j 4 I 36 MIN, EXISTING CT ICWP-2 6' CWR EMS FIELD PANEL � -r-------,II '-1 1 I B❑I=8'-4' CHEMICAL FEED v 1 r--, _ CHEM FEED KC NEW CONCRETE PAD PIPE SUPPORT DETAIL or 0 W8 II 1 6' CWR DN I�I II I PANEL EXISTING ICI L®JI 6 I L1--� 1L J ' NTS I I I I CONTROL AIR p______� 1 I 4,1 I E �. COMPRESSOR (XD 1�1 Ti--- 111.ss�1y FOR CUNT. B❑ISEE A/MEI C9'R4' 1 I 6„ CWR 7 M 3° MW @ FD 8' TWS DN @FD 8' CWS 3 1 6" CWS { BOI=9'-4'_ RPP-BFP C� EXISTING / 8'� I CH #3 Ft 3„ MW l ( 1 1 10'TWS UP 1 1 8' TWR UP 10" CWR 11 THROUGH I 10 1 THROUGH 11 B❑I=9'-3° ROOF I I ROOF EXISTING (� EXISTING 1 EXISTING B❑ILER-2 B❑ILER-1 DEaERAT❑R 1o, CWS I #4 H❑RZ, BAR IN MIDDLE (AS REQUIRED) B❑I=9'-3" r I I I HEIGHT TO MATCH 6" CWS I 1 EXISTING PADS, CHAMFERED EDGES SIZE PER B❑I=10'-9"--fit �31 �I AND PUMP AND #4 EDGE BAR (TYP,) I MANUFACTURER, P-5 P-6 6" CWR —�--{) EXISTING o1 B❑I=7'-11" 001 3000 PSI CONCRETE — VACUUM PUMPS QDN @ �I, �- 6" CWR B❑I=8'-3 1/2" I 1 D�° @ �>- �� 1 45° /�' I I #4 HOOK BAR @ 12' D.C. 6" CWS B❑I=8'-0" 10, DN (�1 1 EXISTING a a o O @ 45 PAD I_ �i q ° EXISTING FLOOR 6" CWR UP 6" CWS UP 1 �r J1 ° a ° THROUGH ROOF JTHROUGH ROOF L 1i_-____J 8" CWR STARTER F❑Ri TWP-3 B ° ° ❑I=10'-3° TOWER WATER PUMP TO REMAIN 6'�~ ° 8" CWS B❑I=10'-3" 12 D NEW CONCRETE PAD EXTENSION DETAIL E NTS A PARTIAL MECHANICAL ROOM DEMOLITION FLOOR PLAN Z E SCALEt 1/4'= V-0' TOWER WATER PIPE NOTES ' ®1 REMOVE EXISTING CHILLERS IN THEIR ENTIRETY, INCLUDING CONTROL PANELS, WIRE, MOTORS, BOLT ❑R ADJUSTABLE OIL COOLERS AND PURGE PIPING, ETC, SAVE PAD FOR REUSE. SAVE C❑NDUIT FROM THREADED ROD PIPE ROLLER B,❑,P, STARTERS TO CHILLERS FOR REUSE, SEE A/Ml, A/M2 AND A/El FOR ADDITI❑NAL DEM❑LITION, AND B/Ml FOR SPECIAL SEQUENCING NOTES. I I I I UNISTRUT ' REMOVE EXISTING FLOOR MOUNTED STARTERS, PADS AND ASS❑CIATED CONTROL WIRE AND 4' SCREWED SCHEDULE �40 STEEL PIPE FROM ATTACH TO CURB C❑NDUIT, REMOVE VERTICAL CONDUIT FROM STARTER UP TO STRUCTURE, REUSE EXISTING 6'x6' REDWOOD >s s ®_ v s � — CONDUIT TO MAXIMUM EXTENT P❑SSIBLE, REPAIR AND PAINT FLOOR, WHERE PADS WERE CO❑LING TOWERS W/ STAINLESS STEEL OR TREATED — — — SCREWS, 4 PER SIDE - - REMOVED, TO MATCH EXISTING, WOOD BLOCK—,,"",, - ®3 REMOVE EXISTING CWS/CWR PIPING SHOWN DASHED, - - 18' MIN, 2` FOAM -RUBBER GASKET ® REMOVE EXISTING REFRIGERANT VENT PIPING IN IT'S ENTIRETY. SEE A/ME1 FOR ADDITIONAL APPLIED BETWEEN FAN PROTECTIVE SHEET DEMOLITI❑N, AND ROOF CURB, PER ROOF MANUF. ®r-I -I 5 SAVE P r EXISTING CHILLED WATER PUMPS, MOTORS, SUCTION DIFFUSERS AND ACCESSORIES, f 6' SS, CAST IRON ROOF REPAIR AND FLASHING SAVE PAD FOR REUSE, SEE A/Ml AND C/El, SOIL PIPE BY MECHANICAL CONTRACTOR. ROOF ®1 © REMOVE EXISTING TOWER WATER PIPING IN IT'S ENTIRETY, NEW INSULATED ROOF CURB,f NOTE, SUPPORTS SHALL BE SPACED AT NO GREATER THAN 15 FT, INTERVALS ®7 REMOVE EXISTING TOWER WATER PIPING UP THROUGH ROOF, PATCH AND REPAIR ROOF OPENING 12' ROOF AND WITHIN 12' OF ALL 45 & 90° ELBOWS, 8/5/99 BID BWW JN SHK , TO MATCH EXISTING ROOF C❑NSTRUCTION, SEE A/M2 AND A/ME1, REV, DATE DESCRIPTION DESIGN DRAW HECK ® REMOVE EXISTING TOWER WATER PUMPS, MOTORS, SUCTION DIFFUSERS, PADS, WIRE, C❑NDUIT AND ALL ACCESSORIES. REPAIR EXISTING 3' PAD TO MATCH EXISTING, SEE A/M2 AND C/El, 4''' 4 ' GRADE Corporate Energy ®9 REMOVE EXISTING TOWER WATER PUMP, MOTOR, PAD, WIRE, C❑NDUIT BACK TO STARTER AND `....:•; �.� � � �.••, •:°• •,•: • c c Construction,Into ALL ACCESS❑RIES, STARTER TO REMAIN AND BE REUSED, REPAIR FLOOR TO MATCH EXISTING, a , I I 22x22 3 NEW ROOF ❑PENING KE T®WER WATER PIPE �+1 IPP®®T ®GT I, I1SEE B/Ml FOR SPECIAL SEQUENCING NOTES, I I a SUPPORT DETAIL BACKDRAFT DAMPER E NTS MANAGEMENT/CONSTRUCTION FOR ENERGY PROJECTS 10 REMOVE TWS PIPING DOWN TO VALVE, SEE A/ME3 AND B/M2 FOR NEW WORK, I I 4' CAST IR❑N A 10333 W. 84TH TERR. LENEXA, KANSAS 66214 (913) 894-9720 FAX:894-9051 REMOVE EXISTING TOWER WATER PIPING UP THROUGH ROOF. SAVE EXISTING ROOF SOIL PIPE I I 24'x24'x4' CONCRETE PAD PENETRATION FOR REUSE, SEE A/M2, �I I RECTANGULAR SHEETMETAL SUPPORT DUCT FROM \\\\� DUCT, PR❑VIDE STIFFENERS ® UNDERSIDE ❑F ROOF CHILLER AND COOLING TOWER REPLACEMENT 12 EXISTING C❑MBINATI❑N STARTER TO BE RECONNECTED TO NEW TOWER WATER PUMP OF SAME 1 I PER SMACNA N NEWP HORSEPOWER. SEE B/MEl FOR NEW 20HP, 480V, 30 TWP-3, EXTEND CONDUIT AND WIRE TO 1 1 N Central Florida NEW PUMP AS REQUIRED, 13 CIRCUIT BREAKERS FOR ❑IL HEATERS AND OIL PUMP FOR CHILLER #1 & #2 TO BE REMOVED, I I SUPPORT DUCT AT FLOOR k-A& WITH GALVANIZED STEEL Regional Hospital 4' DRAIN SEE B/M2 ANGLES ALL 4 CORNERS--,, FOR C❑NTINUATI❑N � Sanford, Florlda REMOVABLE BIRD SCREEN N ENGINEERS CORPORATE ENERGY CONSULTANTS, LTD, G COOLING TOWER DRAIN/FUNNEL DETAIL FIRM CERTIFICATI❑N NO,i 8163 10333 W, 84TH TERR, E NTS LENEXA KANSAS 66214 F NEW ROOF EXHAUST FAN DETAIL (913) 894-9720 /� FAX, (913) 894-9051 E NTS EF-1 l '� (�I ` CHARLES DAVID HAZEN FLORIDA MECH, LIC, NO, 46976 NOTE: FLORIDA ELEC, LIC, NO, 46976 C❑ORDINATE ROOF REPAIR WITH OWNER AND ROOFING CONTRACTOR TO MAINTAIN ANY EXISTING �x DATEi 7/12/99 SHEET #1 WARRANTY, KEY PLAN MEG 2P� NTS PROJ #1 1021 1021ME1 / 1=48 / 7/12/99 / JN PANEL EA MAINTENANCE SHOP I I TELEPHONE ROOM l;&T-1 ELECTRICAL ROOM 26x20 E/A UP EMS T❑ 22x22 AT EF-1 FIELD PANEL Li 15 PANEL HN PANEL LN 16 PANEL EUL TEMPORARY 800 AMP FDS-2�� EF-1 PANEL `J IEC 26x20 �14 MSC-1 B❑D=6'-5 TWR P=8'-2' 10' TWR 4' TWR UP THR❑UGH R❑OF M,�/-10' TWS DN 10' TWS � pay 8' CWS 8' CWS \ JCI DOMESTIC rp 10' TWR ED@ BOI=9'-4' BOI=9'-4' ED PANEL---- COLD WATER a, 3 BOI=8'-7' �� ~ 4" SS-\ EXISTING Pa VACUUM i I PUMP •- i I-1 C--S -- I - - - I -� FIELDI PANELS IL u I I CH-1 6 SD _ _0 I I ® I P-14 & CH-2 ® P-15 O��i1 i 13 � 13 EXISTING, � I Vi cu CLINICAL AIR ED v a, COMPRESSOR .11, i 0 14' TWS UP m THROUGH ROOF I � Ul 0 I I I TWP-1 STARTER n� ' I TWP-2 STARTER r-' 8' CWR B❑I=8'-2' ED CT-1 FAN 1 VSD MOUNT DEVICE ON WALL PER MANUF. DIRECTIONS CWP-1 CT-1 FAN 2 VSD 6'-0' AFF. CT-2 AN 1 VSD iJ CT-2 FAN 2 VSD EXISTING8' CWR--Zt-) CONTROL AIR C�D COMPRESSOR 10' CWR �FD �ED EXISTING DEAERATOR NOTES, ENLARGE EXISTING ROOF OPENING TO ALLOW INSTALLATION OF NEW TOWER WATER SUPPLY AND RETURN PIPING. INSTALL EMERGENCY KILL SWITCH. SWITCHES LOCATED OUTDOORS TO BE WEATHER PROF, SEE E/ME3. ®3 INSTALL NEW ALARM HORN WIRED TO REFRIGERANT M❑NIT❑R, SEE D/ME3. ® INSTALL NEW CHILLER AND UNIT MOUNTED VSD ON ENLARGED CONCRETE PAD, SEE DETAIL D/MEL SEE SPECIFICATIONS FOR CHILLER DIMENSIONS AND D/ME2, CHILLER TO BE SHIPPED FULLY ASSEMBLED. C❑ORDINATE DIS-ASSEMBLY/RE-ASSEMBLY REQUIREMENTS WITH CHILLER MANUFACTURER TO MAINTAIN ALL WARRANTIES. COORDINATE START-UP SUPERVISION REQUIREMENTS WITH CHILLER MANUFACTURER. ®5 INSTALL NEW CWP-1 & CWP-2 AND ACCESSORIES ON EXISTING PAD, SEE DETAIL C/ME1. © FURNISH AND INSTALL NEW REFRIGERANT MONITOR, MOUNTED TO COLUMN. SEE D/ME3. WIRE NEW M❑NIT❑R TO SHUT DOWN NEW CHILLERS -1 & -2 AND EXISTING CHILLER -3 AND BOILERS -1 & -2 UPON MONITOR ALARM. ®7 RELOCATE 4' STRIP LIGHTS, IN THIS AREA, AS REQUIRED TO ALLOW INSTALLATION OF NEW CHILLERS, TWS & TWR PIPING, CWS & CWR PIPING, AND EXHAUST DUCT FOR NEW EF-1. ® FURNISH AND INSTALL NEW TOWER FAN VSD FOR NEW CO❑LING TOWERS AND STARTERS FOR TOWER WATER PUMPS, MOUNT ON UNISTRUT FRAME. SEE SPECIFICATIONS. ®9 SEE B/M1, SPECIAL SEQUENCING NOTES TO COORDINATE INSTALLATION OF VALVE AND TEMPORARY PIPING, 10 26x20 EXHAUST DUCT DOWN WITH TURNING VANES TO 12' ABOVE FLOOR. TERMINATE WITH DUCT FLANGE AND BIRD SCREEN. SEE F/ME2, 11 TEMPORARY INSULATED CHILLED WATER PIPING TO BE PVC, 12 CONNECT NEW 8' TWS PIPING TO EXISTING VALVE. PIPE TO BE ROUTED UP THROUGH ROOF THROUGH EXISTING ROOF PENETRATION, 13 SEE B/M2 AND B/ME2 FOR NEW REFRIGERANT VENT PIPING DETAILS. 14 PROVIDE NEW THERMAL OVERLOADS PER NEW MOTOR NAMEPLATE DATA IN EXISTING COMBINATION STARTER. 15 NEW COMBINATION STARTER IN EF-1. SEE DETAIL 'D' THIS SHEET, INSTALL STARTER TOP R 6'-0' AFF. 16 REMOVE CIRCUIT BREAKER WS 15 & 16 (CHILLER 1 & 2 OIL HEATER) TO ALLOW INSTALLATION OF NEW 20A-2 POLE CIRCUIT BREAKER FOR NEW EF-1. CIRCUIT #19 COIL PUMP, 20A- 1 POLE) LEFT SPARE AFTER CHILLER ACCESSORY DEMOLITION SHALL BE UTILIZED FOR CONNECTION TO NEW REFIGERANT M❑NIT❑R. 1.0' CWR BOI=9'-3° EXISTING ( ) BOILER-2 10" CWS BOI=9'-3" 6" CWS B❑I=10'-9" 6' CWRDN -.►-0 F 45° @ 4 �� 45 �(� DN (� n @ 45°�� I 6' CWR UP 6" CWS UP THROUGH ROOF THROUGH ROOF /✓ 8CWR B❑I=10'-3" 8' CWS BOI=10'-3" CWR I=8'-2' EMERGENCY GENERATOR EMERGENCY GENERATOR 14 R_WP 2 TARTER H/❑/A T CWP-1 STARTER H/O/A 23 CWR TS FROM SYSTEM CWS TO 1� SYSTEM TS TT 8 9 34 3513 I S I DP CONTROL 15 16 17 18 �--- 10 PANEL IDPI NEW DP CT-1 VSD ®3 CWP-2 TS CHILLER-2 FAN-1 CT-1 CT-2 11 37 TT TT DP 1 2 3 4 32 33 I TS 25 CT-2 VSD S I FAN-1 DP CWP-1 5 CONTROL PANEL TS DP DP 38 39 40 41 NEW 31 dos CHILLER-1 TWP-1 ® ®26 2 C TS 27 CT-1 VSD ®3 24 30 2 f FAN-2 DP TWP-1 STARTER H/O/A CONTROL TT TT_ Now PANELnow 28 TWP-2 EXISTING TWP-2 CT-2 VSD CWP-3 CHILLER-3 STARTER FAN-2 H/O/A FUEL OIL TS TRANSFER 46 PUMPS NEW DAY Q O REFRIGE M❑ ITORRANT 47 CONTROL DIAGRAM NOTES TANK ❑A TWP_ TWP-3 STARTER H/O/A 1. NEW DDC POINTS CONNECTED TO EXISTING EMS. 36 DIFFERENTIAL PRESSURE SWITCH BY CHILLER MANUFACTURER. INSTALLED AND n Q r� /�+ p �±p WIRED TO CHILLER CONTROL PANEL BY rB CHILLER -1 -2 & -3 CONTROL DIAGRAM FIRE PUMP ROOM °EA2' ATS 'NES" CONTROLS CONTRACTOR. ELECTRICAL ROOM E NTS ®3 HARD WIRE VIBRATION SWITCH #1 TO FAN 4 VSD'S ON COOLING TOWER-1. z EXISTING 0 WATER SOFTENERS 0 NEW REFRIGERANT a� M❑NIT❑R ,.,-8' TCWS/TCWR I TEMPORARY 6' CWS B❑I=8'-0' MGM PARTIAL MECHANICAL ROOM FLOOR PLAN N3 EMERGENCY KILL SWITCH WITH SQUARE 'D' CLASS 9001 TYPE K15H19 NEMA 13, BREAK GLASS TYPE OPERATOR WITH 5 KA1 CONTACTS WIRED TO BE NORMALLY OPEN IN SQUARE 'D' KYSSY STAINLESS STEEL ENCLOSURE AND KN499 LEGEND PLATE ENGRAVED WITH 'CHILLER & BOILER EMERGENCY STOP', LOCATE PER PLAN, WIRE TO ALLOW ANY KILL SWITCH TO STOP ALL CHILLERS AND BOILERS. (TYP. OF 3) I I EXISTING EXISTING EXISTING NEW NEW B❑ILER-2 BOILER-1 CHILLER-3 CHILLER-2 CHILLER-1 CONTROL CONTROL CONTROL CONTROL CONTROL PANEL PANEL PANEL PANEL PANEL MAIN SWITCH DISTRIBUTION SECTION EXISTING CWP-3 _ C GENERAL CONTROLS NOTES, ® HARD VSD'S WIRE VIBRATION SWITCH #2 TO FAN ON COOLING TOWER-2. w z m IJESCRIPTI®N TYPE 1. CONTROLS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONTROLS LEGEND w 120V POWER TO CONTROL PANELS, WHERE REQUIRED. z 1 CHILLER-1 START/STOP BO pp OUTSIDE AIR TEMPERATURE SENSOR 2, ALL CONTROL WIRE INSTALLED IN MECHANICAL OR ELECTRICAL J 2 CHILLER-1 STATUS BI ROOMS, ROOMS WITHOUT CEILINGS, OUTDOORS OR IN VERTICAL TS INSERTION TEMPERATURE SENSOR w SHAFTS SHALL BE IN EMT CONDUIT. CHILLER-i AMPS AI DP DIFFERENTIAL PRESSURE SWITCH 3. CONTRACTOR SHALL COORDINATE WITH ALL EQUIPMENT MANUFACTURERS AND SHALL SUPPLY ALL COMPONENTS NECESSARY ELECTRIC CONTROL WIRE 4 CHILLER-1 ALARM BI FOR CONNECTION TO EQUIPMENT, AND NECESSARY TO ACHIEVE PROPER OPERATION. 5 CHILLER-1 CWS TEMP AI PNEUMATIC CONTROL VALVE 4. CONTRACTOR SHALL C❑ORDINATE INSTALLATION OF ALL RELAYS, n -�6� CHILLER-2 START/STOP B❑ CURRENT SENSORS AND ELECTRIC SERVICE MONITORING WITH ELECTRIC CONTROL VALVE ELECTRICAL CONTRACTOR, ��al�J VACUUM PUMP 7 CHILLER-2 STATUS BI 5. CONTRACTOR SHALL REMOVE ALL EXISTING CONTROL COMPONENTS, PIPE WELL CHILLER-2 AMPS AI PANELS, WIRE, CONDUIT, PNEUMATIC TUBING, SUPPORTS, ETC, MADE OBSOLETE BY NEW WORK PR❑VIDED UNDER THIS CONTRACT, TRANSFORMER 9 CHILLER-2 ALARM BI ®M VALVE OR DAMPER MOTOR � 6. CONTRACTOR SHALL PR❑VIDE ALL DEVICES, INCLUDING BUT NOT 10 CHILLER-2 CWS TEMP AI LIMITED TO, SENSORS, WELLS, CURRENT TRANSDUCERS, DIFFERENTIAL I PRESSURE SENSORS, PNEUMATIC ACTUATORS, PNEUMATIC TUBING, WIRE V PRESSURE GAUGE �J NDPL AND C❑NDUIT TO ACCOMPLISH THE LISTED FUNCTIONS AND CONTROL. If PANEL 11 CWP-1 STATUS BI 7. EXISTING CONTROL SYSTEM IS MANUFACTURED BY H❑NEYWELL, �- — — -? PNEUMATIC AIR SIGNAL 12 CWP-1 START/STOP B❑ CONTROLS CONTRACTOR SHALL EXPAND EXISTING SYSTEM TO Al ANALOG INPUT ACCOMMODATE NEW FIELD POINTS. FIELD POINT DISPLAY, PASSWORD EXISTING CT ACCESS AND ALARM PROCESSING AT MAIN OPERATOR STATION CP,C.) EMS FIELD PANEL 2 �-- 13 CWP-2 STATUS BI SHALL MATCH EXISTING. A❑ ANALOG OUTPUT CHEMICAL FEED DD (HEM FEED H �--f 14 CWP-2 START/STOP B❑ BI BINARY INPUT PANEL 15 CT-1 FAN-1 VSD STATUS BI B❑ BINARY OUTPUT SEE B/MEi N.C. NORMALLY CLOSED 8' TWR UP FOR CONT. 16 CT-1 FAN-1 START/ STOP B❑ N.O. NORMALLY OPEN THROUGH 6' CWR ROOF r � �— 17 CT-1 FAN-1 VSD ALARM BI M 3„ MW 6" CWS I � � 2% � 18 CT-1 FAN-1 VSD SPEED ADJ, AID i RPP-BFP 19 CT-2 FAN-1 VSD STATUS BI EXISTING CH #3 3" MW 1 20 CT-2 FAN-1 START/ STOP BO ,�7 2' MW SEE B/ME1 CONTINUATION 21 CT-2 FAN-1 VSD ALARM BI SEQUENCE OF OPERATIONS FOR8' TWS UP 22 CT-2 FAN-1 VSD SPEED ADJ. A❑ CHILLED WATER AND TOWER WATER SYSTEM THROUGH 12--� 2 DOMESTIC WATER (� ROOF BACK-UP SEE B/ME1 I. OCCUPIED MODE, FOR CONTINUATION ®Cr— 23 COMMON CWR TEMP. AI A. CHILLER SEQUENCING FIELD ROUTE 2' CONNECT NEW ® 24 COMMON CWS TEMP, Al DOMESTIC WATER 2' MW TO 1. LEAD CHILLER #1 SHALL BE ENABLED WHENEVER ❑/A TEMPERATURE IS ABOVE 58°F. BOTH CHILLERS SHALL BE BACK-UP TO EXISTING EXISTING 25 TWP-1 STATUS BI OFF BELOW 58°F O/A TEMPERATURE. CONNECTION 3' MW IN RISER EXISTING 26 TWP-1 START/STOP B❑ 2. LAG CHILLER #2 SHALL BE ENABLED WHEN CWR TEMPERATURE RISES ABOVE 51° FOR 30 MINUTES OR CHILLER #1 VACUUM PUMPS LOADING EXCEEDS 95X OF RATED AMPS FOR 30 MINUTES. CHILLER #1 AND CHILLER #2 SHALL SHARE LOAD EQUALLY. CHILLER #2 SHALL BE DISABLED WHEN SHARED LOAD FALLS BELOW 45% OF RATED AMPS OR CWR 27 TWP-2 STATUS BI TEMPERATURE DROPS BELOW 50°F FOR 30 MINUTES. CHILLER #2 SHALL RUN A MINIMUM OF 30 MINUTES. Ui 28 TWP-2 START/STOP B❑ 3, EMS SHALL SWITCH LEAD AND LAG CHILLERS BASED ON OWNER SELECTED TIME PERIODS. CH-3 FAILED TO START ALARM BI B. CHILLED WATER TEMPERATUREi CHILLERS SHALL BE INTERNALLY CONTROLLED FOR A CONSTANT CHILLED WATER CWP-3 FAILED TO START ALARM BI SUPPLY TEMPERATURE AT 42°F. C. CHILLED & TOWER WATER PUMPS, TOWER WATER AND CHILLED WATER PUMPS SHALL BE SEQUENCED WITH CT COMMON TWS TEMP. At RESPECTIVE CHILLERS. PRIMARY CHILLED WATER PUMPS SHALL BE STARTED 30 SECONDS IN ADVANCE OF TWP-3 CHILLER. TOWER WATER PUMPS SHALL BE STARTED 15 SECONDS IN ADVANCE OF CHILLER. ®3 14 32 CHILLER-1 TWR TEMP, AI D. CQ❑LING TOWER r� 33 CH-1 TOWER WATER ISOLATION B❑ 1, COOLING TOWER FAN VSD'S SHALL BE COMMANDED TO MAINTAIN A TOWER WATER SUPPLY TEMPERATURE OF 65°F. H 11'x7' INTAKE LOUVER FANS SHALL BE OFF WHEN CHILLERS ARE DISABLED. 34 CHILLER-2 TWR TEMP. AI 2. EMS SHALL SWITCH LEAD AND LAG TOWER CELLS BASED ON OWNER SELECTED TIME PERIODS. 35 CH-2 TOWER WATER ISOLATION B❑ 't 36 REFRIGERANT MONITOR ALARM BI II. UNOCCUPIED M❑DEi AUTOMATION / NOT APPLICABLE PANEL NOTES, 37 COMMON TWR TEMP, AI III. ALARMS (OWNER SELECTED LIMITS) ®1 FURNISH AND INSTALL NEW CURRENT TRANSDUCER TO 38 CT-1 FAN-2 VSD STATUS BI 1, CHILLER STATUS. (3) SEE B/ME1 FOR M❑NIT❑R CHILLER AMPS PER CHILLER MANUFACTURERS CONTINUATION PATH ❑F RECOMMENDATIONS. 39 CT-1 FAN-2 START/ STOP B❑ 2, PUMP STATUS. (5) OF TEMPORARY CHILLER C❑❑LING PIPING ENTRY 2. CONNECT NEW FIELD P❑INTS TO EXISTING HONEYWELL AND TEMPORARY 40 CT-1 FAN-2 VSD ALARM BI 3. VSD ALARM, (6) CHILLER ORARYLOCATION AUTOMATION SYSTEM, PROVIDE HARDWARE, SOFTWARE, E SORS WELLS CURRENT TRANSDUCERS AND 4 HIGH CHILLED WATER SUPPLY TEMPERATURE (2) CHILLED WATER AND CONDENSER WATER PRESSURE DIFFERENTIAL SWITCHES, PR❑VIDED BY CHILLER MANUFACTURER, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. (TYP. OF 4, 2 EACH. NEW CHILLERS #1 AND #2) DP 2-#14, 1/2'C (TYP. OF 4) 2-#12'S, 1-#12 GND, 1/2' C. PANELa 4 EQL 19 H N LEVEL 2 LEVEL 3 S N PROGRAMMING NECESSARY TO FULLY ENABLE NEW FIELD 41 CT-1 FAN-2 VSD SPEED ADJ. A❑ P❑INTS. 5. LOW TOWER WATER SUPPLY TEMPERATURE, 42 CT-2 FAN-2 VSD STATUS BI 3. REUSE SPACES IN EXISTING FIELD PANELS TO MAXIMUM EXTENT POSSIBLE. PROVIDE NEW PANEL CAPACITY AS 43 CT-2 FAN-2 START/ STOP B❑ REQUIRED. ® EXISTING EMS PINT TO REMAIN. 44 CT-2 FAN-2 VSD ALARM BI 5. ALL EXISTING CHILLER/TOWER SYSTEM CONTROL POINTS 45 CT-2 FAN-2 VSD SPEED ADJ. A❑ FOR EXISTING EQUIPMENT TO REMAIN, AND NOT AFFECTED BY NEW WORK ARE TO BE INCLUDED IN CONTROL ® 46 OUTSIDE AIR TEMP, AI SUBMITTAL. © EXISTING EMS POINT TO BE REMOVED AND RELOCATED. ©�- 47 CH-3 TWS TEMP. AI 8/5/99 BID BWW JN SHK EXTEND C❑NDUIT/WIRE AS REQUIRED. REV. DATE DESCRIPTION DESIGN DRAW HECK EQL PANEL 16 2- #12, #12 GND, 1/2' C. C CHILLER -1 -2 & -3 AUTOMATION PANEL Corporate Energy NEW EF-1 E (SEE B/ME3) Construction, Inc. 208/1/60, 1 1/2HP ® MANAGEMENT/CONSTRUCTION FOR ENERGY PROJECTS 10333 W. 84TH TERR. LENEXA, KANSAS 66214 (913) 894-9720 FAX:894-9051 3-#12, 1/2'C, WIRE TO AUTOLEG OF NEW EF-1 STARTER. 'A' THIS SHEET NOTES, �� SEE DETAIL CHILLER AND COOLING TOWER REPLACEMENT FOR LOCATION. ®1 FROM 120V/208V 10 EMERGENCY PANEL EQL (EQUIPMENT LEG). PROVIDE NEW 20A, Central Florida 1-POLE CIRCUIT BREAKER. ®2 ALARM HORN, FEDERAL SIGNAL MODEL 350, Regional Hospital T❑ CHILLER AND BOILER CONTROL 99DBA OR EQUAL. LOCATE PER PLAN. IL PANELS (TYP. OF 5) POWER HORN FROM REFRIGERANT MONITOR Sanford, Florlda BRANCH CIRCUIT. PR❑VIDE WEATHERPROOF 2-#12, 1/2'C, BOX AS REQUIRED (FEDERAL SIGNAL MODEL WB), E 'CORPORATE �I TERMINATE AT CHILLER CONTROL PANELS, ENERGY CONSULTANTS, LTD. Hj�� � �1 n IV �1 H IV WIRE TO SHUT DOWN ALL CHILLERS AND BOILERS. FIRM CERTIFICATION N❑.i 8163 1 10333 W 84TH TERR LEVEL 1— H N REFRIG. MONITOR 1/ ® DISCONNECT PROVIDED BY EF MANUFACTURER, Q NEW 208V, 10 FVNR COMBINATION STARTER (SQUARE 'D' 8538 SBG125V03) WITH FORM 'C' H/O/A SWITCH. PROVIDE THERMAL OVERLOADS PER MOTOR NAMEPLATE DATA. SEE DETAIL 'A' THIS SHEET FOR STARTER AND FAN L❑CATION. KEY PLAN NTS LENEXA KANSAS 66214 (913) 894-9720 / FAX. (913) 894-9051 CHARLES DAVID HAZEN FLORIDA MECH, LIC. NO, 46976 FLORIDA ELEC, LIC. NO. 46976 DATEi 7/12/99 SHEET #1 PROJ #1 1021 ME3 1020ME2 / 1=48 / 7-12-99 / JN 6" CWS UP THROUGH ROOF TS ®9 8' CWS MAIN 6' CWR UP 8„ 6„ THROUGH ROOF C� ))__ TS 8" CWR MAIN C�114� 20 6„ 6' CWS UP THROUGH ROOF 20 TS 8" Cws r_ 6' CWR l THROUGH 8' CWR P 16i 19 1 T .I�Mql 'k"z 6„ ICI CWR - I„ $' TSj.10 r,-_'r1%v 110 - _-_---------------------------------------- ------III---------�t---_----t--�-----_------------------__ �---------- ` �-- CWS --w®------------- 2 FR❑M ❑IL �� 2 COOLERS T❑ EXPANSION �� T❑ OIL ®i �0 T❑ OIL J COOLER I TANK 6 6' COOLER �- I 6' 1 _L I -_ I I 1 n -- ------ CWR- (-- ri IT! 6, J_ \6 i Ill © [hJ k 8' 1 1 1 * NC y � I I 1 6, I m .�� J,k� ILSj r I----4------ 1 T I = J © I up y I 1 J_ T7 C7 L. _� T7 T T T �' i `_1 A T ��r�-------------------- T❑ (HEM, r T c�t-� T I r------- � I I r------- --------- FEED 1� �"1 J. I 1 6' iy r-----1 I j6. 6. 1 �,� r----, 1 A I Lu TO CHEM, FEED T % ,1 1 Hhi`iN Lrs�,,, w `' `� Hhf`la CWP-2 CWP-1 20 HP 20 HP 525 GPM 525 GPM I; Wr-e CWP-1 25 HP 25 HP 725 GPM 725 GPM Cws 1 4 ----- hi H I I I �T❑ EXISTING CH-2 1 I H Fi L_J ji 1 1 �---Chi H I I I EXISTING CH-1 161 I H Fi�-__-J (HEM, I �'--�-� CARRIER R-11 I CARRIER R-11 FEED I I 350 TONS I I I I 350 TONS M' % NTS TS 12 II _ n, J 6' 10 1 lL DIAGRAM (CH -1, -2 & -3) 0 M1 NTS (CH -1, -2 & -3) SPECIAL SEQUENCING NOTES, L TEMPORARY CHILLER AND PIPING SHALL BE INSTALLED AND MADE OPERATI❑NAL PRIOR TO COMMENCEMENT OF REMAINDER OF WORK, 2. BUILDING C❑❑LING EQUIPMENT SHALL BE TAKEN OFF-LINE. BUILDING IS❑LATI❑N AND CHILLER-3 IS❑LATI❑N VALVES SHALL GO TO FULL CLOSED POSITION (SEE BOX NOTE 20 & 21), AND PLANT CHILLED WATER SYSTEM SHALL BE DRAINED DOWN. EXISTING 8' CWS/CWR PIPING TO BE REMOVED AS REQUIRED TO ALLOW INSTALLATION OF IS❑LATI❑N VALVES (SEE BOX NOTES 16 & 19), CONNECT TEMPORARY COOLING PIPING, CLOSE VALVE (BOX NOTE 19) AND CAP, THIS WORK TO BE PERFORMED COMMENCING AT MIDNIGHT ON A FRIDAY NIGHT. VALVES AND CAP INSTALLATION TO BE COMPLETED BY TWO A.M.. ONCE TEMPORARY COOLING PIPING IS INSTALLED, OPEN VALVES (SEE BOX NOTE 20 & 21). TEMPORARY CHILLER AND EXISTING CHILLER-3 TO BE BROUGHT ❑N-LINE AND MADE FULLY FUNCTI❑NAL. EXISTING CHILLER-1 & -2 WILL BE TAKEN OFF-LINE. 3. EXISTING C❑❑LING TOWER-1 & -2 TO BE DRAINED DOWN AND DEMOLITION OF EXISTING CHILLER-1 & -2 AND CO❑LING TOWER-1 & -2 TO COMMENCE. COOLING T❑WER-3/CHILLER-3 SYSTEM TO REMAIN ❑N-LINE DURING THIS WORK, 4. UPON COMPLETE INSTALLATION OF NEW CHILLER-1 & -2, COOLING TOWER-1 & -2 AND ISOLATION VALVES IN TOWER WATER PIPING FOR CHILLER-3 (SEE B/ME1), VALVES (SEE BOX NOTE 19) SHALL OPEN AND TEMPORARY COOLING VALVES (SEE BOX NOTE 16) SHALL BE CLOSED AND CAPPED. AT THIS TIME COOLING T❑WER-3/CHILLER-3 SHALL BE TAKEN OFF-LINE. DEMOLITION WORK AS DESCRIBED ON DRAWINGS FOR CHILLER-3/C❑❑LING TOWER-3 TO COMMENCE. 5. NEW TOWER WATER PIPING FOR CHILLER-3 TO BE INSTALLED UPON COMPLETION OF DEMOLITION WORK. SEE B/ME1 AND B/M2. Cws CWR CWP-3 20 HP 450 GPM CWP-3 r, TS Lh LTJ Q EXISTING ® CH-3 TRANS R-22 300 TONS DEMOLITION NOTES= ®1 REMOVE EXISTING CHILLERS-1 & -2 AND ALL ACCESS❑RIES, INCLUDING VESSEL DRAINS, ALL MISCELLANE❑US CONTROLS, WIRING AND CONDUIT, INCLUDING OIL PUMP AND OIL HEATER WIRING AND C❑NDUIT, CONTRACTOR SHALL PR❑VIDE EVACUATI❑N OF EXISTING R-11 (APPROXIMATELY 1,100# PER MACHINE) USING EQUIPMENT AND METHODS PER MOST CURRENT EPA GUIDELINES. OWNER SHALL RETAIN P❑SSESSI❑N OF ALL REFRIGERANT REMOVED FROM EXISTING CHILLER USING C❑NTAINERS PROVIDED BY OWNER. CONTRACTOR SHALL NOTIFY CONSTRUCTI❑N MANAGER 2 WEEKS IN ADVANCE OF DATE C❑NTAINERS ARE NEEDED ON SITE AND IMMEDIATELY UPON C❑MPLETI❑N OF REFRIGERANT EVACUATI❑N, C❑NTAINERS SHALL NOT REMAIN ❑N-SITE FOR MORE THAN 25 DAYS, ANY ADDITIONAL CONTAINER RENTAL FEES INCURRED BEYOND THE 25 DAY PERIOD WILL BE CHARGED TO THE CONTRACTOR. CONTRACTOR SHALL PLACE ALL C❑NTAINERS WHERE DIRECTED BY H❑SPITAL PERSONNEL TO FACILITATE PICK-UP BY TRUCKING COMPANY. REMOVE ALL ❑IL FROM CHILLERS AND DISPOSE OF LEGALLY. SAVE PAD FOR REUSE. ®2 REMOVE EXISTING OIL COOLER AND PURGE UNIT PIPING, VALVES AND SUPPORTS, 3. REMOVE EXISTING CHILLED WATER LINES TO THE EXTENT SHOWN, AND TO ALLOW THE INSTALLATION OF NEW CHILLERS, PUMPS AND PIPING ARRANGEMENT REQUIRED FOR NEW CHILLERS AND PUMPS. ® REMOVE EXISTING CHILLED WATER PUMPS, MOTORS, BASES, SUCTI❑N DIFFUSERS AND ACCESS❑RIES. SAVE PAD FOR REUSE. ®5 REMOVE EXISTING ENERGY MANAGEMENT SYSTEM TEMPERATURE SENSORS AND WELLS, SAVE WIRE FOR REUSE, REi SHEET ME3 FOR NEW SENSOR. © REMOVE EXISTING THERMOMETERS AND FLOW SWITCHES. ®7 REMOVE EXISTING BUTTERFLY VALVES. ® EXISTING CH-3 AND CWP-3 TO REMAIN IN -PLACE AND FUNCTIONAL DURING COURSE OF NEW WORK. SEE SPECIAL SEQUENCING NOTES B/M1. ®9 EXISTING TEMPERATURE SENSORS, FOR ENERGY MANAGEMENT SYSTEM, TO REMAIN. NOTES= ®1 INSTALL NEW CHILLER-1 & -2 ON ENLARGED CONCRETE PADS (SEE D/ME2) USING NEOPRENE ISOLATOR PADS FURNISHED BY CHILLER MANUFACTURER. �2 PR❑VIDE NEW BUTTERFLY VALVES. HEIGHT TO ALLOW FOR TUBE PULL ACCESS. INSTALL NEW PRESSURE GAUGES WITH SHUT-OFF COCKS, THERMOMETERS WITH BRASS WELLS, AND FLEX PIPE CONNECTORS IN NEW CHILLED WATER LINES, ® ENLARGED CONCRETE PAD FOR NEW CHILLER. SEE SPECIFICATIONS OR CHILLER DIMENSIONS, SEE DETAIL D/ME1 & D/ME2, DIFFERENTIAL PRESSURE SWITCHES PROVIDED BY CHILLER MANUFACTURER, INSTALLED BY MECHANICAL CONTRACTOR IN LOCATIONS SHOWN, WIRED BY ELECTRICAL CONTRACTOR. © VESSEL DRAIN CONSISTING OF 3/4' BALL VALVE AND THREADED HOSE CONNECTION WITH CAP. ®7 MANUAL AIR VENTS FOR CHILLER VESSEL, SAME SIZE AS VESSEL CONNECTION. ® C❑ORDINATE INSTALLATION OF NEW TEMPERATURE SENSORS WITH CONTROLS CONTRACTOR. REi ME3. ®9 INSTALL NEW CHILLED WATER PUMP, SUCTION DIFFUSER, BASE, FLEX CONNECTORS, TRIPLE DUTY AND BUTTERFLY ISOLATION VALVES ON EXISTING PADS, SEE DETAIL C/ME1 FOR PUMP SUPPORT. SEE SPECIFICATIONS, 10 INSTALL NEW PUMP PRESSURE GAUGES, SHUT-OFF COCKS AND TUBING. Il CLEAN EXISTING SUCTION DIFFUSER. 12 INSTALL PIPE CAPS WHERE EXISTING PIPE TAPS WERE REMOVED, 13 CONNECT EXISTING PIPE, FROM EXPANSION TANK, TO NEW CHILLED WATER RETURN PIPING. 14 B & G, HG-3 OR EQUAL SUCTION DIFFUSER W/ STRAINER, ADJUSTABLE FOOT SUPPORT AND DRAIN VALVE W/ 3/4' THREADED HOSE CONNECTION AND CAP, 15 CONNECT EXISTING CHEMICAL FEED SYSTEM TO NEW CHILLED WATER RETURN PIPING. MAKE SYSTEM FULLY FUNCTIONAL. 16 INSTALL NEW BUTTERFLY VALVES FOR TEMPORARY COOLING PIPING. SEE SPECIAL SEQUENCING NOTES B/M1. 17 DIFFERENTIAL PRESSURE SWITCHES PROVIDED BY CONTROLS CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR IN L❑CATIONS SHOWN, WIRED BY ELECTRICAL CONTRACTOR, RE, ME3. 18 CHILLER-3 ISOLATION VALVES, 19 CHILLER-1 & -2 MAIN SYSTEM ISOLATION VALVE, 20 BUILDING ISOLATION VALVES. 8/5/99 BID BWW JN SHK REV. DATE DESCRIPTION DESIGN DRAW HECK Corporate Energy Construction, Inc® MANAGEMENT/CONSTRUCTION FOR ENERGY PROJECTS 10333 W. 84TH TERR. LENEXA, KANSAS 66214 (913) 894-9720 FAX: 894-9051 CHILLER AND COOLING TOWER REPLACEMENT Central Florida Regional Hospital Sanford, Ftorldo, ENGINEERS CORPORATE ENERGY CONSULTANTS, LTD. FIRM CERTIFICATION N❑.s 8163 10333 W. 84TH TERR, LENEXA KANSAS 66214 (913) 894-9720 ? FAX. (913) 894-9051 CHARLES DAVID HAZEN FLORIDA MECH, LIC. NO, 46976 FLORIDA ELEC, LIC. NO, 46976 DATEi 7/12/99 SHEET #1 PROJ #1 1021 M1 1021M1 / 1=96 / 7-12-99 / JN 2' D❑MESTIC WATER BACK-UP-,,,, 8' BAC COOLING BAC COOLING TOWER-1, 30 HP TOWER-2, 30 HP -----\ TWR r_____________ 1 I I I TWR------I I I 8` - IK------------------K-----------------j�- - 2• I 2' i __ H i- I _ I I LrI -I --- ry _ -----I-�1r j-I II 3• I h -j-Dr III1 3' 51 1 II 1111 II r --i 22' 7II T L I I Lll -i I I i t I I SANITARY DRAIN I SANITAI MARLEY CU❑LING TOWER-3, 30 HP FN I� 12 �2" D❑MESTIC WATER DOMESTIC WATER BACK-UP t J 2' MAKE-UP WATERI I I ,� BACK-UP 1 13 /kY F� �� / 1 ------------ 8' T W R r- - ---I DRAIN 1 Ll 16 • MAKE-UP OVERFLOW �j� 10 L-----------�F---L-{I�-t-i TWS --------------i------- -' I WATER I Oj r-10' TWS I 8' It- 8' 8' 8' r� 34 rx 34 rR 34 rR 34 12 ® ®77 3` DRAIN 33 33 4 LV m 30 ------------------------ ��------------------------------®®—®®® 2' DOMESTIC WATER BACK-UP 12' TWR ----- -------------------------------------------------------------------- I I � I I 1 I I TWS I 1 I I I CHEM. I 157-I I FEED T 1 I 1 I --_-,------------------------------- ------------------------T I I 8'� 12� I 13 .2 ®� 1 i I 8` I ___--_- r— t 8' TWS 1 1 I 1' iT I ------ I a LTSJ I T -_ 8" TWR I I T 1 t, �, r� L� I • L M j-D�-IjH>Q11 1--7 * f-04-I- "" J / 1 icr I I I 12 I 1I EXISTING 1_ +� I -1-I ;� I I 1 1p• �yT CH-3 �I f—`%-�t���/l-�II - j 1� ,Hr�-�1�aJ/` �F-- I I _a �:11I TRANS R-134A 1�CF-IHI-SD _fir-�IH '17oCFi L--�I TO L----i.�i 300 TONS I �jt=mac 2 1 DRAIN © �LlI i- r---L--116sj TWP-1 20 HP 1050 GPM TWP-2 20 HP 1050 GPM TWP-3 20 HP 900 GPM A EXI M NTS 8' TWS 30 8' TWR ®9 9Lg ,� 16' TWR !T T 14' TWR 30 s 16' TWS 1 14' TWS P- n n rl In_ 30 HP 20 BHP I I s j - VSEE A/ME1 /R 1350 GPM 900 GPM I I I FOR CENT, ------------------------------- a_______________________I_I__J _______________________________________________________J I ____________________________ __________________J CO SS DRAIN EXISTING 4 --- ------ -CONNECT NEW 4' DR 2' MAKE-UP ----- WATER �7sLOPE 4' DRAIN @rB 1/4 EXISTING PER FOOT 4' SS M n SEE B/ME1 G FOR C❑NT, R4111 1110 I MARLEY C❑❑LING TOWER-3, 30 HP .v_j _1z IA i_______________ ®____________ I I I I I ________________________ 15 JJj GoJ� 4' 3' EXISTING 1 I CH-1 CARRIER R-11 350 TONS ROOF 17 i 4' DEMOLITION NOTES= ®1 REMOVE EXISTING BAC CO❑LING TOWER-1 & 2 AND ALL ASSOCIATED SUPPORT STRUCTURE DOWN TO 6' ABOVE CURB, DISCONNECTS, STARTERS, WIRING, CONDUIT, VALVES, TOWER WATER SUPPLY AND RETURN PIPING FROM TOWER TO BELOW ROOF. ®2 REMOVE EXISTING TOWER WATER PUMPS, MOTORS, MOTOR BASES AND ACCESSORIES, REMOVE EXISTING PUMP PADS AS SHOWN. REPAIR 3' PAD TO MATCH EXISTING PAD. ®3 REMOVE EXISTING RUPTURE DISK AND REFRIGERANT RELIEF PIPING. SAVE EXISTING ROOF PENETRATION FOR REUSE, 4. REMOVE ALL EXISTING TOWER WATER PIPING SHOWN DASHED. ®5 REMOVE ALL TOWER MAKE-UP WATER, DRAIN AND OVERFLOW PIPING FROM TOWER DOWN TO 6' ABOVE EXISTING CURB, CAP MAKE-UP AND DRAIN/OVERFLOW PIPING ABOVE ROOF. © REMOVE EXISTING TOWER WATER PUMP -3, MOTOR, MOTOR BASE AND ALL ACCESSORIES. REMOVE EXISTING PUMP PAD AND REPAIR FLOOR TO MATCH EXISTING. SEE SPECIAL SEQUENCING NOTES B/Ml TO C❑ORDINATE DEMOLITION. ®7 REMOVE EXISTING ENERGY MANAGEMENT SYSTEM TEMPERATURE SENSORS AND WELLS. SAVE WIRE FOR REUSE. REj ME3 FOR NEW SENSOR. ® REMOVE EXISTING DRAIN, OVERFLOW, MAKE-UP AND DOMESTIC WATER BACK-UP PIPING TO 24' BELOW ROOF AND CAP. REPAIR ROOF TO MATCH EXISTING CONSTRUCTION. REMOVE ENTIRE VERTICAL SECTION OF EXISTING 8' TWR PIPING. 10 REMOVE EXISTING 10' TWS PIPING SHOWN DASHED. SEE B/ME1 AND B/M2. it REMOVE EXISTING 1' TOWER BLEED LINES AS SHOWN, SEE B/M2 FOR NEW WORK. 12 SAVE STRAINER AND SOLENOID VALVE FOR REUSE. SEE B/M2, 13 RELOCATE TEMPERATURE SENSOR PER B/M2, 14 REMOVE EXISTING BUTTERFLY VALVES. 15 REMOVE EXISTING THERMOMETERS. NOTES, ®1 INSTALL NEW CHILLER-1 & 2 ON ENLARGED CONCRETE PADS USING NEOPRENE ISOLATOR PADS FURNISHED BY CHILLER MANUFACTURER. ® PROVIDE NEW BUTTERFLY VALVES. HEIGHT TO ALLOW FOR TUBE PULL ACCESS. ®3 INSTALL NEW PRESSURE GAUGES WITH SHUT-OFF COCKS, THERMOMETERS WITH BRASS WELLS, AND FLEX PIPE CONNECTORS IN NEW TOWER WATER LINES. ® ENLARGE CONCRETE PADS FOR NEW CHILLERS. SEE D/MEI AND SPECIFICATIONS FOR CHILLER DIMENSIONS, ® DIFFERENTIAL PRESSURE SWITCHES PROVIDED BY CHILLER MANUFACTURER, INSTALLED BY MECHANICAL CONTRACTOR IN L❑CATIONS SHOWN, WIRED BY ELECTRICAL CONTRACTOR. © VESSEL DRAIN CONSISTING OF 3/4' BALL VALVE AND THREADED HOSE CONNECTION WITH CAP, �7 MANUAL AIR VENTS FOR CHILLER VESSEL, SAME SIZE AS VESSEL CONNECTION, ® BALANCING VALVES FURNISHED BY TOWER MANUFACTURER, MOUNTED BY MECHANICAL CONTRACTOR. INSTALL NEW TOWER WATER PUMP, BASE, FLEX CONNECTORS, STRAINER, TRIPLE DUTY VALVE, AND BUTTERFLY ISOLATION VALVES ON NEW PADS, SEE SPECIFICATIONS FOR DIMENSIONS, AND SEE C/ME1, 10 INSTALL NEW PUMP PRESSURE GAUGES, SHUT-OFF COCKS AND TUBING. INSTALL COMPOUND GAUGES AT SUCTION SIDE OF TOWER WATER PUMPS, 11 INSTALL NEW COOLING TOWER-1 & 2 ON CONCRETE PEDESTAL PAD @ GRADE AND FILL IN BETWEEN PADS WITH GRAVEL, GRAVEL TO MATCH TYPE, SIZE AND COLOR AS GRAVEL LOCATED UNDER EXISTING FUEL ❑IL TANK. INSTALL NEW TWS, TWR, DRAIN, OVERFLOW DRAIN, CITY MAKE-UP WATER AND EQUALIZER PIPING. SEE SPECIFICATIONS FOR COOLING TOWER DIMENSIONS. SEE ALSO STRUCTURAL DRAWING. 12 SEE D/E1 FOR ELECTRICAL REQUIREMENTS OF NEW TOWER. 13 EXTEND EXISTING CHEMICAL FEED SYSTEM/PIPING TO CONNECT TO NEW TOWER WATER PIPING. VERIFY PROPER OPERATION. 14 NEW CONCRETE PADS FOR NEW COOLING TOWER WATER PUMPS. SEE DETAIL C/ME1 FOR PUMP SUPPORT. SEE SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR EQUIPMENT DIMENSIONS. 15 ENLARGE EXISTING ROOF OPENING TO ALLOW FOR INSTALLATION OF NEW TOWER WATER PIPING. SEAL ROOF PENETRATIONS WATER TIGHT. SEE DETAIL F/ME1. 16 SEE DETAIL G/ME2 FOR DRAIN FUNNEL DETAIL. 17 NEW SCHEDULE 40 REFRIGERANT RELIEF PIPING TO OUTSIDE. ENLARGE EXISTING ROOF OPENING TO ALLOW FOR INSTALLATION. SEAL ROOF PENETRATIONS WATER TIGHT. SEE F/MEL 18 RELIEF VALVES BY CHILLER MANUFACTURER, INSTALLED BY MECHANICAL CONTRACTOR. USE BRAIDED STAINLESS STEEL FLEX CONNECTORS AT RELIEF VALVE OUTLET. SEE SPECIFICATIONS FOR L❑CATION AND SIZES OF CHILLER RELIEF VALVES. SEE DETAIL B/ME2. 19 INSTALL NEW COOLING TOWERS ON NEW STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWING AND SPECIFICATIONS. 20 INSTALL NEW PNEUMATIC 2-WAY CONTROL VALVE PROVIDED BY CONTROLS CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR, 21 REINSTALL EXISTING TEMPERATURE SENSOR AND WELL AND CONNECT TO EXISTING EMS, COORDINATE INSTALLATION OF PIPE TAPS AND WELLS WITH CONTROLS CONTRACTOR. SEE B/ME3. ® DIFFERENTIAL PRESSURE SWITCHES PROVIDED BY CONTROLS CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR IN L❑CATIONS SHOWN, WIRED BY ELECTRICAL CONTRACTOR, 23 B & G, JH-3 OR EQUAL SUCTION DIFFUSER W/ STRAINER, ADJUSTABLE FOOT SUPPORT & DRAIN VALVE W/ 3/4' THREADED HOSE CONNECTION & CAP. 24 B & G, HG-3 OR EQUAL SUCTION DIFFUSER W/ STRAINER, ADJUSTABLE FOOT SUPPORT & DRAIN VALVE W/ 3/4' THREADED HOSE CONNECTION & CAP. REUSE EXISTING ROOF PENETRATION FOR NEW 8' TWS AND TWR, SEE DETAIL F/ME1, 26 EXTEND EXISTING PIPING TO FLOOR DRAIN AND CONDUIT TO SENSING STATION AS REQUIRED. ROOF ® EXTEND NEW 2' MW AND 2' DOMESTIC WATER BACK-UP THROUGH CONCRETE/BRICK WALL AND SEAL AIR/WATER TIGHT. SEE DETAIL G/ME1. �8 NEW COMMON TWR TEMPERATURE SENSOR, COORDINATE WITH CONTROLS CONTRACTOR, 29 CHILLER-3 TOWER WATER PIPING ISOLATION VALVES, SEE SPECIAL SEQUENCING NOTES B/Ml. 30 PAINT ALL EXTERIOR PIPING WITH WEATHERPROOF EPDXY PAINT. 31 CAP EXISTING PIPES TO REMAIN. SUPPORT TOWER WATER PIPING PER DETAIL C/ME2, 33 2.0 TAPS WITH BALL VALVE AND CAP FOR FUTURE FILTER CONNECTION. 34 PROVIDE NEW BUTTERFLY VALVES FOR TOWER ISOLATION. 8/5/99 BID BWW JN SHK REV. DATE DESCRIPTION DESIGN DRAW HECK Corporate Energy Construction, Inc. MANAGEMENT/CONSTRUCTION FOR ENERGY PROJECTS 10333 W. 84TH TERR. LENEXA, KANSAS 66214 (913) 894-9720 FAX:894-9051 CHILLER AND COOLING, TOWER REPLACEMENT Central Florida Regional Hospital Sanford, Florida ENGINEER& CORPORATE ENERGY CONSULTANTS, LTD, FIRM CERTIFICATION NO., 8163 10333 W. 84TH TERR, LENEXA KANSAS 66214 (913) 894-9720 �a FAX. (913) 894-9051 CHARLES DAVID HAZEN FLORIDA MECH, LIC. NO, 46976 FLORIDA ELEC, LIC. NO, 46976 DATEi 7/12/99 SHEET #1 PROJ #1 1021 M2 1021M2 / 1=96 / 7-12-99 / JN I""' IV U EXISTING CHILLER #1 --------- 480V _ 6i ��, 480V 30, 311 FLA 500A ®3 -______ 500A �LL® EXISTING CHILLER #2 lr-® L JAI 480V 30, 311 FLA ®3 SECTION 44 Eo I SECTION #2 1600A SUPPLY EC BRANCH 800A SUPPLY 1600A SECTION 400A N 800A SECTION 200KAIC 200KAIC Eo e EQ BRANCH 400A N SECTION #3 3000A SUPPLY 1400A SECTION 800A 200KAIC FROM UTILITY XFMR 34,382 AVAILABLE 600A FAULT CURRENT SQUARE "D" "QMB" 2500A SUPPLY 277/480, 30, 4 WIRE, 200KAIC NOTES, ®1 2 SETS OF 3-250MCM, 1-#1GND, 2-1/2'C, REMOVE WIRE IN ITS ENTIRETY. SECTION 41 CONDUIT TO BE REUSED TO MAXIMUM EXTENT POSSIBLE. 600A SUPPLY 600A SECTION ®2 REMOVE EXISTING STARTERS, FEEDS, AND 2 SETS OF 3-300MCM, 1-#4GND, 210KAIC 3'C, FROM STARTER L❑CATION TO CHILLER IN ITS ENTIRETY. ®3 REMOVE EXISTING FUSES. ® EXISTING 3-4/0, 1-#3GND, 2-1/2'C. TO REMAIN. 3-4/0, 1-#3GND, 2-1/2'C. FROM MSB EXISTING SF-1 3-1/2A 1 HP EXISTING SF-2 3-1/2A 1 HP SECTION #1 -------- _Y3-#6, _EXISTING S. TOWER FAN CT-1 600A SUPPLY 40A `AJ 2SETS 480/3/60, 30HP 600A SECTION 1'C. r-------- - I3k------ti EXISTING N. TOWER FAN CT-2 40A 480/3/60, 30HP SPACE EXISTING CHWP-2 50A rfE 2 20HP 4 EXISTING 3-#8, 1'C, 3 EXISTING CHWP-1 50A SIZE 2 20HP M SECTION #2-�lr--Il-�X,r ___________________ti_ EXISTING TWP-1 600A SUPPLY 50A SIZE 2 20HP 300A SECTION � 3-#8, 1'C. -------------------ti EXISTING TWP-2 50A SIZE 2 20HP SPACE SPACE SPACE "MSC-1' SQUARE 'D' 600A SUPPLY 277/480, 30, 4 WIRE. 42KAIC rC' EXISTING MSC-1 DEMOLITION ONE -LINE DIAGRAM E1 NTS NOTES: �1 REMOVE EXISTING POWER AND CONTROL WIRING, CONDUIT, FUSES, C❑MBINATI❑N STARTER AND ASSOCIATED ELECTRICAL DEVICES IN THEIR ENTIRETY FROM EXISTING CO❑LING TOWER BACK TO MSC-1, FUSED SWITCH TO BE REUSED, SEE DETAIL 'D' THIS SHEET FOR NEW WORK. ® REMOVE EXISTING POWER AND CONTROL WIRING, CONDUIT, FUSES, WIRE, SIZE 2 STARTER AND ASSOCIATED ELECTRICAL DEVICES IN THEIR ENTIRETY FROM TOWER WATER PUMP BACK TO MSC-1. FUSED SWITCH TO BE REUSED, SEE DETAIL 'D' THIS SHEET FOR NEW WORK. REMOVE EXISTING 20HP MOTOR TO ALLOW INSTALLATION OF NEW, EXISTING C❑NDUIT AND WIRE TO REMAIN. SEE DETAIL 'D' THIS SHEET FOR NEW WORK. ® EXISTING FUSED SWITCH AND SIZE 2 STARTER TO BE REUSED. REMOVE THERMAL OVERLOADS TO ALLOW INSTALLATION OF NEW. SEE DETAIL 'D' THIS SHEET FOR NEW WORK. 90A f� ,- 80A ram_ 60A 3 �lr- 100A 90A 350A �r 400A __rs 350A 150A sA-j- 175A 125A 100A 400A 2 0� A A E) E1 NTS FROM MSB SEC- 600P 600A SEC1 600A 300A 3-#8, 1-#8GND, 3/4' C. UNIT MOUNTED, FUSED TAPPED FROM LINE SIDE OF DISC❑NNECT AND DISCONNECT SWITCH. STARTER PROVIDED W/ TEMPORARY EQUIPMENT, 3-#8,1-#8GND, 3/4'C, TEMPORARY CHILLER 9 SPARE 480V 30, 520 FLA NEW TWP, 12 60A © 8 480/3/60, 30HP ' 3 SETS ❑F 3-300MCM, ✓ �`�' E o L Eo L � TEMPORARY CHWP - 6 EA BRANCH 1-1/OGND, IN 2-1/2 C. 11 480V 30, 25HP a - EA BRANCH No 90A END❑SC❑PY R-F EXAM 13 1 2 NEW CHILLER #1 END❑SC❑PY R-F EXAM -- VSD 480V 30, 360 FLA 80A ®5 450A TVSS-2 _ 1 NEW CHILLER #2 TVSS-2 3-#8,1-#8GND, 3/4'C. �5 450A0 VSD 480V 30, 360 FLA 60A 9 NEW TWP-2 SPARE SECTION #4 �O aL EC BRANCH 800AISUPPLY 60A ®7 ® 480/3/60, 30HP 1600A SUPPLY PANEL "LN' 1600A SECTION 400A N 800A SECTION PANEL "IN° 200KAIC 200KAIC 90A �.� E0 aL EQ BRANCH PATIENT FLOORS PEAK DEMAND DURING N PATIENT FLOORS AUGUST OF 1998 OF 1161KW 400A 350A (1398A @ 48OV) SECTION 43 EQE ELEV DATA FROM FPL, 3000A SUPPLY -ram- EQE ELEV PROJECTED NEW PEAK LOAD 1400A SECTION 400A 1592A @ 48OV) 200KAIC 800A PANEL "HN° PANEL HN" FROM UTILITY XFMR ' 350A 34,382 AVAILABLE 600A FAULT CURRENT MEASURED F.L.A. = 510A 2ND FLR EQUIP RM5 MCCE1 SQUARE ID, "QMB„ ADDED F.L.A. = 80A 2ND FLR EQUIP RM5 MCCE1 r� -« 2500A SUPPLY TOTAL NEW F.L.A. = 590A 150A AI I COND. UNIT 277/480, 30, 4 WIRE, MEASURED F.L.A. = 440A COND, UNIT L� 200KAIC ADDED F.L.A. = 16A 175A 'NA' XFMR TOTAL NEW F.L.A. = 456A . "NA" XFMR NOTES 125A ®1 NEW 2-SETS ❑F 3-4/0, 1-#2GND, 2-1/2'C, FROM EXISTING SWITCH SECTION #1 3RD FLR MECH RM OVERHEAD TO NEW UNIT MOUNTED CHILLER VSD. UTILIZE EXISTING 2-1/2' 600A SUPPLY 3RD FLR MECH RM CONDUIT TO MAXIMUM EXTENT POSSIBLE. 600A SECTION 100A 200KAIC PANEL 'XH' ®2 UNIT -MOUNTED AND WIRED VARIABLE SPEED DRIVE WITH 30KAIC CIRCUIT PANEL "X.H" BREAKER, BY CHILLER MANUFACTURER. 400A 4 4 MSC-1 ®3 REMOVE ALL TEMPORARY FEEDERS AND CONDUIT WHEN TEMPORARY CHILLER MSC-1 AND CHILLED WATER PUMP ARE REMOVED. 250A MEASURED F.L.A. = 192.2A ® EXISTING 3-4/0, 1-#3GND, 2-1/2'C. TO REMAIN. DEMO F.L.A. = 190A ADDED F.L.A. = 204A ®5 INSTALL NEW 450A DETD FUSES IN EXISTING 600A FUSED SWITCH. TOTAL NEW F.L.A. = 208.2A 313 DEMOLITION ONE -LINE DIAGRAM © INSTALL NEW 60A DETD FUSES IN EXISTING 60A SPARE SWITCH. rB'� EXISTING MSB NEW ONE -LINE DIA K�v INSTALL NEW 60A DETD FUSES IN EXISTING 100A SPARE SWITCH.NTS `7 ® INSTALL NEW SQUARE 'D' 8538, NEMA 1 ENCLOSURE, SIZE 3, FUSED, 480V, 30, C❑MBINATI❑N STARTER W/ FORM 'C' H/O/A SWITCH AND CONTROL TRANSFORMER, SEE A/ME3 FOR STARTER LOCATION. ®9 INSTALL NEW NEMA 3R, HEAVY DUTY, 60A, LOCKABLE, FUSED DISCONNECT ON UNISTRUT SUPPORT. FUSE W/ 60A DETD FUSES, SEE B/ME1 FOR LOCATION. MAKE COMPLETE ELECTRICAL CONNECTION FROM DISC❑NNECT TO MOTOR, 10. ROUTE NEW HORIZONTAL C❑NDUIT RUNS TIGHT TO STRUCTURE ABOVE INSIDE MECHANICAL R❑OM, ROUTE C❑NDUIT DOWN EXTERIOR WALL TO MINIMUM 30' BELOW GRADE OVER TO TOWER WATER PUMP L❑CATI❑N AND UP TO NEW DISCONNECT SWITCHES. 11 60A FUSED DISC❑NNECT SWITCH W/ 50A DETD FUSES WITHIN 10' OF TAP AT TEMPORARY CHILLER. 12 800A FUSED DISC❑NNECT SWITCH W/ 800A TIME DELAY, CLASS L FUSES WHICH WILL ALLOW 14800A S.C.C. LET THRU CURRENT (PER FUSE TABLE-BUSSMAN KRP-C-800) . SEE A/ME3 FOR L❑CATION. 13 TAP BUSS OF EXISTING SWITCHBOARD TO FEED TEMPORARY CHILLER AND CHILLED WATER PUMP, I ,n 4 ,L l] XISTING SF-1 i HP EXISTING SF-2 1 HP NEW CT-1 FAN-1 480/3/60, 25HP NEW CT-1 FAN-2 480/3/60, 25HP SPACE NEW CHWP-1 480/3/60, 25HP NEW CHWP-2 480/3/60, 25HP NEW CT-2 FAN-1 480/3/60, 25HP NEW CT-2 FAN-2 480/3/60, 25HP SPACE 'MSC -I' SQUARE 'D' 600A SUPPLY 277/480, 30, 4 WIRE. 42KAIC D EXISTING MSC-1 NEW ONE -LINE DIAGR E1 NTS NOTES: ®1 INSTALL NEW VSD PER SPECIFICATIONS FOR COOLING TOWER FAN, VSD SHALL BE PROVIDED WITH 65KAIC CIRCUIT BREAKER, SEE A/ME3 FOR VSD LOCATION. VSD SHALL BE SIZED FOR MOTOR, OVERLOADS PER MOTOR NAMEPLATE DATA. ®2 INSTALL THERMAL OVERLOADS PER NEW MOTOR NAMEPLATE DATA. MAKE COMPLETE ELECTRICAL CONNECTION TO NEW MOTOR. ® EXTEND NEW WIRE TO LOAD SIDE OF EXISTING SWITCH. PROVIDE NEW 50A, DETD FUSES IN EXISTING SWITCH. © INSTALL NEW NEMA 3R, HEAVY DUTY, 60A, LOCKABLE FUSED DISCONNECT SWITCH ON UNISTRUT SUPPORT, FUSE W/ 50A DETD FUSES. SEE B/ME1 FOR LOCATION. MAKE COMPLETE ELECTRICAL CONNECTION FROM DISCONNECT TO MOTOR, 7. ROUTE NEW HORIZONTAL CONDUIT RUNS TIGHT TO STRUCTURE ABOVE INSIDE MECHANICAL ROOM. ROUTE C❑NDUIT DOWN EXTERIOR WALL TO MINIMUM 30' BELOW GRADE OVER TO C❑❑LING TOWER AND UP TO NEW DISCONNECT SWITCHES. SPACE SPACE UTILITY XFMR 34,382A S.C.C. MSB SECTION #4 33,897A S.C.C. MSB SECTION 43 33,897A S.C.C. 200K AIR TIME DELAY - FUSES 29,604A S.C.C. VSD VSD --r 65K AIR UNIT MTD VARIABLE SPEED DRIVE CHILLER CHILLER #1 #2 200K AIR DETD FUSES 21,809A S.C.0 6,715A S.C.C. 6,715A S.C.C. T- 200K AIR FUSES MSB SECTION #P 33.897A S.C.C. TWP-1 TWP-2 MSC-1 30,606A S.C.C. 200K AIR DETD FUSES 23,381A S,C,C, 200K AIR COMBO STARTER 11,025A S.C.C. 200K AIR FUSED DISCONNECT CT-1 CT-1 CT-2 CT-P FAN-1 FAN-2 FAN-1 FAN-2 F SHORT CIRCUIT CU E1 NTS 6,715A S.C.C. 6,715A S.C.C. AVAILABILITY DETAIL SCC= 30 SHORT CIRCUIT CURRENT AIR= AMPS INTERRUPTING RATING r VTf'rrkff- VOf••_4 300 200 100 A z a U w 0 10 1 .1 .05 .04 .0- .02 01 1 2 3 4 5 10 20 30 4050 100 1K 10K AMPERES 100 A z U w 10 1 ELECTRICAL SPECIFICATIONS 1. ELECTRICAL WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN TOTAL WORK. 2, ALL MATERIALS SHALL BE NEW, UL LISTED AND LABELED. 3. EXPOSED CONDUIT SHALL BE ROUTED PARALLEL AND PERPENDICULAR TO WALLS AND BUILDING LINES. 4, FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND MATERIALS NEEDED FOR THE ENTIRE ELECTRICAL REQUIREMENTS OF THIS C❑NTRACT, 5. OPENINGS AROUND CONDUITS WHICH PENETRATE FIRE RATED WALLS SHALL BE SEALED USING UL LISTED METHODS. 6. ALL ELECTRICAL EQUIPMENT FURNISHED SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. 7, JUNCTION BOXES SHALL BE PROVIDED AS REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTION AND CODE COMPLIANCE. 8. ALL CONDUIT SHALL BE EMT UNLESS OTHERWISE NOTED AND SHALL NOT BE SUPPORTED FROM DUCTWORK, PIPING, MECHANICAL EQUIPMENT OR OTHER C❑NDUIT. 9. SHOP DRAWINGS, CATALOG DATA AND DESCRIPTIVE LITERATURE AS APPLICABLE FOR ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 10, ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, NFPA 70 AND ALL APPLICABLE LOCAL CODES, ORDINANCES AND REGULATIONS. 11, ALL NEW WIRE TO BE TYPE THHN, C❑PPER1 S❑LID FOR 12 AWG AND SMALLER] STRANDED FOR LARGER THAN 12 AWG. 12. REMOVAL OR RELOCATION OF ANY C❑NDUIT, ETC. 1 INCH OR SMALLER REQUIRED TO ALLOW INSTALLATION OF NEW WORK SHALL BE CONSIDERED WORK REQUIRED BY THIS CONTRACT WHETHER OR NOT SUCH WORK IS SHOWN ON THE DRAWINGS. EXTRA PAYMENTS WILL NOT BE ALLOWED BY OWNER FOR WORK REQUIRED BY THIS NOTE, 13. PROVIDE ENGRAVED, PLASTIC -LAMINATED LABELS MOUNTED TO DISCONNECTS, VSD'S AND STARTERS USING 10/32 STAINLESS STEEL MACHINE SCREWS, LABELS SHALL IDENTIFY EQUIPMENT DESIGNATION, VOLTAGE, EQUIPMENT FEEDING AND FED FROM INFORMATION, 14. EXTERIOR C❑NDUIT EXPOSED TO ELEMENTS SHALL BE GALVANIZED RIGID STEEL, 15. FINAL CONNECTIONS TO VIBRATING EQUIPMENT SHALL BE MADE USING LIQUID TIGHT FLEXIBLE METAL CONDUIT. MSB SCHEDULE OF ADDED LOADS TAG LOAD TYPE LOAD CH-1 MOTOR 49A CH-2 MOTOR 49A MSC-1 MOTORS 16A TWP-1 MOTOR 40A TWP-2 MOTOR 40A TOTAL ADDED 194A LOAD TEMP, CHILLER MOTOR 520A TEMP CHWP MOTOR 34A TOTAL ADDED LOAD 554A .1 .05 .04 .03 .02 .01 ELECTRICAL LEGEND Ems' NON -FUSED DISC❑NNECT SWITCH ®+ FUSED DISC❑NNECT SWITCH ® MOTOR STARTER ®' C❑MBINATI❑N FUSED DISC❑NNECT SWITCH/ MOTOR STARTER ® PANELBOARD FUSE(S) SWITCH �1-- CIRCUIT BREAKER ` MOTOR OVERLOAD MOTOR Q JUNCTION BOX AB HOMERUNS A, B, C TO PANEL Z SHORT=PHASE, L❑NG=NEUTRAL, CURVED=GROUND 8/5/99 BID BWW JN SHK REV, DATE DESCRIPTION DESIGN DRAW CHECK Corporate Enercry Construction, Inc. MANAGEMENT/CONSTRUCTION FOR ENERGY PROJECTS 10333 W. 84TH TERR. LENEXA, KANSAS 66214 (913) 894-9720 FAX:894-9051 CHILLER AND COOLING TOWER REPLACEMENT Central Florida Regional Hospital Sanford, Florida ENGINEERS& CORPORATE ENERGY CONSULTANTS, LTD. FIRM CERTIFICATION NO., 8163 10333 W. 84TH TERR. LENEXA KANSAS 66214 (913) 894-9720 l FAX. (913) 894-9051 CHARLES DAVID HAZEN FLORIDA MECH. LIC. NO. 46976 FLORIDA ELEC. LIC. NO. 46976 DATEi 7/12/99 SHEET #1 PR❑J * 1021 E1 1021E1 / 1=48 / 7/12/99 / L!_ w 0 z w 0 I- cn J LL_I w w > w i- O c-n Q __J o z m C0 a� 0 0 0 a ® o L0 0 0 0 ® Z� o 0 ® D 00 I (r) Ln U F N W 0 0) 6 0) U / U n UNIQUE 'Y FSHEETSISCREEN COLOR& BREAK-PTSHT SHEETS o 1 STRUCTURAL. GENERAL NOTES CODE/DESIGN INFORMATION ----------------------- 1. Structure is designed in accordance with the Standard Building Code, 1997 Edition. 2. Wind Loads: 100 mph Basic Wind Speed Use Factor = 1,15 CONTRACT DOCUMENTS ------------------ 1. No provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the contract documents) shall be effective to change the duties and responsibilities of Owner, Contractor, Engineer, Supplier, or any of their Consultants, Agents, or employees from those set forth in the Contract Documents. nor shall it be effective to assign to the Structural Engineer of Record or any of the Structural Engineer of Record's Consultants, Agents, or employees any duty or authority to supervise or direct the furnishing or performance of the work or any duty or authority to undertake responsibilities contrary to the provisions of the Contract Documents. 2. Contract Documents shall govern in the event of a conflict with the Code of Practice or Specifications of ACI, PCI, AISC, SJI or other standards. 3. For dimensions not shown on the Structural Drawings see the Architectural Drawings. CONTRACTOR RESPONSIBILITIES -------------------------- 1. Material, workmanship, and design shall conform to the referenced Building Code. 2. Coordinate the Structural Documents with the Architectural, Mechanical, Electrical, Plumbing and Civil Documents. Architect/Structural Engineer shall be notified of any discrepancy or omission. 3. Verify the dimensions, elevations and site conditions before starting work. Architect/Structural Engineer shall be notified of any discrepancy. 4. Notify in writing the Structural Engineer of conditions encountered in the field contradictory to those shown in the Structural Documents. 5. Verify the structurally supported mechanical equipment weights, opening sizes and locations identified on the Structural Drawings with Architectural and Mechanical Drawings. 6. Contractor has sole responsiblity for means, methods, techniques, sequences, and procedures of construction. 7. Contractor has sole responsibility for the design, adequacy, and safety of erection bracing, shoring, temporary supports, etc. 8. Contractor has sole responsibility to comply with all OSHA safety regulations. 9. Submittals 9.1 Furnish one sepia and two prints of shop drawings. Furnish three copies of other structural submittals. FOUNDATIONS 1. Individual spread footings shall bear on sand capable of supporting 2,000 psf. REINFORCEMENT ------------- 1. Reinforcing steel shall conform to ASTM A615, Grade 60, unless noted otherwise. 2. Submit shop drawings which adequately depict the reinforcing bar sizes and placement. Written description of reinforcement without adequate sections, elevations, and details is not acceptable. 3. Place reinforcement as follows, unless noted otherwise: 3.1 Concrete Reinforcement Cover Below Grade: Unformed 3" clear Formed 2" clear Columns (Ties) 2" clear CAST -IN -PLACE CONCRETE ---------------------- 1. Concrete work shall conform to ACI 318 and CRSI standards. 2. Concrete shall have a minimum specified compressive strength of 3,000 psi in 28-days. 3. Defective areas in concrete including, but not limited to, honey -combing, spalls, and cracks with widths exceeding 0.01 inch shall be repaired. Extent of defective area to be determined by the Structural Engineer. STRUCTURAL STEEL ---------------- 1. Structural steel for wide flange members shall conform to ASTM A572, Grade 50. Structural steel for plates, angles, and channels shall conform to ASTM A36. 2. Bolted connections shall be slip critical (friction type) with minimum 3/4'' diameter A325 bolts. 2.2 Anchor bolts shall be headed bolts conforming to ASTM A307, Grade A, unless noted otherwise. 3. Structural steel shall be fabricated and erected accordingg to the AISC "Specification for Structural Steel Buildings" (June 1, 1989). 4. Use prequalified welded Joints per AISC and the Structural Welding Code of the American Welding Society. "Non-prequalified joints" shall be qualified prior to fabrication. 5. Structural steel shall be hot dipped galvanized per ASTM A123. 1" RADIUS (TYPICAL) BEAM �IOMPLETE 'ENETRATION YP. TOP & BOTT. STD. SHEAR CONNECTION L1 L. F-AlVI BEAM MOMENT CONNECTION STRUCTURAL TESTING/INSPECTION AGENCY SERVICES GENERAL 1. Neither the observation of the Architect/Structural Engineer in the administration of the contract, nor tests/inspections by the Testing/Inspection Agency, nor approvals by persons other than the Architect/Structural Engineer shall relieve the Contractor from his obligation to perform the work in accordance with the Contract Documents. SELECTION AND PAYMENT 1. Contractor will employ and pay for the structural testing/inspection services that are required by the Contract Documents. STRUCTURAL TESTING/INSPECTION AGENCY'S RESPONSIBILITIES 1. Perform tests/inspections as outlined in Contract Documents, the applicable codes, and as directed by the Structural Engineer. 2. Report work and materials not complying with Contract Documents immediately to the Contractor and Structural Engineer, 3. Report and distribute results of tests/inspections promptly in the form of written reports as directed by the Structural Engineer. 4. Structural Testing/Inspection Agency shall not alter requirements of Contract Documents, approve or reject any portion of the work, or perform duties of the Contractor. BEAM OF BEAM 11/2'' O.D. PIPE RAIL VERTICALS @ 5'-0" ( ) c/c. U.N.O. GRATING GALV. CHANNEL SECTD0N 11/2" O.D. PIPE RAIL VERTICALS @ 5'-0" (> c/c. U.N.O. COOLING TOWER I 41CHANNEL ING GALV. ' N CHANNEL I BEAM CONTRACTOR'S RESPONSIBILITIES 1. Provide copy of Contract Documents to the Structural Testing/Inspection Agency. 2. Cooperate with Structural Testing/Inspection Agency and provide access to work. CAST IN PLACE CONCRETE 1. Verify reinforcing steel for quantity, size, location, and support. 2. Verify proper reinforcing steel concrete coverage. 3. Examine concrete in truck to verify that concrete appears properly mixed. 4. Perform a slump test as deemed necessary for each concrete load. Record if water or admixtures are added to the concrete at the job site. Perform additional slump tests after job site adjustments. 5. Mold four specimens per set for compressive strength testing; one set for each 75 cubic yards of each mix design placed in any one day. For each set molded, record: a. Slump b. Air content C. Unit weight d. Temperature, ambient and concrete e. Location of placement f. Any pertinent information, such as addition of water, addition of admixtures, etc. BEAM, FTG. & PEDESTAL I W10 B'M. W/%4"dia. COOLING TOWER ANCHOR BOLTS r Q I __ STD. SHEAR CONN. _ I,I 4-#3 TIES @3" I CONC. PEDESTAL 1'-0"x1'-0" 01 W/4-#5 VERT, DOWEL Ln T_ INTO FTG. & #3 TIES @12" I FIN. GRADE I \44I IIII�HIJIIII( l= (� "- INI�III=ifli=l( l ilil_iiii,ulhlul-1►11 I �uu_liil_ilihiili_u1i z ' � I a.. FTG. 4'-0"x4'-0"x1' -0" 0 0 N _ a U 3-#5 E.W. 21-011 21-011 SECT110N TOWER SUPPORT 40'-10" 6'-0" 14 11'-11" 5'-0" I 11'-11" 6'-0" I ( I I I 31_011 REMOVABLE CHAIN I REMOVABLE CHAIN WiIOx22 -- - - - - - -- Q a I I I I I I - - - - - - - -- I I I I I I I I I I I i i I I I I I 0 o I r") O o ro I Ir,() o r-r) I N')x 3 , O x l I x of I o x l o f Lo _ X x O _' - - - --- W10x22 ------- �-------------- - W10x22 -- c�- - - - - - - - O N --- - - - - ------------- x '- O" I I I -- I I - -- - - - - - - - - - -------- -- --I I I I I I I I I I I I I I I I I I I I I I e 0 I I I I I I I I I I -- --- ----------------- I I I I --------- ------------ I I o o �, ' '�`� W10X22 'row O x S-1 2 x O x = x O x3�6 GRATING I 3�: S-1 I - � I GALV, I I SEE DET. I ' 5/S5-1 ' 14'-5" 14'-5" C5x6.7 TYP. 000UNG TOWER SUPPORT—MAIMING FLAN 6. Perform one 7-day and two 28-day compressive strength tests. (Use one as a spare to be broken as directed by the Structural Engineer if compressive strengths do not appear adequate.) 7. Report in writing, as directed by the Architect/Structural Engineer, on the same day that tests are performed. Reports of compressive strength tests shall contain the project identification name and number, date of concrete placement, name of concret testing agency, concrete design compressive strength, location of concrete placement in structure, concrete mix proportions and materials, compressive breaking strength and type of break. 8. Verify certification of the concrete ready mix plant for conformance with the requirements of the National Ready Mix Concrete Association, STRUCTURAL STEEL 1. Inspection shall be in accordance with AWS Structural Welding Code. 2. Structural Testing/Inspection Agency shall visually inspect 100/. of field and shop welds and monitor erection procedures. 3. Structural Testing/Inspection Agency shall monitor bolt -tightening procedures for all slip critical joints. 4. Structural Testing/Inspection Agency shall verify welder qualifications. 8" CONCRETE SLAB WITH #4 @12" E. W. T. & B. ON VAPOR BARRIER AND 4" GRANULAR FILL. 4600(o �oO° 0T°nQ°Q 0 3-#4 CONT. 0© SECT110N MECHANICAL PAD4 F8"CONCRETE SLAB WITH SEE MECHANICAL FOR " E. W. T. & B. ON VAPORR AND 4" GRANULAR FILL. LOCATION AND DIM. ----------------------- - - - - -; I I I I I I I I I I I I ) I I I I I I I I I I I I I I I I I ----------------------------, PUMP PAD FOUNDATION PLAN 4 Stang ey D. Undsey p, of Assoc 'o ates e Lid. . S T R U C T U R A L E N G I N E E R S 4 1801 Vilest Lind Avenue , Suite 400 Nashville, Tennessee 37203-2509 G Project Number 99258.00 REV. DATE DESCRIPTION DESIGN DRAW CHECK Corporate Energy Construction, Inc. MANAGEMENT/CONSTRUCTION FOR ENERGY PROJECTS 10333 W.84TH TERR. LENEXA, KANSAS 66214 (913) 894-9720 FAX:894-9051 CHILLER AND COOLING TOWER ADDITION Central Florida Regional Hospital Sanford, Florida ENGINEERS: CORPORATE ENERGY CONSULTANTS, LTD, FIRM CERTIFICATION NO.: 8163 10333 W. 84TH TERR. J LENEXA KANSAS 66214 (913) 894-9720 FAX. (913) 894-9051 / CHARLES DAVID HAZEN FLORIDA MECH. LIC. NO. 46976 FLORIDA ELEC. LIC. NO. 46976 PLAN � DETAILSDATE 7/20/99 SHEET #� PROJ *: 99258.00-1 BINDING ORDER 0 POROUS FILL (STONE OR (:,fPA\/cz 0 EL, ETC.) 0 ROCK CCNCRETE/LIGH"WEIGHT (OONCRPTE FILL) CONCRETE/STRUCTURAL (CAST -IN -PLACE, PRECAST) BRICK/COMMON 4 5RIr-K/FACE CONCRETE MASONRY UNITS 1_1 I I I ILI �l (SMALL- SCALE) CONCRETE ) C MA5ONRY UNITS (LARGE SCALE) qFFTTFTIVI 4 4 a 4 CAST STONE CONCRETE 'o"T SITE NDO i Ar- 0 403 4041 (43)4— ELEVATION INSULATION/LOOSE STONE CUT OR BAIT CONCRETE, PLASTER, STUCCO (45 INDICATED) - --+I+ MARBLE - - - __T= INSUL4TION/RIGID GLASS STONE RUE35LE (LARGE SCALE) ELE\/ATI',,,N CLAYTILE/BTRUCTURAL GLASS (SMALL 5 4LE) 5fRlr—< ELEVATION L METAL I ACOUSTICAL TILE PARTITION CONSTRUCTION FLAN (SMALL SCALE) CERAMIC TILE STEEL STUD METAL STUD WALL PLYWOOD GYPSUM WALL BOARD WITH INSULATION (LARGE SCALE) METAL STUD WALL WITH XITXXXI x7m SOUND INSULATION 4 d 77 I-PIR. RATED WALL 111111111111A PLYWOOD PLASTER, SAND, CEMENT (SMALL SCALE) GROUT 2-HR. RATED WALL WOOD/FINISH CLAY TILE/Gl-4ZEF-) C.M.U. W1 FILLED CELLS Le WOOD/ROUGH A LEAD SHIELD GYP. 5D. TERRAZZO EXISTING WALL TO REMAIN CLAY TILE/UNGLAZED RESILIENT FLOORING AV SANFORD L<�MARY 5L BLV B/2 403 N PROJECT NORTH AR; ROW .611 F1 El EXIST. CONTOURS (ELEVATIONS NOTED ON HIGH S(DE) IVIV NEW CONTOURS Q (EL E',/,4TION5 NOTED ON HIGH SIDE) TIE TO EXISTING CONTOUR, ,A--\5M BENCH MARK TOP OF GRADE _k' REFERENCE ELEVATION COLUMN JR .EF'-;FRPNCF- LINE PROJECT St 40 A, BUILDING SECTION REFERENCE F_)R_",WINr_:, jDENTiFIC,4TION, 7Yf- r2 WALL SECTION REFERENCE, T"t'F. 2 5i-4EET WERE DR4'WN, 7YF=. 14 DETIAl-1 REFERENCE lI PLPv4TION REFERENCE NUMBER (200 DOOR REFERENCE O WINDOW REFERENCE EXISTING CONSTRUCTION F FUTURE CONSTRUCTION L (�i TITLE SECTION IDENTIFICATION V4_-�12 SCALE INDEX OF DRAWINGS COVER SHEET 51TE PLAN L.6-1 FIRST FLOOR - OOR LIFE 54 FETY PLAN L5-2 SECOND FLOOR LIFE SAFETY f=>L,4N' 4-2 FLOOR PLAN A-3 REFLECTED CEILING FLAN A-4 MISCELLANEOUS DETAILS -F -1 FIRE F'ROTECTION, PLAN MG -I FLOOR PLAN MEDICAL GASES FLUME31NG PLAN E-I LIGHTING PLAN E-2 POWER AND SYSTEM5,FLAN REV15iCN5 OR NCTES G E NT�R._!! 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'1�1 �- M ,� , L � __, ;�--7 N -X - --- . 1, nT Fr , :L r + I I I IUT . I LEGEND . L -------- . I 101 . L LIFE SAFETY LIGHTING - 0 I EXIT LIGiT . . 0 - F49E ALARM SM6 KE DETECTOR L ' (E] FIRE ALARM MANUAL PULL STATION OD I . - FIRE ALARM CHIME W/LIGHT . L ff)Q - FIRE ALARM 10 L BELL W/LIGHT . I (B . I I I . SPRINKLER SYSTEM VALVE I STATUS SWITCH . . F@ I I SPRINKLER SYSTEM FLOW SWITCH . -30 � I I -MAGNETIC.DOOR HOLDER , ' I MGAP - . I I L MEDICAL GAS ALARM PANEL I . - 0 I FIRE EXSTW-O&-ER . - ' L I . LO I � .00 . . STAND PM - � I I --- I . . FIRE DEPARTMENT VALVE L . I I L, I , L L . . -- ---- - -- I � F IRE'HOSE CABMT W/ F1REE*STWJMHER . I . L . I . - LEGEND I I jv W WORK 'I EXISTING WORK —1 - : �f---s ... :._ v � .a } :i i };�•-.`^ _ RECEPTION 108, "I t• •" r`' r i /~ x i %� i TIN._..__.... I zfl /- f +�, •%` -'\ /'ArI s x> f' .H.{ �. t ' i r. IL lu 0 F TO P or- -."H 1:51 mm ma _, , ? _ -"'t •�« ; / \ E : I � '•i � i; 1i 3 t t t�.a.+-.....1 _ � . . � \. \ i<� �• ; � .. > ./ \ }i / C .. :t:�i Yi �' � li }t ^t x- `/"`\:i � '� � �3._..-...3 T i i e x i e { cc 2-0Ilt ' i 1 �\ i t ,•�` ` �• ��.� ^-.�Y _J /' �.. ��\ ......... FAMILY LOLWjE ` n: `c .--•_ ,� � j _:aa. ^.�, a_ / i PRIVATE . � _ _ •�--- _ 2.0137 _ 24U2 i I �.. —" i~' _ w ► LINE' OF HORIZONTAL EXIT SEPARATION 2fs�,IT LINE OF HORIZONTAL _..__._. . EXIT SEPARATION ` / ZOOEXISTINGNE °; / E _ SI / ZONE . mot• � j i i i i \. YLP. Yit. YLP PRIVATE DRIVUE PRIVATE PRIVATE `\ �y i TV 2-0127 2 OT?! "129 2.0130 co Aft - LE2-010S co s _ L089T '%p OF S A;Y ! 1LEGEND :i EIEV t ` • t: 3 t pa—r ® t 1�' _ NEW WORK ; �-- EXISTING WORKNEW F/A ZONE • �`-. N\j i E: SEE S'HEET AO. 1 Fu` R LIFE SAFET Y ,. P 0 A A-9PIONS. N EGRESS CALCULAI NEW F.E. asgo VIEW W.V ®LEVEL 2 f � y�T � SEJtY , lICSJ{•• � LOW NEW F.E.C. _ NECM. ?0T0! I ROOM � 20nz LTY.v ,/;1--- _ .� iC i .. f r-1 r •%f LEGEND LIFE SAFETY LIGHTING . EXIT LIGHT ® FIRE ALARM SMOKE DETECTOR ® FIRE ALARM MANUAL PULL STATION OD FIRE ALARM CHIME W/LIGHT 00 FIRE ALARM 10" BELL W/LIGHT ® SPRINKLER SYSTEM VALVE STATUS SWITCH SPRINKLER SYSTEM FLOW SWITCH fvsAGRETIC DOOR HOLDER MGAP MEDICAL GAS ALARM PANEL i FIRE EXSTNGUISi-!ER 0 STAND PPE 100 FIRE DEPARTMENT VALVE FIRE HOSE CAUET W/ FIRE EXSTWit I R RIVAT E R I ROOM FINISHSCHEDULE- MAINTENANCE AND LAUNDRY R�(?M Nfl� ROOM NAME FLOOR WALLS CEILING . HT HT. BASE SILL REMARKS I ZI Liz ►}, I , �� � i ( i } Q ) i �} _� } m� a Qil�� IO �� i I, N a W � L_ } � i Q— '}} Q } j W x ' i } W� �iW J } i Z ZCL ' } a a c� x� w> z' I I NORTH EAST JSOUTH WEST z a� Q- X N iz a i 0- 4€ I i i l x I ! S i I 2-0130 2-0129 HY, PcR5Ar21C: GNAMBER A ^ HYFER5ARIG GHAME3ER B ! I i i \/LUG -I VIUG_I EXIST. EXIST. EXIST. EXIS1. EXIT. EXIST. EXIST. EXIST. } } R (-- -- 5EE_AL.TERNATES SEE ALTERNATES-----T-- 2-0128 HYFER5ARIC CHAMBER C 1 _ _ -- VIUG-I EXIST. EXIST. _ EXIST. EXIST. I _ -SEE AL TERNATcS 2-0121 HYPERARIG CHAMBER !� � I I VWC-1 EXIST. EXIST. EXIST. { i ; } EXIST. I } SEE ALTERNATES 2-b12i LAKE MONROE SUITE ( j EXIST. EXIST. � /WG-2 EXIST. �XI�T. i { ; EXIST. 1 ' i.— -F i a EX15TING ACCOUSTICA CE IL ING i` ��.. .�.. 2x METAL STUD FRAMING W/ GYP. 5D. FINISH. EXTEND (o" ABOVE CEILING EXTERIOR WALL Rt SERVICE COLUMN - --�� 3/4" PLYWD. SHELF PLAS LAM FIN15H ;' COMPRESSED AIR OUTLET, ON ALL EXPOSED , . OXYGEN OUTLET, VACUUM SURFACES. / USE HOSPITAL STANDARD OUTLET � DESKTOP, LAMINATE GLAD Boa Ix CLEAT \ ` o ELECTRIC SERVICE 2x4 WD. BLOCKING o 110/115 VAC THROUGH HOSPITAL ` 00 00 EMERGANCY POWER. •} Q CHAMBER OXYGEN SUPPLY LINE / 3/4" IN51DE OF COLUMN, TERMINATE W/ SHUT-OFF VALVE e PRE55URE GAUGE (0-100 PSI) TERMINATE FITTING I!l" NPT FEMALE �. GI-1AME3ER VENT LINE 11/2" COPPER GROUNDING SYSTE 50L ID EARTH 6 TERMINATE AS: W! 3/8" - 16 U.N.( RESILIENT 3A5E \ 0 0 / 2 -0'I I COMM. NUMBER I zi v 2 PLOT DATE FEB 1!0, 1 9� ---- - - ---- - OXYGEN LINE BELOW GRADE TO HOSPITAL ------------------------------------------------------------------------------------ DAN PLAN VIEW OF TANK FARW SCALE: N. T. S. 0*0 em MEDICAL GAS NOTES A. INSTALLATION SHALL BE BY TRI-GAS, THE HOSPITAL GAS PURVEYOR. B. TRI-GAS SHALL ADJUST THE RESERVE TANK LIQUID LEVEL GUAGE ALARM SETPOINT TO ALARM WHEN THE RESERVE DROPS TO I DAY'S AVERAGE SUPPLY. THE ADJUSTMENT SHALL ACCOUNT FOR 19,100 CU. FT. PER DAY OF 50 -PSI GASEOUS OXYGEN FOR THE 4 NEW HYPERBARIC CHAMBERS => 166 GALLONS PER DAY ADDITIONAL USAGE OF LIQUID OXYGEN. PRIVATE 0011TIN 5 Fhb TELE. CHANGEOVER 0-200 PSI CUTOFF VALVE HOT TAP PRESSURE- T SWITCH x T 7 4ri 191, CF�:' 411 r - - - - - - - - - - - - - - - - - ri TO EXISTING OXYGEN 7 1 DISTRIBUTION SYSTEM 2 IIN HOSPITAL WITH �7 FINAL LINE DEDICATED EMERGENCY x FILTER OXYGEN SUPPLY. "llo) X' 17 x 4rl x POINT OF CONNECTION BETWEEN igol x EXISTING SYSTEM AND NEW. x J KX PRESSURE REGULATOR I ► uj I N I b-4 1 -->4- SHUTOFF VALVE I r ----------- I < I -ICJ AUTOMATIC SHUTOFF _mf3TNG M= -47 1 > cim CoNeou � 7J , TYPE PRESSURE TO VQEMARV 41- x 4 RELIEF DEVICE om Psim1wr ffs '07 x UT14 FISRI� 4,.% x y • LIQUID LIQUID CHECK VALVE LEVEL riEXISTING i i EXISTING LEVEL i T PRESSURE G UAGE 3ER A GUAGE MAIN TANK! 1 RESERVE H GUAGE LJ 120 PSI i i 100 PSI RESERVE LOW MAIN TANK PSI SET 120 ---- j L -- ----- j I kililc 11ARNM DOM PRESSURE SWITCH RESERVE TANK PSI SET 110 p 1> SET FOR 90 PSI ENCO REGULATOR SET 150 WYMMAM0 W1 SWCAMEN OLR GrEMG VEW LMS FINAL LINE REGULATOR SET 55 r. REGULATOR FROM MAIN 110 REGULATOR FROM RESERVE 90 0 t IL RESERVE IN USE SWITCH 100 < > RESERVE LOW SWITCH 90 uj FINAL LINE SAFETIES 75 CL < DUAL SAFETIES ON MAIN 350 uj > DUAL SAFETIES ON RESERVE 350 90 TOILET 2" FINAL LINE L 55 FILTER-\ 2 CHANGEOVER 55 PRESSURE A SWITCH 0-200 PSI CUTOFF VALVE L HOT TAP SCHEMATIC OF OXYGEN SYSTEM SECURITY FENCE SCALE: N. T. S. 2" OXYGEN TO HYPERBARIC- CHAMBERS. SEE SHEET LS-1 FOR CONTINUATION. CORR DROPPED CEILING-J CORRIDOR CORRIDOR SECTION VALVE IN BOX. SEE SHEET LS-1 FOR LOCATION. MOUNT 4 TO 5 FEET ABOVE FLOOR. R * i P Il 101-1 a mh�ll� 2"-OXYGEN - BELOW GRADE A I n ON 0 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: October 1, 2002 Business Address: 1401 West Seminole Blvd. Occ. Ch. #18-New Health care Business Name: Central Florida Regional Hospital Ph. (407) 321-4500 ext. 5720 Contractor: CR.J. Grim & Company Ph. (407) 228-4645 Fax. (615) 344-2710 Reviewed [ ] Reviewed with comment [ X ] Rejected [ Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner, Comment: Fire department views this as New Health Care occupancy (F.F.P.0 2000) Please read and respond back in writing to the yellow highlighted comments. Please respond back in writing to the fire department on the yellow highlighted requirements. 1.1 Application — Renovations of operating rooms #1 & #2 1.2 - If more than 49 new fire sprinkler heads will require engineered design criteria 1.3 - If less than 49 new fire sprinkler heads, fire sprinkler permits required • Aisles, corridors, and ramps required for exit access shall not be less than 8' ft in clear width 1 e VICINITY Oi ARCHITECTURE MAR, N.T.5. KEY PLANs PROJECT TEAMs DRAWING s PLANNINGs N,T.�, s s = INTERIOR DESIGN Z. a'< II III1 ARCHITECT MECHANICALELECTRICAL ENGINEER ARCHITECTURAL: Wz REVISED: DATED: REVISED: . o AN, DAVIDSON, DOOLEY, INC. I. C. THOMASSON ASSOCIATES, INC. W. BEMN®LE 151-vD. 5201 WEST KENNEDY BOULEVARD 8186 WOODLAND CENTER BLVD. AO. COVER SHEET /DRAWING INDEX/DETAILS 6/26/02 7/15/02 8/22/02 0 W c, SUITE 501 TAMPA, FLORIDA 33614 A1.0 LIFE SAFTY FLOOR PLAN 6/26/02 7/15/02 8/22/02 / TAMPA, FLORIDA 33609 EMAIL: tamps®icthomasSon.c®m D Cr=NTF,AL PHONE: (813) 288-9299 PHONE: (813) 882--4415 A1.1 `T FLO%I1�,4 PHASE 1 & 113 6/26/02 7/15/02 8/22/02 � } FAX: 813 288-8046 FAX: 813 882--3220 ( ) r REGIONAL � DEMOLITION/FLOOR PLAN � CONTACT: CHUCK KNIGHT AIA CONTACT: WILT CUNNINGHAM, PE NOSf�iTa4L a 0 CONTACT: , CONTACT: JAMES THOMS, PE REFLECTED CEILING PLANS z," 11 A1.2 PHASE 2 6/26/02 7/15/02 8/22/02 STRUCTURAL ENGINEER OPERATING ROOM EQUIPMENT W REAS DEMOLITION/FLOOR PLAN HERE CENTER FOR INNOVATIVE STRUCTURES HERAEUS MEDICAL , INC. REFLECTED CEILING PLANS 2907 BAY TO BAY BOULEVARD 6764 A PRESTON AVENUE a W. FULTON STREET MEDICAL PLAZA DR ~ ��5 SUITE 211 LIVERMORE, CALIFORNIA 94550°» z WORK IS I✓yman TAMPA, FLORIDA 33629 1 800- 227�- 8372 o: TO BE PHONE: (813) 835�-5311 PHONE: (407) 234�-6700 ', `t ` Davidson -TO 1-4 Z - -1 PERFORMED CONTACT: DOUG MEISER CONTACT: HEIDI CORRIVEAU STRUCTURAL: ®, Dooley, Inc W. 16T. STREET W. 15T.5TREET S 1.1 FRAMING PLAN 6/12/02 _ 5201 West Kennedy Blvd. } ; suite 501 L -I�'°' OWNER'S REPRESENTATIVE TELEMEDICAL EQUIPMENT 52.1 WALL SECTIONS DETAILS �: Tampa, FL33609 Z & NOTES 6/12/02 BLAND ENG STRYKER COMMUNICATIONS CORP. W{ p s13.288,92 9 (NJ W 1100 NORTH MAGNOLIA AVENUE Q pn:613.288.9296 CENTRAL FLORIDA REGIONAL HOSPITAL SUITE A MECHANICAL: ® r 1,; AA000000 _ IB4000989 ,Inn V/ qY V 0PHONE: 407-321-4500 EXT. 5628 EL CAJON, CALIFORNIA 92020 �,�,. N FAX: 407-302-7300 PHONE: 1-800-435-0220EXT. 3565 MIA SPECIFICATIONS,LEGENDS,NOTES, 6/12/02 8/26/02 � aY � ;' t,-1AS����JLL. SANFOI�, FLORIDA FAX: 619�-797-1140 SYMBOLS & DETAILS �> TAMPA CONTACT: SCOTT SMYTHE , ` z � f. (.L LJNS - M5.1 MECHANICAL PLANS 6/12/02 8/26/02 - ROOM ELECTRICAL: E1.1 LEGENDS, NOTES & SYMBOLS 6/12/02 8/26/02 i E3.1 OVERALL ELECTRICAL PLAN 6/12/02 8/26/02 E5.1 LIGHTING DEMOLITION/RENOVATION PLAN 6/12/02 8/26/02 - �� ?A J E6.1 POWER DEMOLITION/RENOVATION PLAN 6/12/02 8/26/02 m %� g ONE6 E11.1 PANELBOARD SCHEDULES 6/12/02 8/26/02 & RISER DIAGRAM rF 0 W,, 0 D Z TROJECT. 'A'A.* W° W; to APPLICABLE CODES AND REGULATIONS: J FLORIDA BUILDING CODE S/22/02 ul 2001 F ., FLORIDA FIRE PREVENTION CODE 2001, JL 2 >o z } NFPA 101, LIFE SAFETY CODE 2000 (AS CONTAINED WITHIN THE 2001 FIRE PREVENTION CODE) o rX Q FLORIDA ADMINISTRATIVE CODE CHAPTER 59A--3 (HOSPITALS) 0. AIA GUIDELINES FOR DESIGN & 0� I M R SANF'f-.1. FACILITIES TION OF HEALTH CARE 2001 EDITION 0 p o ,: RECE/ 9 M:.✓ SEP -002PROJECT AREA:GENERAL O NOTES,* ., INFECTION COTROL RISK GROSS BUILDING AREA TENANT AREASW, f /r ASSESSMENT EXISTING O.R. SUITE 1 400 S.F. SPRINKLERED m1. GENERAL CONTRACTOR SHALL TAKE ALL 11. THE WORK IN GENERAL INCLUDES THE RENOVATION OF 26.THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NECESSARY JICRA ) N s O=. NECESSARY PRECAUTIONS TO PROTECT AND STORE OPERATING ROOMS - SUITE 1 AND 2, , EXISTING O.R. SUITE 2 380 S.F. SPRINKLERED � # PROVIDING DEMOLITION REWORK OF EXISTING BUILDING SYSTEMS AND PATCHING . � EXISTING UTILITY LINES GAS LINES AND FITTINGS UPGRADE SURGICAL EQUIPMENT AND TELEMEDICAL OR REPAIRING OF EXISTING BUILDING FINISHES AFFECTED BY NEW RE VIEWLIJ 0 DUCTWORK, FIXTURES, ETC. WHICH REMAIN AS PART OF THE EQUIPMENT WHICH WILL AIDE THE MEDICAL STAFF IN THE CONSTRUCTION, SUB STERILE ROOM 118 S.F. SPRINKLERED FINAL BUILDING SYSTEMS. GENERAL CONTRACTOR SHALL NURSES' STATION, PATHOLOGY AND RADIOLOGY, AS WELL AS'; CLEAN, REPAIR, REPLACE, RELAMP, ETC, THESE ITEMS AS A REMOTE CLASSROOM. NEW INTERIOR FINISHES FOR ALL 27• WHEN NEW WORK ABUTTS OR FINISHES FLUSH WITH EXISTING WORK CONSTRUCTION PROJECT ACTIVITY TYPE: TYPE C �j REQUIRED FOR PROPER FUNCTIONING OF THE INTERIOR SURFACES INVOLVED WITHIN AREA OF MAKE A SMOOTH AND WORK -MAN -LIKE TRANSITION. MATCH EXISITNG Sanford ire : i° vention :Div. FINAL BUILDING SYSTEMS. ADJACENT WORK WITH PATCHED WORK IN TEXTURE AND APPEARANCE PATIENT RISK GROUP: HIGH / HIGHEST RISK Date: PARTIAL SURGICAL CORRIDOR 230 S.F. SPRINKLERED rf`' RENOVATIONS. UPGRADE HVAC, ELECTRICAL AND MEDICAL GASES TO ACCOMMODATE NEW EQUIPMENT. SO THAT PATCH OR TRANSITION IS INVISIBLE AT FIVE FEET, 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS Q'00 AND JOB CONDITIONS AND SHALL REPORT TO OWNER'S 12, EXISTING SIGNAGE: THE G.C. SHALL REMOVE AND STORE CLASS OF PRECAUTIONS: CLASS III/IV TOTAL AREA INVOLVED 1,128 S.F. FULLY SPRINKLERED z ^;- 3, ' 28. AT NO TIME SHALL THE FACILITY'S FUNCTIONS BE DISTURBED OR U. REPRESENTATIVE ANY DISCREPANCIES OR OMISSIONS ON SITE, ALL EXISTING SIGNAGE AFFECTED BY THE WORK. DISRUPTED DURING DEMOLITION OR CONSTRUCTION. SERVICES SHALL GENERAL CONTRACTOR TO ADOPT AND FOLLOW THIS LIST OF PROJECT DESCRIPTION: o THE GENERAL CONTRACTOR SHALL RE -INSTALL SUCH SIGNAGE CH WOULD INTERFERE WITH SATISFACTORY AT NO TIME BE DISRUPTED. SERVICES INCLUDE. BUT NOT LIMITED PROCEDURES BEFORE AND DURING CONSTRUCTION: COMPLETION OF THE WORK. GENERAL CONTRACTOR IS AFTER WORK IS COMPLETED IN AFFECTED AREAS. TO ELECTRICAL POWER, WATER, SEWER, HVAC, PARKING, PEDESTRIAN - � RESPONSIBLE FOR VERIFICATION OF ALL FIELD TRAFFIC AND ACCESS, ETC. 0 13. CONTRACTOR TO PROVIDE ACCESS TO ALL ROOF AREAS 1. REMOVE OR ISOLATE THE HVAC SYSTEM IN AREA WHERE WORK IS ; SCOPE OF WORK INTERIOR RNOVATIONS AND ALTERATIONS MEASUREMENTS, FIELD CONSTRUCTION AND INSTALLATION BEING DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM. TO EXISITNG OPERATING ROOM SUITES 1 & 2 z CRITERIA, COORDINATION OF ALL TRADES AND SUPPLIED DURING ENTIRE PROJECT DURATION, TO BE SUPPLIED � � z 29. IF ANY SERVICES TO FACILITY AFFECTING THE FACILITY'S OPERATIONS LIGHTING, HVAC, MEDICAL GASES. INSTALLATION FOR INSPECTIONS BY OWNER AND/OR ARCHITECT. REQUIRE INTERRUPTION FOR ANY REASON, PROPER NOTICE AND 2. COMPLETE ALL CRITICAL BARRIERS AND TEMPORARY BARRIERS TO ITEMS, AND THE MEANS AND METHODS OF CONSTRUCTION. I GENERAL CONTRACTOR IS RESPONSIBLE FOR ARRANGING , 14. GENERAL CONTRACTOR TO PROVIDE ON SITE SUPERVISION AUTHORIZATION MUST BE GIVEN TO OWNER'S REPRESENTATIVE. SEAL AREA FROM NON WORK AREAS OR IMPLEMENT CONTROL CUBE INCLUDING EQUIPMENT UPGRADESREWORK OF FOR HOISTING FACILITIES, PARKING, ETC. FOR THE W Y DURING ALL DAYS OF ACTIVE WORK. METHOD (CARTS WITH PLASTIC COVERS/ING, AND SEALED CONNECTION TELEMEDICAL EQUIPMENT TO AIDE SURGICAL, v � HANDLING OF MATERIALS. 30. WORK IN ADJACENT SPACES SHALL BE COORDINATED WITH THE TO WORK AREA WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) NURSING, PATHOLOGY &RADIO 3 r 15, CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY LOGY STAFF, g 3. GENERAL CONTRACTOR IS TO OVERSEE CLEANING AND DISCREPANCIES BETWEEN THE DETAILS CONTAINED FACILITY, THE CONTRACTOR SHALL ANTICIPATE THE NEED FOR AND BEFORE CONSTRUCTION BEGINS. ®l} } T MAKE APPROPRIATE ARRANGEMENTS FOR EVENING AND WEEKEND ENSURE THAT THE PREMISES ARE MAINTAINED FREE OF HEREIN AND WITH THE SPECIFICATIONS. WORK, BUILDING OCCUPANCY INSTITUTIONAL 3. PROJECT SITE TO MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK RUBBISH DURING CONSTRUCTION. FINAL CLEAN UP IS 1 '1 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 16, WHEN ANY PART OF EXISTING STRUCTURE IS OPEN TO EXTERIOR, SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. PRIMARY OCCUPANCY GROUP I UNRESTRAINED - HOSPITAL Wb! ry PROTECT INTERIOR FROM WIND, RAIN, STORMS, VANDALISM. 31. DAMAGES TO PROPERTY OF THE OWNER SHALL BE REPAIRED OR PAID ' r { REPAIR, PATCH, TOUCH UP OR REPLACE MARRED Wq FOR BY THE PARTY RESPONSIBLE FOR THE DAMAGE. THIS SHALL 4, G.C. TO CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO , N RU ION TYPE TYPE II PROT C 5 SURFACES AND MAINTAIN CLEANING UNTIL WORK IS 17, ANY DEVIATION FROM PLANS AND SPECIFICATIONS MUST BE INCLUDE, BUT NOT LIMIITED T0, DAMAGE TO THE FACILTY GROUNDS, PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING HEPA E D, FULLY SPRINKLERED ®:; COMPLETED. G.C. TO REFERENCE INFECTION CONTROL PLANTINGS, WALLS, FLOORS, CEILINGS, PAVEMENTS, APPLIANCES, I SUBMITTED TO OWNER OR ARCHITECT FOR APPROVAL. VACUUM CLEANER BEFORE LEAVING WORKSITE OR THEY CAN WEAR RISK ASSESSMENT ICRA PROTOCAL ISSUED BY HOSPITAL. VEHICLES, UTILITIES, FURNISHINGS, AND OTHER PROPERTIES. CLOTHING OR PAPER COVERALLS THAT ARE REMOVED EACH TIME FIRE PROTECTION2-HOUR0 " F 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE 18 RATED SPRAY FIREPROOFING z IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH AND INSTALL THEY LEAVE THE WORK SITE. FOR STEEL MEMBERS N WITH ALL CODES, ORDINANCES AND REGULATIONS ALL WORK FIXTURES AND EQUIPMENT NECESSARY TO COMPLETE THE 32.THE CONTRACTOR SHALL REPLACE OR REPAIR ANY �,j APPLICABLE AT PROJECT LOCATION. GENERAL CONTRACTOR PROJECT AS PER PLANS, UNLESS NOTED TO BE INSTALLED BY EXISTING -TO -REMAIN FINISHES OR FIXTURES WHICH ARE DAMAGED � 5. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE IS RESPONSIBLE FOR FILING AND SECURING ALL NECESSARY OTHERS. THE CONTRACTOR IS TO DELIVER PROJECT CLEAN AND DURING DEMOLITION (I.E. CEILING TILES, CEILING GRID, COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER PERMITS, APPROVALS, ETC. FOR ALL TRADES. READY FOR USE AS APPROVED BY OWNER. WALLCOVERING, FLOOR COVERINGS, ETC.) EXITS THE WORK AREA, ;<' U5. GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR 19. COORDINATION BETWEEN ALL TRADES IS THE RESPONSIBILITY OF THE 33. STENCIL WALL RATING ON FACE OF WALL ABOVE THE FINISHED !6. SEAL ALL HOLES, PENETRATIONS, PIPES, CONDUITS AND PUNCTURES ALLOWABLE AREA UNLIMITED (EXISTING) W KEEPING ABREAST OF CONSTRUCTION PROGRESS AND WHERE GENERAL CONTRACTOR. CEILING. LETTERS TO BE MINIMUM OF 2" HIGH AND LABELED AT APPROPRIATELY. I- r DELAYS HAVE OCCURRED DUE TO GENERAL CONTRACTOR'S U F T 25'-0" O.C. LABEL WITH FIRE, SMOKE AND NUMBER OF RATED MEZZANINE 1V0 FAULT, MAKE UP THE LOST TIME AT HIS OWN EXPENSE AS 20. INDEMNIFICATION TO THE FULLEST EXTENT PERMITTED BY LAW, THE HOURS, WALLS NOT RATED THAT EXTEND TO UNDERSIDE OF DECK 7, G.C. IS NOT TO REMOVE TEMPORARY BARRIERS FROM WORK AREA NECESSARY TO MAINTAIN THE CONTRACT SCHEDULE. 4 CENTRAL �L. CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AND NOT RATED ARE TO BE LABELED "NO WALL RATING REQUIRED". UNTIL COMPLETED PROJECT IS INSPECTED BY THE OWNER'S SAFETY , ARCHITECT, AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST "� DEPARTMENT AND INFECTION CONTROL RISK ASSESSMENT BUILDING HEIGHT N/A - INTERIOR RENOVATION °�IC)NAL 6. WHEN APPROVED EQUAL", EQUAL TO OR OTHER QUALIFYING , °' �' ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT 34. CONTRACTOR SHALL VERIFY REUSE OF ANY EQUIPMENT AND OR DEPARTMENT, AND, AREA HAS BEEN THOROUGHLY CLEANED BY THE Q�_ 3 REGIONAL HOSPITAL TERMS ARE USED, IT SHALL BE BASED UPON THE REVIEW AND LIMITED TO ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM FIXTURES (LIGHTING, DOORS, HARDWARE, ETC.) WITH THE OWNER. IF OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT. fC APPROVAL OF OWNER'S REPRESENTATIVE. THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, ANY ITEMS ARE TO BE REUSED THOSE ITEMS ARE TO BE SANFORD _ DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, THOROUGHLY CLEANED AND REPAIRED BEFORE REINSTALLATION. ALL GENERAL CONTRACTOR TO ADOPT AND FOLLOW THIS LIST OF � FLORIDA 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, SICKNESS, DISEASE OR DEATH OF, TO INJURY, OR TO DESTRUCTION ITEMS REUSED ARE TO MATCH EXISTING FIXTURES OF SIMILAR TYPE, PROCEDURES AFTER CONSTRUCTION IN COMPLETED. SCAFFOLDING, TEMPORARY BRACING, BARRICADES, WALKWAY OF TANGILBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING n COVERS REQUIRED FOR COMPLETION OF THE WORK, PROVIDE THE LOSS OF USE RESULTING THEREFROM. 35. CONTRACTOR SHALL PROVIDE CUT SHEETS AND OWNER'S MANUAL FOR 1 • OBTAIN APPROVAL TO REMOVE TEMPORARY BARRIERS FROM OWNER'S Z ; . ALL EQUIPMENT INSTALLED BY CONTRACTORINFORMATION SHALL BE SAFETY DEPARTMENT, INFECTION CONTROL RISK ASSESSMENT t PROTECTION TO THE PUBLIC AS REQUIRED TO ACCESS ANY AND ALL CONSTRUCTION AREA ENTRANCES. W , 21 • IN AREAS IN WHICH WORK IS DONE, SEAL ALL EXISITNG AND NEW NEATLY AND ORDERLY BOUND IN A 3-RING BINDER, AND SUBMITTED DEPARTMENT AND ENVIRONMENTAL SERVICES DEPARTMENT. 1 CONTACT:. BLAND ENS _ _ 0 � f < WALL PENETRATIONS TO MAINTAIN THE INTEGRITY OF THE EXISTING TO OWNER IN DUPLICATION UPON COMPLETION OF THE PROJECT. O 8. DRAWINGS ARE NOT TO BE SCALED, ANY DIMENSIONAL STRUCTURE OR WALL. 2. REMOVE ALL BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING s " INFORMATION REQUIRED BUT NOT GIVEN SHALL BE COORDINATED 36• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE OF DIRT, DUST AND DEBRIS ASSOCIATED WITH CONSTRUCTION. 1401 W. SEMINOLE lr` Ru"" J Eu" T PHASING N 0% ' 1] Sa h BOULEVARD WITH THE ARCHITECT. 22. IN AREAS IN WHICH WORK IS DONE, PATCH AND REPAIR EXISTING PROPER OPERATION OF HVAC EQUIPMENT WITH OWNER'S 0 SEMINOLE, FL 32771 FIREPROOFING TO MAINTAIN FIRE RESISTANCE RATING. REPRESENTATIVE, 3. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. 9. CHANGE ORDERS TO BE CAPPED AT 10% ABOVE COST TO g` �t THE GENERAL CONTRACTOR. 23, THIS IS A LIMITED ACCESS SITE. ALL DELIVERIES OF CONSTRUCTION 37. CONTRACTOR TO PROVIDE ALLOWANCE FOR COMPLETE DUCTWORK 4. WIPE DOWN ALL HORIZONTAL AND WORK SURFACES WITH WET CLOTHES PHASE 1: COMPOSED OF OPERATING SUITE # 2 - TEMPORAY BARRIER WILL BE BUILT SO AS TO NOT INTERFER WITH Q MATERIALS, FIXTURES, EQUIPMENT, ETC. MUST BE COORDINATED WITH CLEANING AT PROJECT COMPLETION. USING DISINFECTANT, WET MOP FLOOR AREAS, SE OF THESE CLOSE g 7 THE DAILY PROCEDDURES SCHEDULED FOR OPERATING SUITE 1. DEMOLITION WILL INCLUDE ALL CEILING 10. THESE SPECIFICATIONS AND DRAWINGS INDICATE THE THE SITE/FACILITY OWNER'S REPRESENTATIVE. VIA SEALED TRANSPORT CONTAINERS. MATERIALS AND FIXTURES, ALL EXISTING FLOORING AND DOCUMENTATION STATION WILL BE REMOVED. z GENERAL SCOPE OF THE PROJECT IN TERMS OF THE 38• CONTRACTOR TO PROVIDE FOR MECHANICAL ENGINEER'S REVIEW AND NEW CONSTRUCTION WILL INVOLVE STEEL SUPPORTS FOR NEW EQUIPMENT BOOMS LIGHT BOOMS, 24• CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROVIDING ALL 5. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE APPROVAL AT LEAST ONE WEEK PRIOR TO STATE INSPECTION. MED GASES WILL BE REWORKED. NEW POWER, CABLEING, NEW LIGHTING, AUDIO SYSTEM, AND FINISHES WILL BUILDING AND THE MAJOR ARCHITECTURAL ELEMENTS. THE NECESSARY FIRE RETARDANT TREATED WOOD BLOCKING WITHIN ANY CO TYPE WRITTEN TEST AND GALA POR C BEING PERFORMED. INSTALLED. :F WALLS FOR ANY WALL MOUNTED MILLWORK, GRAB BARS, EQUIPMENT, 0 COVER SHEET DRAWINGS AND SPECIFICATIONS DO NOT NECESSARILY STEM. COMPOSED DRAWIN INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL ETC. COORDINATE LOCATION AND BLOCKING REQURRMENTS WITH PHASE 1B: OF REWORKING THE WALL BETEEN OI'ATING SUITES 1 & ## 2, AND REMOVAL OF CEILING, G LEI PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OWNER WHERE NECESSARY. 30. G.C. TO MAINTAIN FIRE PROTECTION SPRINKLER SYSTEM IN FLOORING AND MILLWORK IN SUBSTERILE ROOM, ALONG WITH ASSCIATED ADJUSTMENTS TO THE HVAC AND IN®EX OF THE CONTRACT DOCUMENTS, ON THE BASIS OF THE ACCORDANCE WITH NFPA 101, ITEM 9,7.6, IF THIS IS FOUND TO BE LIGHTING FIXTURES. NEW CEILING, NEW FLOORING AND NEW MILLWORK WILL BE INSTALLED, ALONG J GENERAL SCOPE INDICATED OR DESCRIBED, THE 25• THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY IMPOSSIBLE, THEN G.C. TO PROVIDE ALTERNATIVE METHODS FOR LIFE WITH ASSOCIATED HVAC AND LIGHTING FIXTURES, ONCE WALL AND SUBSEQUENT CABLEING AND ELECTRICAL , 2252JA01 g CONTRACTOR SHALL FURNISH AND COORDINATE ALL ITEMS CONSTRUCTION AND ALL STAGING, SCHEDULING, MATERIAL DELIVERIES SAFETY, SUCH AS BUT NOT LIMITED TO SMOKE DETECTION TIED INTO ��' BETEEN BOTH OPERATING R00MS IS COMPLETE NEW DOCUMENTATION STATION PROVIDED BY VENDOR WILL 0 x AND OTHER ITEMS THAT AFFECT THE SEQUENCE OF CONSTRUCTION REQUIRED FOR THE PROPER EXECUTION AND COMPLETION THE FIRE ALARM SYSTEM OF THE AREA OF CONSTRUCTION. BE INSTALLED. THIS PHASE WILL CAUSE BOTH SUITES TO BE SHUT DOWN FOR A PERIOD OF TIME. OF THE WORK, QUESTIONS PERTAINING TO THE DRAWINGS OR SCHEDULING THE CONSTRUCTION PROJECT. SPECIALTY 22529 OR THEIR INTENT SHOULD BE DIRECTED TO THE ARCHITECT. EQUIPMENT DELIVERIES TO BE COORDINATED WITH EQUIPMENT 40. G.C. TO COORDINATE WITH FACILITY SCHEDULE OF CEILING PHASE 2: COMPOSED OF OPERATING SUITE ## 1 - WORK WILL BE SIMILAR TO WHAT HAS BEEN DESCRIBED IN PHASE ONE VENDORS, AND FACILITY, DEMOLITION SO AS TO MINIMIZE NOISE TRANSMISSION DISCOMFORT TO 0 ABOVE, WITH THE EXCEPTION THAT THE TEMPORARY BARRIER TO O.R. SUITE #' 2 WILL BE REMOVED,' RG/COK PATIENT AREAS ON THE SECOND LEVEL, IF AT ALL POSSIBLE, NEW TEMPORARY PARTITION WILL BE INSTALLED IN FRONT OF O.R. SUITE # 1, SO AS NOT TO INTERFER WITH F FACILITY TO COORDINATE HAVING THESE PATIENTS AREAS THE DAILY PROCEEDURES SCHEDULED FOR THE NEWLY COMPLETED O.R. SUITE #2. RC FO UNOCCUPIED AT THE TIME OF CONSTRUCTION. � J EMENNOW 0 . [ 1 ; 8/20/02 Im 01 N MR goo I AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ,ARE GROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS, 2 COMPARTMENTS .ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 SF , AS PER SECTION 409.1.2.1 IN THE 1994 5.5.0 WITH 1996 REVISIONS AND. SECTIONS IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL D15TANCE TO A SMOKE 5ARRIER DOOR 15 LESS THAN 200 FT., AS PER SECTION 409.1.2.1 IN THE 199i 5.5.C. 4 THE HOSPITAL OCCUPANCY LOAD IS BASED ON 120 eF / PER50N IN INSTITUTIONAL SLEEPING AREAS, AND 240 SF / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEAS PER SECTION 12-11 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 1991 S.S.C. S W05FITAL EXIT UNITS REQUIRED 15 BASED ON 0.2 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 0.3 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-2.3.2 IN THE 1994 NFPA 101 LIFE SAFETY CODE. BOTH 5ASED ON A FULLY SPRINKLERED FACILITY. (o ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.1.3 IN THE 199i S.D.C. -1 THE BUILDING IS 5B.C. CONSTRUCTION TYPE 11, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) S OCCUPANCY IS 55C GROPUP 1 - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED A50VE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REV15ION TO CALCULATION IN 1999) LEGEND �(I r MARK LOCATION OF AN EXISTING EXIT DIRECTION OF TRAVEL PATH COMMON F'AT;-I MARKER COMMON PATH OF TRAVEL ROUTE SMOKE COMi=ARTMENT BARRIER/RATED LJAL L FF FIRE EXTINGUI5HER FEC FIRE EXTING.UI5HE R CABINET FHC FIRE HOSE CABINET FHC/FE FIRE H05E C45INET / FIRE EXTING;UI5HER AIIII p I EXIT / DIRECTIONAL EXIT 81C-sN5 FIRE AL ARM / STROBc ,AND /OF- PULL SMOKE DETECTOR EH ELEGTROMAGzNETIC HOLD OFTEN Sc— # 5MOKE CO11FARTMENT DE51GNATION PLAN NOS' PATW I PATH I ,AND PATH 2 ARE COMMON PATHS OF TRAVEL THAT L)ILLBE ACGE5515LE DURING; CONSTRUCTION AND ONCE CONSTRUCTION IS COMPLETED. PATH 2 TRAVEL DISTANCE TO NE.AREeT EXITS : APF"ROX. 2EO LF PATH 3 PATH 3 15 A COMMON PATH OF TRAVEL THAT WILL BE ACCESSIBLE UFON COMPLETION OF CONSTRUCTION TRAVEL DISTANCE TO NEAREST EXITS : APPROX. 250 LP F'A IT -Calculations Smoke C Comp, Ckcupanccy Square Per Load zone y p e ) jrry jj--fa. C�^ Y j" ii Areas 1 6 y,'ise / sw 240 f 68 .5 't re tnwnt / Ancillary Areas 240 3 SC-5 Treatment / Ancillaryt Areas 7,391 1 240 31 SC-7 T'r atnw,.at / ncillwy � r,'cas 147 72 -1�� 2 w'.'8' SAXeC.4-imeA9.k / Anir'k.11ad. L'b"&.7 ! 8,456 40 SC-9 Treatment Ancillary Areas 3074 24( SC- 12 Treatment / Ancillary Ar .'a ,0 7 21) 240SG � I a Area o-S rMS4ep, C- 14 TreatmentJnW'llary P44a,�, e 81180 240 p4 Square Foot Totals 04� 71 1 N, I .,t). 0 Pia* SB ch-apter 1. Md%P Fxit1, L v 5. Exit width pr �vldth Capacity 0.2 144lltt, 720 33 in, 165 0-2 133 1r-1, 66 0-2 8 8. in. 440 0,f 0 A.lt�. 0 �+y 0.2 88 in., 440 • i {S:'t I M1 , 0 low IIIIIIINI I i I I i I I "MIM I Mimi= low 101111111 djP ffiZ!W all 440 SEVERAL ARE OF SHEET CH4 IN THEIR ENTIF W Q I N Z Q J ^z W w W J L 0 a I� I- 0 z 0 VA F ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 5201 West Kennedy Blvd. Suite 501 Tampa, FL 33609 ph: 813.288.9299 fx: 813.288,8046 AA0003000 IB4000989 i s Ll'i T4 NASFIVILIE TAMPA FT. ("OLLJNS CENTRAL FL. REGIONAL HOSPITAL SANFORD FLORIDA 1401 W. SEMINOLE BOULEVARD SEMINOLE, FL 32771 1. rx 4' J i V LIFE SAFETY PLAN w W Z j LIFESAFE C) 0 22529 0 u I F 1t; RC/COK f 0 0 zf - :D i r G�gti` 8/2 r ) 10 ARCHITECTUrI� PLANNING INTERIOR DESIGN 01 PHASE S ID Et"%*1OL EXISTING Z SUSPENDED ! GRID AND { INSTALL NEW CEILING TILE \ j I 5/5" TH GYP.IBRD. SYSTEM v ONE LAYER, ON - I LAYER VI aUINE, CONTINUOUS CAULK MTL. STUD FRAMEWK. USE HEAVIEST BETWEEN CEILING STUDS AT I&" O.C. ADJUST FRMWK. TO GAUGE (•4 MILS THICKNESS) CHANNEL d EXISTING FIT AROUND STEEL SECURE TO STUDS UNDERSIDE OF STRUCTURE ONE LAYER 5/0" ONE LAYER 5/S" GYP. BD., TAPE, TEMPORARY CEILING GYP. 5D. MUD, DO NOT SANDL. T , CONTINUOUS, TO SUPPORT CUT TILES. 2 1/2"" METAL 2 1/2"" METAL G.C. TO REPLACE CUT STUDS a 1'-4" O.C.— STUDS '60 1'-4" O.C. TILE$ WITH NEW TO MATCH EXISTING, WHEN COMPLETE 2 1/2" MTL. TRACKS 2 1/2" MTL. TRACKS SECURE TO EXISTIN SECURE TO EXISTING FLOOR FLOOR WORK AREA SIDE CORRIDOR SIDE 41 41 CONTINUOUS CAULK BETWEEN GYP. BRD. CEILING CEILING AND METAL CEILING TRACK CONT. CORNER BEAD UNDERSIDE OF DROPPED a I'-6" AF,F, AT DOCUMENTATION STATION$ ONLY, ALLOW 31" DEEP CONT. COVED 5A$E, SEE DETAIL BAfRfRIER PARTITION TYFIC L INT IQR FASTITION 0 41 f---,HASE 1 PARTIAL FLOOR PLAN 0 R 5UITF.5 S 41 REFLECTEE) PLAN 1/8" - 11-011 (REFER TO ELECTRICAL ENGINEERING SLEETS FOR CIRCUITING) CAULK -TO MATCH VWC (SUBMIT TO DESIGNER FOR APPROVAL.) EXISTING GYP_ 51). TRIM CAP e SHEET VINYL 4• t 4• 4 e.4 �.'. COVE FILLER EXISTING CONCRETE FLR. TYPICAL COVED 545E DETAIL C'/a-I AT DOOR (T 1 e h X TYPICAL .T0 5UMPER GUARD DETAIL_ PHASE 1 ]DETAIL -FLOOR PATTE=r-,l 3/1(01111 = 1i_0n DOOR NOS' DOOR TYPE A G.C. 70 REP —ACE EXI5ITNG DOORS 70 SURGICAL SUITE5 WITH SAME TYPE, SIZE, HEIGHT, WIDTH AND THICKNESS. PROVIDE SAME/SIMILAR PLA5TIG LAMINATE 51MULATED WOOD FIN15H TO MATCH EXI5ITNG. PROVIDE VIEW WINDOW AS DRAWN WITH WIRE GLASS HEIGHT OF WINDOW TO BE MANU=. STD. PROVIDE NFW HARDWARE TO MATCH FXI5TING INSTALL KOROGARD BUMPERS AT CORRIDOR SIDE 4--0" iv13 A � x w t3-4 a.43 1 at Wnl -a o DOOR TYPE A CG-2 WALL BUMPER GUARD SYSTEM: KOROGARD - C�00 SERIES GNASH RAILS FLUSH WITH WALL MOUNT, COLOR: K-34 STORM BLUE HEIGHTS INDICATED ARE APPROX., COORDINATE ACTUAL LOCATIONS WITH FACILITY AND SURGICAL STAFF CG -3 WALL BUMPER GUARD SYSTEM: KORCGARD - GBOO SERIES CRASH RAILS FLUSH WITH WALL MOUNT, COLOR: K-34 STORM BLUE HEIGHTS INDICATED ARE. 4PPROX., COORDINATE ACTUAL LOCATIONS WITH FACILITY AND SURGICAL STAFF GENrFfRAL N®T 5 ® PEMOLMON REMOVE ALL EXISTING CEILING FIXTURES AND COMPONENTS CLEAN AND REPAIR AND MAKE READY FOR REUSE IF REQUIRED IS EXI5ITNG FIXTURES REMOVED ARE IN POOR CONDITION REPLACE WITH NEW FIXTURES, REMOVE ALL EXISTING DRYWALL TO PERIMETER EDGE OF ROOMS FLOOR PLAN LEGEND ®®� an EXISTING ONE HOUR RATED DFFMISING PARTITION TO REMAIN EXISTING PARTITION TO CEILING GRID — — — — — —"' EXISTING CONSTRUCTION TO BE REMOVED -- NEW BUILDING STANDARD PARTITION: 2 1/2" METAL STUDS AT 24'' O.C. W/ 1/2" GYP, BD EACH SIDE 70 EXISTING CEILING GRID NEW I -HOUR RATED PARTITION: 2 1/2" METAL STUDS AT 24'' O,C, W/ 5/5" TYPE 'X' (.-;;YP. BD. EA. SIDE EXTEND TO UNDFRSID E OF 5TRUC7URE. UL "4, 5 EXISTING DUPLEX OUTLET TO REMAIN NELU DUPLEX OUTLET ID 15" AFF. U.N.O. (USE EXISTING CIRCUITS) EXISTING DUPLEX OUTLET TO REMAIN NEW DUPLEX OUTLET ,) 15" A.F.F. UN.O• (U5E EXISTING CIRCUITS) Q EXISTING TELEPHONE OUTLET ® NEW TELEPHONE OUTLET (J-50X, CONDUIT AND PULL STRING ONLY) e EXISTING TELEPHONE/DATA OUTLET NEW TELEPHONE/DATA OUTLET (J-BOX, CONDUIT AND PULL5TRING ONLY) EXISTING DOOR TO REMAIN ER EXISTING DOOR RELOCATED TO LOCATION INDICATED `r � FE 0 10 L5 4AGOIBC FIRr— EXTINGUISHER, VERIFY IF EXISTING GENERAL NOTES - FLOOR LAN EXISTING WINDOW TO REMAIN COVEr"`'�. AND PROTECT FROM CONSTRUCTION EXISTING X-RAY VIEW PDX TO REMAIN, COVER AND PROTECT FROM GONSTRUGTION a5TRTKER PORVIDED AND INSTALLED DOCUMENTATION STATION RELOCATE FXI5TING DOOR AND DOOR FRAME TO ACCOMMODATE DOCUMETATION 5TATION5, RELOCATE AND RECONNECT LIGHT SWITCH AS WELL, REMOVE EXISTING MILLWORK AND SINK AND STORAGE ABOVE. G.C. TO REPLACE WITH NEW MILLWORK, ST.5T. SINK AND FAUCET AND STORAGE ABOVE INSTALL TEMPORARY PARTITION SO AS NOT TO INTERFER WITH 4CCE55 TO EXISTING ELECTRICAL PANELS. INI H NOTES F-I R^MOVE EXISTING FLOORING AND BASE MATERIEALS THROUGHOUT. PREP EXISTING FLOOR TO RECEIVE NEW FLOORING AND COVED 5A5E MANNINGTON FLOORING, B105PEG, COMPOSED OF THREE COLORS. DOLOR 11 MANNINGTON, 5105PEC, COLOR " 15129 WEDGEWOOD 5'-0" DIAMETER CIRCLE, CENTERED IN ROOM COLOR 92 MANNING^TON, 5I05PEC, COLOR " 1E'14� 5TFEL BLUE PORTION OF PATTTERN TO FORM SQUARE COL OR "3 MANNIN(-iTON, BIOSPEG, COLOR " 15112 STERLING BLUE REMAINDER OF ROOM PERIMETE1R AND EASE S I COVE 545E TO O" HIGH ALONG WALLS MANNINGTON FLOORING, 5105PEC, COLOR "15112 STERLING BLUE P-I ALL WAL.L5 AND COLUMNS TO BE PAINTED: DEVOE REYNOLD5 " 5C1-3 MADRAS BLUE P-2 ALL DOOR FR4ME5 TO BE PAINTED : DEVOE R E YNOLr-)5 " 3C12-5 AUSTERE BLUE MW-I STRYKER DOCUMENT STATION FINISHE5 TO BE: PLASTIC LAMINATE: NEVAMAFR 3 MR-3-3T FRFNCk4 BLUE SOLID SURFACE COUNTERTOP/TRIM: FORMICA 5URELL- COLOR: COBALT CG-I WALL BUMPER GUARD 5Y5TEM: KOROGARD - 5200 SERIES RETAINER TO BE ALUMINUM FINISH, BUMPER COLOR: K-3 4 STORM BLUE INSTALL AT HEIGHTS INDICATED ON PLAN5 P-3 ALL WALLS ALONG SURGICAL CORRIDOR TO BE PAINTED: DEVOE REYNOLDS " 5C1-2 MISTED MORN AREA TO BE PAINTED WILL NEED TO BE CONFIRMED WITH FACILITY REFLECTED C IL, ING FLAN NEW 2' X 4' BLDG. STD, FLUORESCENT LAY -IN LIGHT FIXTURF — — NEW 2' X 2' BLDG. STD. FLUORESCENT LAY -IN LID; --IT FIXTURE F'XISTING 2' X 4' SLI CG- STD. FLUORESCENT LAY -IN LIGHT FIXTURE EXISTING 2' X 2' BLDG., STD. FLUORESCENT L AY -IN LIGHT FIXTURE RELOCATED 2' X 4' BLDG. 5TD. FLUORESCENT LAY -IN LIGHT FIXTURE REL OCATTD 2' X 2' r3LDG. STD. FL1XFFSGENT LAY -IN LIGHT FIXTURE I I I T EXI5TINCs 2' X 4' DLDCs, 5TD. FLUORE6CENT FIXTURE TO BE REMOVED/RELOGATED — EXISTING 2' X 2' BL DG• 5TD. FLUOREE6CENT FIXTURE TO BE RGPIOVcD/RELOCATED —I EMERGENCY 2' X 4' BLDG, 5TD. FL UORE5CENT LAY -IN LIGHT FIXTURE ON Et IERGENCY BALLSAT, G.C. TO VERIFY LOCATION OF EXISTING, COORD. W/ ARCHITECT RECE55ED INCANDESCENT DOWN LIGHT '7 TRACK LIGHTING 5YSTEM D SINGLE POLE SWITCH SINGLE POLE SWITCH ON DIMMER 3 THREE-WAY SWITCH ® NEW H.V.A,C. RETURN AIR GRILLE F1 EXISTING H,V.QC. RETURN AIR GRILLE J REMOVED/RELOCATED kv.AC, RETURN GRILLo ® NEW H.V.AC. SUPPLY REGISTER TO MATCH EXISTING EXISTING HV.A.C. SUPPLY REGISTER REMOVED/RELOCATED H.V.4C. SUPPLY REGI5TER EXIT 51GN. PROVIDE DIRECTIONAL ARROWS ONLY WHERE THE SIGN IS NOT POSITIONED DIRECTLY ABOVE AN EXIT O EXISTING SPRINKLER HEAD EXIS7ING SPRINKLER HEAD TO BE REMOVED jgl�`O EXISTING SPRINKLER'. HEAD TO BE RELOCATED O NEW SPRINKL ER HEAD Z � sr Lyman r . Davidson Q ' Dooley, Inc. Q a 5201 West Kennedy Blvd. Suite 501 J Tampa, FL 33609 0 W ; ph: 813.288,9299 fx: 813.288.8046 Q AA0003000 x ` IB4000989 Q4 , Ir �.�>I u TAM PA Z. w 0' Wi Z ;! 0 W 0 D W M 0 0 Z N a CENTRAL FL. ® 4 , REGIONAL HOSPITAL s 0 SANFORD ql FLORIDA 0 z LK Gx CONTACT. o BLAND ENO 0 , •; 1401 W. SEMINOLE BOULEVARD (Zj SEMINOLE, FL 32771 17" DIAMETER'. ROUGH OPENING IN DRYWALL � F- FOR HF4EU5 FQUIPMENT AND L IGWTING BOOM 0 PHASE 1 z R } DEMOLITION/ � 24" SCUARE ACCESS PANELS IN DRYWALL CEILING h' CEILING PLANS PAINT 70 MATCH C^ICING ` ' 2529A11 2Gf," 5OUARF ROUGH OPENING FOR HERAEU5 EQUIPMENT 600M T F-31MAINTAIN 2 1/2'' CLEAR ON ALL SIDES TO AL LOW FOR EQUIPMENT COVER 22529 W z L�—�Z�N,RFPLASF CEILING WORK IN THIS AREA � �� RG/COK FIXTURFS O� Y IF NEC=SSARY,PAINT CF NG G.C. TO RELOCATE OR PROVIDE TEMPOR, DIRECTIONAL EXIT LIGHT a . AND 5PRINKLER HEADS WITHIN SU`'GICAL CORRIDOR TO MAINTAIN j �� PROTECTION AND SPRINKLER HEADS WITHIN TEMPORARY t PARTITION AREAS. C5 1 0 � {'.iG ✓ {� G�GG' 8/20/02 e ARCHITECTURE PLANNING INTERIOR DESIGN PHASE 2 DEMOLITIC-)"N FLOOR FLAN - O R SUITES SURGICAL C®RRIDOR AREA E ?_ 0� Elm ! Y V ! ! I EXISTING SUSPENDED yl { GRID AND CEILING TILE i } SYSTEM Jl I LAYER; VISC;ZUINE, USE HEAVf CONTINUOUS CAULK MI GAUGE C 4 MLS TNICKNESSJ BETWEEN CEILING TO STUDS CHANNEL 4 EXISTINGSECURE UNDERSIDE OF STRUCTURE CNE LAYER S/Sll GYP, SD•, TAPE, TEMPORARY CEILING MUD, Oct NOT SAND CHANNEL , CONTINUOUS, TO SUPPORT CUT TILES. 2 1/211" METAL. G.C. TO REPLACE CUT STUNS a 1'-4" O.C, TILES WITW NEW TO MATCH EXISTING, WHEN COMPLETE 2 1/2" MTL. TRACKS SECURE TO EXISTING FLUOR WOG AREA SIDE \11 III CORRIDOR SIDE INSTALL NEW /S" TW GYp SRD. ONE LAYER, ON - MTL , STUD FRAMEIW STUDS AT 16" O.C. ADJUST FRMIJUK. TO FIT AROUND STEEL ONE LAYER 5/611- GYP. SD. 2 1/211" METAL STUDS 1'--4 O.C, 2 1/2" MTL.. TRACK, SECURE TO EXISTI FLOOR -CONTINUOUS CAULK BETWEEN GYP. 15RD, CEILING CEILING AND METAL CEILING TRACK CONT, CORNER BEAD UNDERSIDE OF DROPPED 1'-6" A.F.F. AT DOCUMENTATION STATIONS ONLY, ALLOW 31" DEEP CONT. COVED EASE, SEC DETAIL 0 PHASE 2 PARTIAL FLOOR PLAN - O IR SUITES 1w, CAULK -TO MATCH \AX . (SUBMIT TO DESIGNER POP, APPROVAL d EXISTING GYP. BD. TRIM CAP Y'° •.: `:. SWEET VINYL. 4 4 COVE FILLER EXISTING CONCRETE FLR. 0 SURGICAL CORRIDOR AREA E 2 .0 , ;. t. r R�b - MMEN u @I.�J 3/1/ II II 1-011 GENERAL NOS - L I T I ON REMOVE ALL EXISTING CEILING FIXTURES AND COMPONENTS M CLEAN AND REPAIR AND AKE READY FOR REUSE IF REQUIRED IS EXI5ITNG FIXTURES REMOVED ARE IN POOR CONDITION REPLACE WITH NEW FIXTURES. R'.Et-IOVc ALL EXISTING DRYWALL TO PERIMETER EDGE OF ,ROOMS FLOOR PLAN LEGEND EXISTING ONE HOUR RATED DEMISING PARTITION TO REMAIN EXISTING PARTITION TO CEILING GRIP EXISTING CONSTRUCTION TO EE REMOVED NEW BUILDING STANDARD PARTITION: " METAL STUDS AT 24'' O� . W/ 1/2" GYP. BD EACH 51 E TO EXISTING CEILING GRID NEW I -HOUR RATED PARTITION: -- -- 2 1/2' METAL STUDS AT 24'' C.C. W/ 5/S" TYPE 'X' GYP. BD. EA. SIDE EXTEND TO UNDERSIDE OF STRUCTURE. UL 0465 EXISTING DUPLEX OUTLET To REMAIN NEW DUPLEX OUTLET a 15" A.FF- U.N.O. (USE EXISTING CIRCUITS) EXISTING DUPLEX OUTLET TO REMAIN NEW DUPLEX OUTLET 15" A.F.F. UN.O. (USE EXISTING CIRCUITS) <f EXISTING TELEPHONE OUTLET NEW TELEPHONE OUTLET (J-BOX, CONDUIT AND PULLSTRING ONLY) �- EXISTING TELEPHONE/DATA OUTLET NEW TELEPHONE/DATA OUTLET lJ-Box, CONDUIT AND PULLSTRING ONLY) EXISTING DOOM TO REMAIN ER EXISTING DOOR RELOCATED TO LOCATION INDICATED FE 10 L B 4A,608C FIRE EXTINGUISHER, VERIFY IF EXISTING GENERAL >N T - FLOG LAB MEXISTING WINDOW TO REMAIN COVER AND PROTECT FROM CONSTRUCTION EXISTING X-PAY VIEW E5OX TO REMAIN, (�J COVER AND PROTECT FROM CONSTRUCTION (� STRYKER PORvIDED AND INSTALLED I� DOCUMENTATION STATION RELOCATE EXISTING DOOR AND DOOR FRAME TO ACCOMMODATE DOCUMETATION STATIONS. RELOCATE AND RECONNECT LIGHT SWITCH AS WELL. IN 1 t F - I REMOVE cXISTING FLOORING AND BASE MATERI'EALS THROUGHOUT. PREP EXISTING FLOOR TO RECEIVE NEW FLOORING AND COVED BASE MANNINGTON FLOORING, BIOSPEC, COMPOSED OF THREE COLORS. COLOR ill MANNINGTON, 8105PEC, COLOR 11 15129 WEDGEWOOD V-0" DIAMETER CIRCLE, CENTERED IN ROOM COLOR #2 MANNINGTON, BIOSPEC, COLOR 1* 1514"� STEEL BLUE PORTION OF PATTTERN TO FORM SQUARE COLON: 03 MANNINGTON, E31CSPEC, COLOR n 15112 STERLING BLUE REMAINDER OF ROOM PERIMETER AND BASE B-I COVE BASE TO ro" HIGH ALONG WALLS MANNINGTON FLOORING, BIOSPEC, COLOR IISI12 STERLING BLUE P-I ALL WALLS AND COLUMNS TO BE PAINTED: DEVOE REYNOLDS a 5CI-3 MADRAS BLUE P-2 ALL DOOR FRAMES TO BE PAINTED : DEVOE REYNOLDS 11 3C12-5 AUSTERE BLUE MW-1 STRYKER DOCUMENT STATION FINISI-4E5 70 BE; PLASTIC LAMINATE: NFVAMAR 3 MR-3-3T FRENCH BLUE SOLID SURFACE COUNTERTOP/TRIM: FORMICA SUREL L- COLOR: COBALT WALL BUMPER GUARD SYSTEM: KOROGARD - 8200 SERIES RETAINER TO BE ALUMINUM FINISH, BUMPER COLOR: K-34 STORM BLUE INSTALL AT HEIGHTS INDICATED ON PLANS P-3 ALL WALLS ALONG SURGICAL CORRIDOR TO BE PAINTED: DEVOE. REYNOLDS " 5C1-2 MISTED MORN AREA TO BE PAINTED WILL NEED TO BE CONFIRMED WITH FACILITY REFLECTED ILIN 1 I i I NEW 2' X 4' BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE NEW 2' X 2' BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE I !: EXISTING 2' X 4' BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE I I EXISTING. 2' X 2' BLDG. STD_ FLUORESCENT LAY -IN LIGHT FIXTURE I I e RELOCATED 2' X 4' BL DG. 5TD. FLUORESCENT LAY -IN LIGHT FIXTURE RELOCATED 2' X 2' BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE EXISTING ?'X 4' E3LDG. 5TD. FLUORESCENT FIXTURE TO BE REMOVED/RELOCATED EXI5TING 2' X 2' BLDG. 5TD. FLUORESCENT FIXTURE TO BE REMOVED/RELOCATED EMERGENCY 2' X 4' BLDG. 5TD. FLUORESCENT LAY -IN LIGHT FIXTURE ON EMERGENCY BALLSAT, G.C. TO VERIFY LOCATION OF EXISTING, COORD. W/ ARCHITECT RECESSED INCANDESCENT DOWN LIGHT -_! TRACK LIGHTING SYSTEM 3 SINGLE POLE SWITCH s SINGLE POLE SWITCH ON DIMMER THREE-WAY SWITCH NEW H V.A.C. RETURN AIR GRILLE EXISTING H.V.A.e--. RETURN AIR GRILLE ® REMOVE D/RELOCATE D`• H.V.A.r., RETURN GRILLE NEW H.V.A.C. SUPPLY REGISTER 70 MATCH EXISTING EXISTING H.V.A.C. SUPPLY REGISTER REMOVED/RELOCATED riVAr'. SUPPLY REGISTER i } EXIT SIGN. PROVIDE DIRECTIONAL ARROWS ONLY WHERE THE SIGN IS NOT POSITIONED DIRECTLY ABOVE AN EXIT EXISTING; SPRINKLER HEAD EXISTING SPRINKLER HEAD TO BE REMOVED X-10 EXISTING SPRINKLER HEAD 70 BE RELOCATED / 0 NEW SPRINKLER HEAD GENE -RAL NOT - I°LEcTr=r-> rEILIWj PLC 1 I 11" DIAMETER ROUGH OPENING IN DRYWALL �—� FOR HERAEUS EOUIPM ENT AND LIGHTING BOOM 24" SC�UARE ACCESS PANELS IN DRYWALL CEILING PAINT TO MATCH CEILING 2&" SQUARE ROUGH OPENING FOR H^RAEUS EQUIPMENT BOOM MAINTAIN 2 1/2'' CLEAR ON ALL SIDES TO ALLOW FOR EQUIPMENT COvER NO NEW CEILING WORK IN THIS AREA CLEAN, FLACE FIXTURES O Y IF NEC7SSARY,PAI T C NG IflG.C. TO RELOCATE OR PROVIDE TEMPORARY DIRECTIONAL EXIT LIGHT AND SPRINKLER HEADS WIT' 'IN SURGICAL CORRIDOR TO MAINTAIN PROTECTION AND SPRINKLER PARTITION AREAHEADS WITHIN TEMPORARY S. t 25 h 0 z I-,yina r Davidson >s , $ Dooley, Inc. F t Q , 6201 West Kennedy Blvd. 3° Suite 501 U t Tempe, FL 33609 LU ph. 813.288.9299 Q k 813,288.8046 AA0003000 184000989 s n ' ` 4 TLA N.f. T N HVI LE 0 `PAMPA FT. COLLINS 'At 0� z D w ►e 0 z r� �i 0 z W CENT' L FL, , WtIM HOSPITAL 0 SANFORD IILI FLORIDA 1401 W. SEMIINOLE BOULEVARD SEMINOLE, FL 32771 :j! z 0 ,� PHASE 2 DEMO/FLOOR/ *� CEILING PLANS r�- i! 3 _ 4 ` 2529Al2 { j `v (L# ' 22529 W; 2. RC/COK ,.X f z °y w2 � k X U) F 5T' 5E DE EX15T, W 15 x 35 w1 PARTIAL I , „ MlN = SCALE: 1/4„ 1 = _0 NOTE: CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS RELATED TO THE EXISTING ]BUILDING }BEFORE FABRICATION AND CONSTRUCTION. EX15T. W 21 x 44 a 0 ARCHITECTURE Ul, �j PLANNING INTERIOR DESIGN Z, C x z xr �8 �3, N W a z�x 2 ,, n ,fir J ".. s Q L t Z x Jz ,?F7 0r o �,.; o.fi Lyman � N � „ tM Davidson <q Dooley, Inc. Z r Qz f�5201 � West Kennedy Blvd. WSue 501 J Tampa, FL 33609 ® k„k ph: $13.288.9299 F+ fx: 813,288.8046 Qf AA0003000 IB4000989 Q �g i°qE. I 1 Oc iAMPA COLLINS:) N r, u �w-a --g- av m, �vwmi �: '1 , g x a 0 7 W 0� 1 W, o�� , < 0 W�v WSJ 4�'sl3a�� e.�1 0.-�i� e tx c OI z Sx ,�3, Q3, r 0. N Z00 CC e{� 0 J 0Of 146 I 3 y `�ti u W - ��1"t''Ss.s 0 OY h i T"es`.yY,ii 0 0 �-�Y s 0` U,� Q ® CENTRAL FL. W DEE REGIONAL HOSPITAL 01, SANFORD, ��� FLORIDA Z W . V }` J.1 o X 0° o� CONTACT: <� Q : ELAN® ENG �t Z`�� 1401 W. SEMINOLE Q, BOULEVARD SEMINOLE, FL 32771 JEMb� �Na p� Wiz= PARTIAL 2ND FLR i� FRAMING PLAN SCALE: 1/4" = V-0° d, center for 0� � innovative 5tructuree, W 02-227 I zl $ inc. �� DM 5706 S. Mae iH Ave. N Tampa, FL 33611 0 �I DM 813-835-5311 Z= FAX 813-835-5503 Structural Engineers ■ Charles Douglas Meisercz. a PE # 56893 ��4y _�W.DAM; 6/12/02