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HomeMy WebLinkAbout38220 Henry Dr (2)EXISTING TRANSFER SWITCHES EXISTING DIESEL FUEL TANK EXISTING GENERATOR PAD LEGEND (NOTE: NOT ALL SYMBOLS UTILIZED) SYMBOL DESCRIPTION A �2ab LIGHT FIXTURE. "A" DENOTES FIXTURE TYPE, "2" "ab" DENOTES CIRCUIT, DENOTES CONTROL (TYPICAL) ®❑ LIGHT FIXTURE ON THE LIFE SAFETY BRANCH I.0 WALL MOUNTED LIGHT 0 ❑ HID OR LIGHT FIXTURE ® HID OR LIGHT FIXTURE ON THE LIFE SAFETY BRANCH EXIT LIGHT FIXTURE DIRECTION ARROWS AS SHOWN E1 ® SHADED QUADRANT INDICATES FACE(S) OF FIXTURE Sa SINGLE POLE SWITCH. "a" DENOTES CONTROL O JUNCTION BOX BRANCH CIRCUIT HOMERUN q -- GROUND OR GROUND ROD AS NOTED 30AF DISCONNECT SWITCH. SIZE AS NOTED. NF = 20AT NON -FUSED AF = AMP FRAME, AT = AMP TRIP. NF= NON FUSED NEMA 1 UNLESS NOTED 30A NON FUSED WHERE NOT NOTED PANELBOARD SURFACE MOUNTED PANELBOARD RECESSED MOUNTED DUPLEX RECEPTACLE GFI RECEPTACLE. "WP" DENOTES WEATHERPROOF COVER A 0 LIGHTNING PROTECTION AIR TERMINAL. LETTER REFERENCES DETAILED TYPE. -- I LIGHTNING PROTECTION DOWN CONDUCTOR AND GROUND RODS DOUBLE DUPLEX CRITICAL RECEPTACLE 30AF 20AT DISCONNECT SWITCH. RATING ADJACENT yWP AT -AMP TRIP, AF=AMP FRAME, WP=WERTHERPROOF DISCONNECT SWITCHES AND WIREWAY LOCATED ON THE NORMAL SIDE OF TRANSFER SWITCHES EXISTING GENERATOR EXISTING GENERATOR EXISTING PHOTOS GENERAL NOTES 1 INVESTIGATE ALL SITE CONDITIONS PRIOR TO SUBMITTING THE BID. SUBMIT FORMAL REQUEST FOR CLARIFICATION (RFC) DURING BIDDING. ALL RFC'S SHALL BE SEQUENTIALLY NUMBERED AND DATED. INVESTIGATE INTERIOR AREAS OF WHERE WORK WILL BE DONE AND EXTERIOR EQUIPMENT AND ELECTRICAL LOCATIONS BEFORE SUBMITTING THE BID. INVESTIGATE WALL RATINGS SHOWN ON LIFE SAFETY PLANS BEFORE SUBMITTING THE BID. INCLUDE ALL NECESSARY SCOPE OF WORK REQUIRED AS NOTED IN THE SPECIFICATIONS FIELD VERIFICATION AS PART OF THE BID. 2 READ AND COMPLY WITH THE SPECIFICATIONS. SPECIFICATIONS ARE 8-1/2 X 11 MULTIPLE DIVISIONS SECTION 16000 AND 00100 THROUGH 00111. DO NOT BID THIS PROJECT WITHOUT THEM 3 EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND NEMA RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 4 WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NFPA-70 SECTION 110. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR BUILDING PHYSICAL APPURTENANCES IN ACCORDANCE WITH NFPA NFPA-70 APPROPRIATE ARTICLES. 5 ANY REFERENCE TO INSTALL PER A SPECIFIC CODE SHALL NOT MEAN THAT MORE STRINGENT NOTES, AND DETAILS INDICATED WITHIN THE CONTRACT DOCUMENTS SHALL BE DEVIATED. DRAWING NOTES, SPECIFICATIONS AND DETAILS WHERE MORE STRINGENT SHALL APPLY. THE PROJECT ENGINEER SHALL DETERMINE WHAT IS MORE STRINGENT. 6 THE CONTRACTOR SHALL OBTAIN ICRA INFORMATION FROM THE OWNERS REPRESENTATIVE. COMPLY WITH ALL CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTION ETC, AS REQUIRED. PROVIDE ALL REQUIREMENTS FOR INFECTION CONTROL INCLUDING TEMPORARY BARRIERS AND VENTILATION. 7 ALL POWER AND LIGHTING WIRING SHALL HAVE INDIVIDUAL NEUTRALS PER CIRCUIT. NO SHARED NEUTRALS ARE ALLOWED. 8 NEW DEVICES SHALL BE PROVIDED WITH GROUNDING IN ACCORDANCE WITH NFPA 250. PIGTAIL ALL GROUND CONDUCTORS, EXTEND THE GROUND BOND TO THE JUNCTION BOX. ALL RACEWAYS SHALL HAVE A GREEN INSULATED GROUND CONDUCTOR. DO NOT INSTALL BARE GROUNDS IN CONDUIT FEEDERS OR BRANCH WIRING. 9 DO NOT COMBINE ANY BRANCH WIRING IN A COMMON RACEWAY WHICH WILL REQUIRE ANY FORM OF DERATING. 10 NOTES DO NOT HAVE TO BE TAGGED ON THE FLOOR PLANS TO BE APPLICABLE. ALL NOTES SHALL BE COORDINATED WITH ALL DRAWINGS AND SPECS. 11 SUBMIT FORMAL REQUESTS FOR INFORMATION. NUMBER EACH RFI NUMBERED SEQUENTIALLY. SUBMIT RFC (REQUEST FOR CLARIFICATIONS) DURING BIDDING. RFI, REQUEST FOR INFORMATION DURING CONSTRUCTION. SUBMIT IN WORD FORMAT ONLY. 12 SUBMIT A FIRM TIME LINE OF CONSTRUCTION WITH THE BID. INCLUDE AL TASKS SCHEDULE AND RELATED DATES. INCLUDE THE START OF CONSTRUCTION, ALL CONSTRUCTION ACTIVITIES WITH TIME LINES ASSIGNED, INSTALLATION OF CONCRETE, INSTALLATION OF SPECIFIC WIRING, GENERATOR DELIVERY, GENERATOR INSTALLATION, GENERATOR WIRING, TRANSFER SWITCH INSTALLATION, DEMOTION ACTIVITIES, GENERATOR MANUFACTURER'S REP CHECK OUT AT SITE, 80% AHCA INSPECTION, 2 HOUR ACTUAL BUILDING LOAD TRANSFER, CERTIFICATION PER NFPA 110, AHCA 100% INSPECTION, LOCAL BUILDING DEPARTMENT INSPECTION AND FIRE MARSHAL INSPECTION. 13 COMPLY WITH FRONT END SPECIFICATIONS 00100 THROUGH 00111 IN ADDITION TO DIVISION 16000. DISCONNECT SWITCHES AND WIREWAY LOCATED ON THE NORMAL SIDE OF TRANSFER SWITCHES EXISTING GENERATOR AND LIFE SAFETY LIGHT BASIC SCOPE OF WORK NEW RECESSED (ON[ ANNUNCIATOR SURFACE MOUNTED RIGID STEEL UP TO SOFFIT AND INTO ATTIC SPACE ABOVE. RUN TO NURSE STATION SERVICE TRANSFORMER 11 IITFF7l l N SITE PLAN 1 PROJECT CONSTRUCTION SHALL CONSIST OF PROVIDING A NEW GENERATOR TO POWER THE ENTIRE BUILDING INCLUDING THE ESSENTIAL SYSTEM AND ALL AC EQUIPMENT. 2 PROVIDE TEMPORARY POWER AS REQUIRED. TEMPORARY POWER SHALL PROVIDE POWER TO THE ESSENTIAL EMERGENCY SYSTEM DURING POWER OUTAGES EXTENDING MORE THAN TWO HOURS. 3 PROVIDE NEW HURRICANE COMPLIANT PROTECTION FOR THE GENERATOR, FUEL TANK AND SPECIFIC ELECTRICAL EQUIPMENT 4 PROVIDE ALL ELECTRICAL AND RELATED WORK AS REQUIRED BY THE DRAWINGS, SPECIFICATIONS AND APPLICABLE CODES. 5 PROVIDE NEW LIGHTNING PROTECTION FOR THE NEW GENERATOR. 6 PROVIDE REQUIRED CONNECTIONS TO THE NEW GENERATOR INCLUDING A NEW TRANSFER SWITCH. 7 PROVIDE SPECIFIC MODIFICATIONS FOR THE POWER DISTRIBUTION SYSTEM AS NOTED ON THE POWER ONE -LINE DIAGRAM AND RELATED DOCUMENTS. 8 PROVIDE NEW WIRING FOR THE EXISTING EMERGENCY DISTRIBUTION PANEL IN THE EXISTING EMERGENCY ELECTRICAL ROOM. 9 PROVIDE NEW SURGE PROTECTION, GROUNDING AND BONDING 10 PROVIDE ALL WORK PER THE PHASING REQUIREMENTS AND IN ACCORDANCE WITH THE OWNERS APPROVED SCHEDULE. THIS PROJECT MUST BE 100% COMPLETED, TESTED AND ACCEPTED BY ALL AUTHORITIES BEFORE OR ON MAY 15TH, 2018 11 PROVIDE ALL WORK PER THE OWNERS ICRA PROGRAM AND SCHEDULE. 12 PROVIDE TEMPORARY ELECTRICAL AS DIRECTED BY THE OWNER'S REPRESENTATIVE TO ALLOW 127 HOURS OF GENERATOR FUEL TO SERVE THE ENTIRE BUILDING. MAINTAIN 80 DEGREES OR LESS FROM THE START OF CONSTRUCTION UNTIL FINAL ACCEPTANCE OF THE PERMANENT GENERATOR INSTALLATION. 13 PROVIDE ALL TESTING, EXCAVATION, TRENCHING, CONCRETE, BARRIERS, UTILITY COORDINATION, BUILDING DEPARTMENT SUBMITTALS AND ALL REQUIRED WORK TO ACCOMPLISH A COMPLETE 100% INSTALLATION. 14 THIS PROJECT WILL REQUIRE THREE AHCA INSPECTIONS MINIMUM. INSPECTIONS WILL INCLUDE; INSPECT THE TEMPORARY GENERATOR PRIOR TO ENERGIZING THE BUILDING IF IT IS INTENDED TO BE INSTALLED FOR MORE THAN 8 HOURS, 80% INSPECTION FOR THE NEW GENERATOR AND 100% FINAL INSPECTION. WHERE THE EXISTING GENERATOR REMAINS ACTIVE A TEMPORARY GENERATOR INSPECTION WILL NOT BE NOT NECESSARY. IF THE AHCA INSPECTIONS FAIL TO PASS, THE CONTRACTOR WILL BE RESPONSIBLE TO RESCHEDULE THE INSPECTION AND HAVE SUPPORT STAFF PRESENT.. NO EXTRA COSTS ARE ALLOWED FOR FAILED INSPECTIONS. _11. 0 0 0 0 0 0 r, o 0 0 0 0 o 0 0 4_,I F o o n o 9 — --- n/ VEE�ti'`'PIXE C!-TY OF ZEPHY!�R LLS;� \J V MAIN ELECTRICAL ROOM NEbV TI JENERATOR G --- STING GENERATOR EXISTING DRAWING INDEX El 00 LEGEND, NOTES AND DETAILS E200 GENERATOR PLAN E300 ELECTRICAL DETAILS E301 PENETRATION DETAILS E400 PANEL SCHEDULES E500 ELECTRICAL POWER ONE LINE E600 ICRA, PHASING AND DEMOLITION PLAN E�OK1�rv,,,�v E, �OOE NA1- OD EI.EOTRlG p�t11L1.s OF ZE ORO,,4FNGr_$ /HCIlIHL VICVV N LOCATION KEY PLAN 1 m L-0 o Lai Fw- cy) c� Q Q O �o O N UCD �� U 0 o� Q CO o 1)0 N o d Lr Q �� O OZ m w O o w ON J Z� w Q� v'wz LL Z C7 Q`-' Z caw 00 CE Q DQ� O F- w w V 'n Z`� L!/z w� _ 0-�w J J V)�o WW W cDa_� Z w w Z Z _ � C) oQ Z Z Z W z ¢ w J LL U�a- W z Lli 0 �(n o LLJ n- f� o Ud� 00ozQ 00 f� Lu i Q w cl- w =o� U w U a Cn J F- a N J o a — = z o U �ojL Z � J Z a I LL- o � w Z � N W 0 w N LL w J O Z U Q Q Z w Z a� � M w Z _ z Q N z W N w r a 1 � J Ld C) �-�•L o dam- * � J ; W � W �: �_ ~Q C• OZ= � O• \ REV REV REV 1Q GENERAL REV. 02/13/18 AHCA STAGE III MAIL —IN REVIEW 12/26/17 DATE 12/26/17 DRAWN LF/BMA CHKD BY BOB DONNELLY E100 1pf! ��HLMFWTE7 DEPRESSED FOOTING BELOW GENERATOR & BASE TANK. W/ #5 REBAR 12"EW OC ALL CONCRETE 3000 PSI GRADE 6 N(--D---� E2 OVERALL PLAN NEW TRANSFER - SWITCH ATS-EM IN:C'i!w NORMAL --� ELEC NEW S!2EMERG2ENCY ROOM ISTING OVE EXISTING ONDARY CY EDERS NEW GENERAT N,�% (B""� GENERATOR PLAN LAYOUT E2 0' 2' 4' 8' 16' 298" 96" 194' ALUMINUM WEATHER ENCLOSURE AND A STATE CODE LISTED BASE l } LIGHTNING TANK. �, PROTECTION INTERNAL— � SEE O O MUFFLER 91" 11'-5" DETAILS I I GENERATOR I BASE TANK 35� BASE TANK 96"-�I• 6" ELEVATION C-C 350 KW GENERATOR ELEVAl10NS WITH A NOA ENCLOSURE �E200) Ms 11 350 KW 120/208V. 30 4W DIESEL GENERATOR SEE NOTE 11. FLOW AT 100% EQUALS 26.5 GPH. DEMAND LOAD IS 799E WHICH EQXS 20.9 GPH. TOTAL OF 96 RS OF OPERATION 1999 USEABLE GALLOW-UNIMUM . SET LOW,,6E u AT Z 1499 WAODE HOURS. rE LISTED DOUBLE LINED BASE TANK THE CONTRACTOR SHALL PROVIDE SIGNED AND SEALED DRAWINGS BY A FLORIDA REGISTERED STRUCTURAL ENGINEER SUBMIT WITH THE GENERATOR SHOP DRAWINGS 6" REINFORCED CURB ABOVE GRADE FOR GENERATOR AND FUEL TANK. SMOOTH FINISH (BRUSH FINISH IS NOT ACCEPTABLE), 1 /2" CHAMFER ON EDGE. PITCH PAD TOWARDS FUEL INTAKE WITH A 1/16' SLOPE. EXTEND PAD 4' BEYOND TANK BASE. PROVIDE STAINLESS STEEL TANK HOLD DOWN BOLTS, NUTS AND WASHERS. BOLTS SHALL BE PRESET WITHIN THE SLAB WITH A RIGHT ANGLE "J' TYPE END. LOCATE ALL BOLTS PER THE MANUFACTURERS TEMPLATE. O AND DARE GROUND ROD NUMBERS. B O n REFER TO ELEVATION DETAILS FOR DIMENSIONS PROVIDE A FIRE EXTINGUISHER It ENCLOSURE D E2 ('-A EMERGENCY GENERATOR E200 N 0' 2' 4' 8' 16' NOTES OPROVIDE A TEMPORARY GENERATOR AND QUICK CONNECT WHICH SHALL BE UTILIZED FOR THE EMERGENCY POWER REQUIREMENTS UNTIL AN AHCA APPROVAL HAS BEEN SECURED. REMOVE THE TEMPORARY GENERATOR, FUEL TANK, MANUAL TRANSFER SWITCH, WIRING AND QUICK CONNECT AFTER AHCA 100% INSPECTION APPROVAL THE GENERATOR CAN BE LEASED. COORDINATE LOCATION PRIOR TO BID SUBMITTAL OTHE CONCRETE PAD SHALL EXTEND 4' BEYOND THE GENERATOR BASE TANK AND 6' ABOVE GRADE. PROVIDE A DEPRESSED SLAB PER WEIGHTS OF THE GENERATOR, FUEL TANK AND A FULL DIESEL TANK. A STRUCTURAL ENGINEER SHALL SIZE PADS BASED UPON APPROVED SHOP DRAWINGS AND SOIL CONDITIONS. COORDINATE WITH THE ENGINEER. DATA SHOWN ON THIS PLAN SHALL BE VERIFIED SUBMIT SIGNED AND SEALED STRUCTURAL DRAWINGS WITH THE SHOP DRAWINGS 3O PROVIDE A NEW 3/4-C FROM THE GENERATOR TO THE NEW ANNUNCIATOR PANEL THE PANEL SHALL BE LOCATED AT THE NURSE STATION. EXTEND ABOVE THE CEILING TO THE EXISTING ANNUNCIATOR LOCATION AREA AT THE NURSE STATION. THE NEW ANNUNCIATOR SHALL BE LOCATED WHERE DIRECTED BY THE OWNER'S REPRESENTATIVE. THE CONDUIT SHALL ALSO BE USED FOR THE TEMPORARY GENERATOR. 4O PROVIDE THE EMERGENCY FEEDER FROM THE GENERATOR TO THE PANEL "D" LOCATION. REFER TO THE ONE -LINE DIAGRAM, THIS PLAN AND SITE PLAN. 5O PROVIDE NEW HEATERS AND CHARGER 20A CIRCUITS. REFER TO THE PANELBOARD SCHEDULES. DO NOT SHARE NEUTRALS. HEATERS SHALL DEACTIVATE WHEN THE GENERATOR STARTS PER 5.3.5 NFPA 110. CHARGER ON CIRCUIT EL-20. HEATER SHALL BE ON CIRCUIT EC-10 6O PROVIDE A BATTERY LIGHT CIRCUIT IN GENERATOR HOUSING. THE BATTERY AND LIGHTS ARE PROVIDED WITH THE GENERATOR. CONNECT TO LIFE SAFETY CIRCUIT EL-19. REFER TO SCHEDULES O7 PROVIDE 4' WP EXTERIOR WALL WRAPAROUND LED TYPE "Al". SWITCH SHALL BE KEY OPERATED TYPE WITH A BYPASS RELAY TO OPERATE DURING EMERGENCY TRANSFER. PROVIDE PHOTOCELL FOR OFF DURING DAYLIGHT PERIOD. CONNECT TO THE LIFE SAFETY CIRCUIT. REFER TO SCHEDULES. FIXTURE SHALL BE COLUMBIA LXEM4 40 ML RFA ED USSL TP.1. SO PROVIDE (4)10' GROUND RODS MINIMUM TO PROVIDE A 5 OHM GROUND AT THE SERVICE ENTRY AND THE GENERATOR. RUN COPPER DOWN CONDUCTOR IN 1" PVC UV LISTED SCHED 80. PROVIDE ACCESS BOX AND GROUNDING PER DETAILS O9 THE GENERATOR TANK IS DOUBLE WALL HEAVY DUTY BASE MOUNT TYPE LOCATED BELOW GENERATOR. PROVIDE LEAK SUPERVISION WIRING TO THE ANNUNCIATOR PANEL THE TANK SHALL BE NOA COMPLIANT 10 PROVIDE A WP GFI DUPLEX CONVENIENCE RECEPTACLE WITHIN THE ENCLOSURE. CIRCUIT TO LIFE SAFETY EL-19. REFER TO PANEL SCHEDULES. 11 FUEL SHALL BE DIESEL PROVIDE A DIESEL BASE TANK AS PART OF THE GENERATOR PACKAGE. AS SPECIFIED PROVIDE A 100% FILLED TANK AFTER FINAL TESTING AND 100% ACCEPTANCE. 12 PROVIDE 42' CLEAR MINIMUM DIMENSION FROM THE GENERATOR SIDES TO ANY OBSTRUCTION. PROVIDE 36" MINIMUM CLEAR FROM ENDS 13 PROVIDE A "EMERGENCY STOP" WEATHERPROOF PUSHBUTTON SWITCH AT 5'-0" OUTSIDE OF THE ENCLOSURE. PROVIDE A PHENOLIC RED NAMEPLATE WITH WHITE 1/2" HIGH LETTERS "EMERGENCY GENERATOR STOP". THIS STOP SWITCH IS EXISTING AS PART OF THE RELOCATED GENERATOR. 14 HAND DIGGING SHALL BE DONE AT THE NEW GENERATOR AND FEEDER LOCATIONS. CALL "SAFE DIG' AND MARK ALL ITEMS 15 THE ENCLOSURE DOORS MUST CLEAR ANY OBSTRUCTION WHEN OPENED. PROVIDE POSITIVE LATCHES TO HOLD THE DOORS IN THE OPEN 180 DEGREE POSITION FOR INSPECTION AND MAINTENANCE 16 MOUNT PANELS AND ELECTRICAL EQUIPMENT ON THE WALLS WITH 1" PVC COATED CHANNELS. DO NOT MOUNT DIRECTLY TO THE CONCRETE WALL FREE STANDING EQUIPMENT SHALL BE BOLTED TO A NEW CONCRETE SLAB. UTILIZE STAINLESS STEEL BOLTS NUTS AND WASHERS. 17 RECEPTACLE CONDUIT AT GENERATOR AND JUNCTION BOX COVERPLATES ON LIFE SAFETY CIRCUITS SHALL HAVE PAINTED YELLOW BANDS. CONDUIT INSIDE THE NOA SHALL HAVE YELLOW BANDS FOR LIFE SAFETY AND ORANGE BANDS FOR CRITICAL. 18 ALL CONDUITS (ANNUNCIATOR, FEEDER AND CIRCUITS) SHALL RISE TO THE GENERATOR BASE WITHIN THE TANK BASE CUT OUT AREA RUN IN SCHED 40 PVC. PROVIDE A FLEXIBLE SEALTIGHT CONNECTION TO THE GENERATOR BASE AND EXTEND WITHIN THE GENERATOR HOUSING WITH FLEXIBLE SEALTIGHT CONDUIT. COORDINATE WITH THE MANUFACTURERS WIRING ARRANGEMENT AND REQUIRED CUT OUT LOCATION. 19 THE RADIATOR EXHAUST END OF THE GENERATOR SHALL BE LOCATED ON THE SOUTH SIDE. THE CONTROL PANEL END SHALL BE LOCATED ON THE NORTH SIDE. 20 PROVIDE 30 DAY RECORDED AMPERE READINGS FOR MDP AND PANEL A2 FEEDER PRIOR TO ATS NORMAL COORDINATE WITH THE OWNER PRIOR TO SUBMITTING THE BID. INCLUDE THIS COST IN THE BID. THE OWNER MAY PROVIDE THIS INFORMATION. THE RECORDED READING (AT 10 MINUTE INTERVALS) SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR ACCEPTANCE 21 CONDUIT FEEDERS, CIRCUITS ANNUNCIATOR CONDUIT AND START CIRCUIT ARE NEW. RUN BELOW GRADE IN A TRENCH PER DETAIL ON E300 22 PROVIDE A HEAVY DUTY CAST GRADE JB FOR CONNECTION TO THE EXISTING GENERATOR LIGHTING, RECEPTACLE, CHARGER STARTING CIRCUIT AND HEATING CIRCUITS. 23 COORDINATE WITH UTILITY COMPANY TO PROVIDE THE NEW SECONDARY SERVICE TO MDP. REMOVE THE CONDUCTORS DURING THE POWER SHUT DOWN AFTER THE INSTALLATION OF THE NEW SERVICE IS AS COMPLETE AS POSSIBLE. 24 PROVIDE A 3/4' CONDUIT FROM THE GENERATOR TO THE NEW ANNUNCIATOR AT THE NURSE STATION. LOCATE THE ANNUNCIATOR WHERE DIRECTED BY THE OWNER'S PROJECT REPRESENTATIVE. UTILIZE THE EXISTING CONDUIT IF POSSIBLE AND IF COMPLIANT. 25 REMOVE THE EXISTING 30 KW GENERATOR FEEDERS, CIRCUITS, ANNUNCIATOR AND ALL ELECTRICAL VERIFY EXISTING LOCATION PRIOR TO BID. REFER TO PHASING PLAN 26 PROVIDE NEW NORMAL AND EMERGENCY FEEDERS FROM MDP1 AND THE GENERATOR TO THE EXISTING WIRING TROUGHS SWITCH. REFER TO THE POWER ONE LINE DIAGRAM w W C � � a CO� U o WK 045z 5 Cl Q N ON �� Z m[Liw m~� .� O0 zZ n, W W p =3� Z� Z NWz vi a �p J z�w °aSO� ¢SoZ W w �- Z � NWz J a: I N�wo W W w CL3Wo oZ Z o O 0 CD Q Z W W z w c= r LA w Z W N � m O P7 C) O 000 c z Il_ W w >- I waw U ��o ul x �•� •. dam- �: tv u_ Z ; o �:y= W LUv w REV i►i►in REV REV 1n GENERAL REV. 02/13/18 AHCA STAGE III MAIL -IN REVIEW 12/26/17 DATE 12/26/17 DRAWN LF/BMA CHKD BY BOB DONNELLY E200 UNIT SHALL HAVE A 30 YEAR WARRANTY WITH A 5 OHM GROUND AND INSPECTION AS NOTED. NO EXCEPTIONS TOP PRODUCTS SHALL BE PSI. CALL 407-380-9200 JOHN WEST TWIST ALL LEADS TOGETHER WITH AS MOUNTED TURNS AS PRACTICAL AND AND NEATLY TIE WRAP. CONDUCTORS SHALL BE AS SHORT AS SIDE MOUNT SURGE SUPPRESSION DEVICE WHEREVER POSSIBLE, TOP POSSIBLE DO NOT EXCEED 6 FEET SPD MOUNTED WHERE THERE IS NO SPACE ADJACENT TO PANEL, BOTTOM MOUNT IS REQUIRED WHEN PANEL HAS BOTTOM FEED LUGS UTILIZE TVSS FURNISHED CHASE NIPPLE MODIFY NIPPLE FOR ATTACHING SURGE DEVICE THE CONTRACTOR SHALL COORDINATE INSTALLATION METHODS WITH TO PANEL THE MANUFACTURER'S REP. THE CONTRACTOR SHALL SUBMIT COLOR LOCATE BREAKER IN POSITION CIRCUIT 1 OR PHOTOGRAPHS OF THE ACTUAL INSTALLATION. TAG EACH PHOTO 2 FOR TOP FEED OR BOTTOM LEFT OR RIGHT djG WITH THE PANEL DESIGNATION. PHOTOS SHALL INCLUDE BOTH POSITION BOTTOM FEED. BREAKER AND TVSS EXTERIOR VIEW AND INTERIOR POWER WIRING VIEW. SUBMIT PHOTOS SHALL HAVE A WITHSTAND AIC RATING TO THE MANUFACTURER'S REP. CORRESPOND TO THE REP FOR EQUAL OR HIGHER THAN THE PANELBOARD ANY CORRECTIONS REQUIRED FOR ACCEPTANCE. IF ADDITIONAL RATING INFORMATION IS REQUIRED BY THE MANUFACTURER'S REP THE 30/3P CONTRACTOR SHALL COMPLY TO DIRECTIONS AND CORRECTIONS AS MINIMUM TOTAL SURGE RATINGS BREAKER REQUIRED. UPON FINAL ACCEPTANCE BY THE MANUFACTURER'S PER MODE PER CATEGORY; REP, SUBMIT PHOTOS AND MANUFACTURER'S FINAL ACCEPTANCE TO "B" = 50000 AMPS ALL PANELBOARDS PANELBOARD THE ENGINEER. CC ALL COPIES VIA E-MAIL OF ALL "C" = 160000 AMPS MAIN DISTRIBUTION OR CORRESPONDENCE AND FINAL ACCEPTANCE TO THE ENGINEER. PANEL AND DISTRIBUTION PANELS DISTRIBUTION FAILURE TO DO THIS TASK WILL VOID THE WARRANTY AND AS A PANEL RESULT THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF TVSS UNITS AND COMPONENTS. THE COST OF REPLACEMENT OR REPAIR WILL BE THE CONTRACTOR'S MODES OF PROTECTION; RESPONSIBILITY AT NO COST TO THE OWNER. THE RESPONSIBILITY SHALL BE IN AFFECT THROUGHOUT THE PERIOD OF THE CATEGORY "C" PSI XNL-200 FOR MDP1 MANUFACTURER'S LISTED WARRANTY. PROVIDE SERIAL NUMBER WITH SHOP DRAWINGS FOR WARRANTY RECORDING AND STATUS 30 YEAR WARRANTY WITH A 5 OHM GROUND rD TRANSIENT VOLTAGE SURGE �"o SUPPRESSION FOR POWER NTS BIMETALLIC FITTING AND ALUMINUM COPPER DOWN GROUND LOOP CONDUCTOR WHERE SHOWN EXOTHERMIC CONNECTION IN TEST WALL GROUND ROD SECTIONAL COUPLING PROVIDE COPPER CLAD SELF TIGHTENING GROUND COUPLINGS AT ALL (3/4"x10-) ROD EXTENSIONS EACH. (4) MIN. DEMARK TYPE ONLY REQUIRED GROUND ROD TOTAL SECTION 40' LONG MINIMUM 5 OHMS MAXIMUM ADD PROVIDE HEAVY ADDITIONAL LENGTHS DUTY TIP. TO OBTAIN 5 OHMS DEMARK TYPE MAX. ONLY GROUND ROD �"o NTS TYPICAL SS 3/8" HOLD DOWN BOLT, LOCK WITH SS NUT AND WASHER d d "J" TYPE ° QONFIGURATION d 4 o d° e 24" MIN. ABOVE HIGHEST SURFACE • ALUMINUM AIR TERMINAL BLUNT TIP 2'-0" MAX. TO OUTSIDE EDGE OF ROOF OR STRUCTURE FLAT SURFACE BASE ATTACHED TO TOP SURFACE WITH ADHESIVE MAIN CONDUCTOR SUPPORT AT 3' O.C. WITH ADHESIVE CLIPS C FLAT BASE AIR E30 TERMINAL TYPE A KS THE CONTRACTOR SHALL PROVIDE SIGNED AND SEALED DRAWINGS BY A FLORIDA REGISTERED STRUCTURAL ENGINEER INCLUDE WIND LOAD CALCULATIONS AND SOIL DATA CONCRETE PAD BELOW GENERATOR W/ DEPTH OF CONCRETE #5 REBAR 12"EW OC ALL CONCRETE PAD SHALL BE PER THE 3000 PSI GRADE 6. 6" ABOVE GRADE STRUCTURAL ENGINEER'S WITH DEPRESSED SLAB BELOW GRADE. DRAWINGS PROVIDE SMOOTH FINISH AND 1/2" CHAMFERED EDGES lJ V d d TT d n e e d de --_I ,° ° ELEVATION 6" ABOVE FINISHED 1%MICDATAD DACC TAWV GRADE REQUIRED PAD SHALL EXTEND 4" BEYOND THE TANK BASE MINIMUM. THE TANK HOLD DOWN BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL. LOCATE THE BOLTS AT ALL FOUR CORNERS. COORDINATE TANK HOLD DOWN BOLTS WITH THE REQUIRED 4" MINIMUM LISTED CLEARANCE. BOLTS SHALL EXTEND AT LEAST 6" WITHIN THE PAD. PITCH THE PAD 1/16" SLOPE TOWARDS THE FUEL FILL LINE. JLI\L.IVIIVl% LA-WL. If -"\I\ I COORDINATE CONDUIT CUTOUT WITH MANUFACTURERS GENERATOR TANK SPEC, I CONTRACT DRAWINGS AND TEMPLATE. I 29" X 14" I 306" G PLAN VIEW E30PAD FOR GENERATOR NTS 104" fCOPPER CABLE IN 1 " PVC 1" PVC SCHED 40 UV RATED CONDUIT WITH ANCHORS f 2' MINIMUM BELOW GRADE 2' MINIMUM #115000 CM FROM STRUCTURE COPPER CABLE \ ( TYPICAL ) COPPERWELD GROUND ROD V I f1GnIMI%A CONNECTION 3/4" X 40'-0" (MIN) DRIVEN VERTICALLY (TYPICAL) TEST WELL LOCATED IN 1. LOCATE GROUND RODS A MINIMUM OF 2'-0" FROM BUILDING STRUCTURE 2. TOP OF GROUND ROD SHALL BE A MINIMUM OF 6" BELOW FINISHED GRADE AND TOP OF ACCESS BOX (--�B DOWNLEAD TO SINGLE �009/GROUND ROD DETAIL NTS MATCH EXISTING FINISH 1� — MARKER "BURIED • . . . � • • • • CONDUIT BELOW" 24" ........... LEAN • . . COMPACTED CONDUITS AS BACKFILL NOTED ON -a---COMPACTED PLANS. PITCH . . . . . . . . . . . . CLEAN BASE CONDUIT " " " TOWARDS A PULL BOX WIDTH TO ACCOMMODATE CONDUITS F �009/TRENCH SECTION NTS COMPOSITE ACCESS COVER 13 3/4-W x - 23 1 /4"L.. PROVIDE TWO STAINLESS STEEL HEX BOLTS W/ WASHERS AND SKID RESISTANT SURFACE - PROVIDE ENGRAVED 1 /2" HIGH LETTERS "GROUND" FINISHED GRADE BOX DIMENSIONS; EXOTHERMIC 15 1/2"W x 25"L TOP CONNECTION 23"W x 32 1/21 BASE ONLY 18" DEEP OUTSIDE 16" DEEP INSIDE COMPOSITE BOX = QUAZITE PT1324BA18 TRAFFIC RATED — BOX W/ COVER 10000# RATED BOXES TAGGED PROVIDE A 8" 1 O2 do O3 CONCRETE BLOCK ON EDGE AT THE PERIMETER OF THE BOX 3" MIN. DEEP LEAVE SPACE FOR PEA STONE GROUND CONDUCTOR NOT CLAMP -ON METER END SECTION ELEVATION GREATER THAN 8" R TESTER. LOCATE BEND. LOCATED 24" ROD OFF IC^E TE ROD BELOW GRADE (TYPICAL) 3/4" GROUND ROD MINIMUM DEPTH 40' 5 OHMS ((� MAX WITHOUT CABLE CONNECTED LOCATE OFF CLAMP -ON CENTER IN BOX AS SHOWN PLAN MEW METER SPACE ('A E3o GROUND ACCESS BOX KS PANEL EO EQUIPMENT BRANCH EMERGENCY 120/208V 30 4W FED FROM MSB NORMAL EMERGENCY FROM GDP -AD AND GENERATOR PHASE A- BLACK PHASE B- RED PHASE C- BLUE NEUTRAL- WHITE GROUND- GREEN KELLY GREEN WITH WHITE LETTERS PANEL MDP NORMAL POWER 120/208V 30 4W FED FROM MSB PHASE A- BLACK PHASE B- RED PHASE C- BLUE NEUTRAL- WHITE GROUND- GREEN BLACK WITH WHITE LETTERS REFER TO SPECIFICATIONS FOR ADDMONAL INFORMATION PROVIDE LABELS WHERE EXISTING LABELS ARE NOT INSTALLED. REVISE THE LABELS BASED UPON "NORMAL SERVED FROM MDP AND EMERGENCY SERVED FROM EDP-1 PANEL CRA CRITICAL BRANCH EMERGENCY 120/208V 30 4W FED FROM MDP NORMAL AND EMERGENCY FROM EDP1 AND GENERATOR PHASE A- BLACK PHASE B- RED PHASE C- BLUE NEUTRAL- WHITE GROUND- GREEN ORANGE WITH BLACK LETTERS PANEL LSA LIFE SAFETY BRANCH EMERGENCY 120/208V 30 4W FED FROM MDP NORMAL AND EMERGENCY FROM EDP1 AND GENERATOR PHASE A- BLACK PHASE B- RED PHASE C- BLUE NEUTRAL- WHITE GROUND- GREEN JI YELLOW WITH BLACK LETTERS ('E� NAMEPLATES �"o NTS w c� � z¢ ,04� U o `N (� p w� mz Q N o v� Z w V •- m W W m 0 a: O z w S�J o 3 - Z � W cn LU ZCD n Z w (`J�[ aC:)Z m w Lr) J —W �� J Z NWJ Z Nzo W W Z W CL 3wo Z Z C� z>-� Z W LU z?w o� �Nd N U Czo ) 00 ozQ I�, U i I waw U Uo 14, �.co ti 0 . =o•z `4" o• - F- / , 1 1 .•O��C�� 0 REV REV REV 0 GENERAL REV. 02/13/18 AHCA STAGE III MAIL -IN REVIEW 12/26/17 DATE 12/26/17 DRAWN LF/BMA CHKD BY BOB DONNELLY i E300 i t� WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM A STEEL PIPE - NOM 24 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE PIPE. MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR C CONDUIT - NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN DIAM (OR U400 SERIES WALL OR PARTITION DESIGNS IN THE URL FIRE RESISTANCE SMALLER) STEEL ELECTRICAL METALLIC TUBING UL SYSTEM NO. W-L-1001 DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FILL VOID OR CAVITY MATERIAL - CAULK -MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. UL SYSTEM NO. C—AJ-1044 FOR BLOCK WALLS FEATURES: © THICKNESS OF CAULK FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED A STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1 /4 IN. DIAM BEAD OF (MAX 2 H FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT (FORMERLY SYSTEM NO. 147) WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED LOCATION ON BOTH SIDES OF WALL THE HOURLY F RATING OF THE FIRE STOP F RATINGS-1 AND 2 HR (SEE ITEMS 2 AND 3) 16 IN. OCD WITH NOM 2 BY 4 IN. LUMBER END PLATES AND SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN T RATINGS-0, 1 AND 2 HR (SEE ITEM 3) CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING L RATING AT AMBIENT -LESS THAN 1 CFM/SQ FT 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OCD. OF THE FIRE STOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE L RATING AT 400 F-LESS THAN 1 CFM/SQ FT B GYPSUM BOARD - NOM 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: 3 SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, MAX PIPE OR F RATING T RATING to /� /—O THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET CONDUIT DUMETER HR HR PROVIDE SEALANT ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR 1 1 OR 2 0, 1 OR 2 AND PENETRATION U400 SERIES DESIGN IN THE URL FIRE RESISTANCE DIRECTORY. MAX 4 1 OR 2 0 PER URL DIAMETER OF OPENING IS 26 IN. APPROVED ASSEMBLY FOR Q THROUGH -PENETRANT - ONE METALLIC PIPE, CONDUIT OR WALL TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY PENETRATIONS OF WITHIN THE FIRE STOP SYSTEM. THE ANNULAR SPACE BETWEEN FIRE RATED PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL ASSEMBLIES BE MIN OF 0 IN. (POINT CONTACT) TO MAX 2 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: THE CONTRACTOR SHALL SUBMIT THE ACTUAL URL DETAIL WITH THE PERM DRAWINGS THE URL DETAIL HAS BEEN MODIFIED FOR ELECTRICAL 1 AND 2 HOURS. PLUMBING PIPING AND 3 AND 4 HR REFERENCES ARE NOT SHOWN. THE DETAIL ALSO APPLIES FOR SPECIFIC 2 HOUR AND 4 HOUR LOCATIONS a CONDUIT FIRE STOP PENETRATION earn FOR 1 HR STUD WALL KS URL SYSTEM NO. W-L-3145 0 CABLES - AGGREGATE CROSS -SECTIONAL AREA OF CABLES IN SPLIT SLEEVE TO BE MIN 8 PERCENT TO MAX F RATING -- 1 AND 2 HR ITEM SEE 1 ( ) 48 PERCENT OF THE AGGREGATE CROSS -SECTIONAL AREA OF THE SPLIT SLEEVE. CABLES TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. ANY COMBINATION OF THE FOLLOWING TYPES AND SIZES PROVIDE SEALANT AND T RATING -- 1 /4 AND 1 /2 HR (SEE ITEM 1) OF CABLES MAY BE USED: CONDUIT FILL PER URL 3 1 A A MAX 200 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR CABLE WITH POLYVINYL CHLORIDE (PVC) APPROVED ASSEMBLY PROVIDE SEALANT AND JACKETING AND INSULATION. PENETRATION PER URL FOR BUNDLED CABLES THRU APPROVED ASSEMBLY B MAX 1/C, 750 KCMIL POWER CABLE WITH COPPER CONDUCTORS AND CROSS -LINKED POLYETHYLENE FIRE RATED ASSEMBLIES (XLPE) JACKETING. FOR WALL PENETRATIONS C MAX 3/C NO. 2/0 AWG (OR SMALLER) ALUMINUM OR COPPER CONDUCTOR SERVICE ENTRANCE CABLE OF FIRE RATED ASSEMBLIES WITH PVC INSULATION AND JACKET. D MAX 3/C NO. 8 AWG (OR SMALLER) NONMETALLIC SHEATHED (ROMEX) CABLE WITH COPPER CONDUCTORS, PVC INSULATION AND JACKET. CONDUIT STUB E MAX 7/C NO. 12 AWG (OR SMALLER) MULTICONDUCTOR POWER AND CONTROL CABLES WITH XLPE OR PVC INSULATION AND XLPE OR PVC JACKET. F MAX RG59/U (OR SMALLER) COAXIAL CABLE WITH FLUORINATED ETHYLENE INSULATION AND JACKETING. G MAX 62.5/48 FIBER OPTIC CABLE WITH PVC INSULATION AND JACKETING. CABLE SYSTEMS PROVIDE SEALANT AND 2 CONDUIT FILL PER URL H MAX 4 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR CATEGORY 5 WITH HYLAR INSULATION AND �B APPROVED ASSEMBLY JACKET. FOR BUNDLED CABLES THRU ARE STOP SYSTEM -THE FIRE STOP SYSTEM SHALL CONSIST OF THE FOLLOWING: oil FIRE RATED ASSEMBLIES A FIRE STOP DEVICE -THREADED STEEL SLEEVE HALVES INCORPORATING SPLIT NUTS AND SPLIT WASHERS SIZED TO FIT THE SPECIFIC DIAM OF THE OPENING. DEVICE SHALL BE INSTALLED AROUND CABLES IN Q WALL ASSEMBLY -THE 1 OR 2 HR FIRE -RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. DEVICE PROVIDED IN NOM 1, 2 AND 4 OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL AND IN. (25, 51 AND 102 MM) SIZES. MAX DIAM OF OPENING IN WALL FOR 1, 2 AND 4 IN. (25, 51 AND 102 PARTITION DESIGNS IN THE URL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION MM) SIZE DEVICES ARE 1-1/4, 2-7/16 AND 4-1/2 IN. (32, 62 AND 114 MM) RESPECTIVELY. FEATURES: B FILL, VOID OR CAVITY MATERIAL - PUTTY - MIN 1 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE A STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONDUIT FLUSH WITH BOTH ENDS. CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OCD. STEEL STUDS TO BE REFER TO URL BOOK FOR PROPER PENETRATION ASSEMBLY SUBMIT URL DETAIL TO WIRING INSPECTOR WITH MIN 3-5/8 IN. (92 MM) WIDE AND SPACED 24 IN. (610 MM) OCD. PERMIT APPLICATION B GYPSUM BOARD - 5/8 IN. (16 MM) THICK, 4 FT (1219 MM) WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300, U400 OR V400 SERIES DESIGNS IN THE URL FIRE RESISTANCE DIRECTORY. THE HOURLY F RATING OF THE FIRE STOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. CABLE CONDUIT SLEEVE THROUGH PENETRATION Earn FIRE STOP SYSTEM FOR 1 HR RATED AND SMOKE TIGHT STUD WALLS NTS F RATING - 1 AND 2HR (SEE ITEM 1) TRATING -OHR SYSTEM No. W-L-3065 A 1U WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400 OR V600 SERIES WALL AND PARTITION DESIGNS IN THE URL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OCD. STEEL STUDS TO BE MIN 2-1/2. WIDE AND SPACED MAX 24" OCD. B GYPSUM BOARD - NOM 5/8 IN. THICK GYPSUM BOARD, WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300, U400 OR V600 SERIES DESIGN IN THE URL FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS 5-1/2 IN. WHEN SLEEVE (ITEM 2) IS EMPLOYED. MAX DIAMETER OF OPENING IS 4 IN. WHEN SLEEVE (ITEM 2) IS NOT EMPLOYED. THE F RATING OF THE FIRE STOP SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. FOR BLOCK WALLS R O FLOOR OR WALL ASSEMBLY - LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. EXCEPT AS NOTED IN TABLE UNDER ITEM 4, MIN THICKNESS OF SOLID CONCRETE WALL ASSEMBLY IS 4-1/2 IN. (114 MM). WALL ASSEMBLY MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS O3 PACKING MATERIAL - POLYETHYLENE BACKER ROD OR NOM 1 IN. (25 MM) THICKNESS OF TIGHTLY - PACKED MINERAL WOOL BATT OR GLASS FIBER INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4) 3A FORMING MATERIAL - AS AN ALTERNATE TO THE PACKING MATERIAL IN ITEM 3, NOM 4 IN. (102 MM) WIDE STRIPS OF MIN 1/2 IN (13 MM) THICK COMPRESSIBLE MAT TO BE STACKED TO A THICKNESS GREATER THAN THE WIDTH OF THE ANNULAR SPACE AND COMPRESSION FITTED, EDGE -FIRST, TO FILL THE ANNULAR SPACE TO A MIN 4 IN. (102 MM) DEPTH. AS AN OPTION, THE STRIPS OF MIN 1/2 IN. (13 MM) THICK COMPRESSIBLE MAT MAY BE FOLDED IN HALF, LENGTHWISE, AND STACKED TO A THICKNESS GREATER THAN THE WIDTH OF THE ANNULAR SPACE AND COMPRESSION FITTED EDGE -FIRST TO FILL THE ANNULAR SPACE TO A MIN 2 IN. (51 MM) DEPTH. TOP OF FORMING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS NECESSARY TO ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL ® FILL, VOID OR CAVITY MATERIAL - CAULK, SEALANT- IN WALL ASSEMBLIES, REQUIRED CAULK THICKNESS TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL, FLUSH WITH WALL SURFACE. AT POINT CONTACT LOCATION BETWEEN PENETRANT AND SLEEVE OR BETWEEN PENETRANT AND CONCRETE, A MIN 1 /4 IN. (6 MM) DIAM BEAD OF CAULK SHALL BE APPLIED AT TOP SURFACE OF FLOOR AND AT BOTH SURFACES OF WALL THE HOURLY F RATINGS AND THE MIN REQUIRED CAULK THICKNESSES ARE DEPENDENT UPON A NUMBER OF PARAMETERS, AS SHOWN IN THE FOLLOWING TABLE: 1A STEEL SLEEVE- NOM 16 IN. (406 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL SLEEVE CAST OR GROUTED INTO WALL ASSEMBLY. SLEEVE MAY EXTEND A MAX OF 2 IN. (51 MM) BEYOND EITHER SURFACE OF WALL AS AN ALTERNATE, NOM 16 IN. (406 MM)DIAM (OR SMALLER) MIN 0.028 (0.71 MM) THICK GALVANIZED SHEET STEEL SLEEVE CAST OR GROUTED INTO WALL ASSEMBLY FLUSH WITH WALL SURFACES. O THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OF TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MAX ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF THROUGH OPENING OR SLEEVE IS DEPENDENT ON THE PARAMETERS SHOWN IN ITEM 4. MIN ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING IS 0 IN. (POINT CONTACT). MAX ANNULAR SPACE TO BE AS SHOWN IN THE TABLE IN ITEM 4. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A STEEL PIPE - NOM 30 IN. (762 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT TUBING. C CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. 2O METALLIC SLEEVE (OPTIONAL) - NOM 4 IN. DIAMETER (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT) OR SCHEDULE 5 (OR HEAVIER) STEEL PIPE OR MIN 0.016 IN. THICK (28 GAL) GALV STEEL SLEEVE INSTALLED FLUSH WITH WALL SURFACES. THE ANNULAR SPACE BETWEEN STEEL SLEEVE AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. WHEN SCHEDULE 5 STEEL PIPE OR EMT IS USED, SLEEVE MAY EXTEND UP TO 8 IN. BEYOND THE WALL SURFACES. O3 CABLES - AGGREGATE CROSS -SECTIONAL AREA OF CABLE IN OPENING TO BE MAX 45 PERCENT OF THE CROSS -SECTIONAL AREA OF THE OPENING. THE ANNULAR SPACE BETWEEN THE CABLE BUNDLE AND THE PERIPHERY OF THE OPENING TO BE MIN 0 IN. TO MAX 1 IN. CABLES TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLE. ANY COMBINATION OF THE FOLLOWING TYPES OF SIZES OF COPPER CONDUCTOR CABLES MAY BE USED: A MAX 7/C No. 12 AWG WITH POLYVINYL CHLORIDE (PVC) INSULATION AND JACKET. B MAX 25 PAIR No. 24 AWG TELEPHONE CABLE WITH PVC INSULATION AND JACKET C TYPE RG/U COAXIAL CABLE WITH POLYETHYLENE (PE) INSULATION AND PVC JACKET HAVING A MAX OUTSIDE DIAMETER OF 1/2 IN. D MULTIPLE FIBER OPTICAL COMMUNICATION CABLE JACKETED WITH PVC AND HAVING A MAX OD OF 5/8 IN. E THROUGH PENETRATING PRODUCTS* - MAX THREE COPPER CONDUCTOR No. 8 AWG. METAL -CLAD CABLE. AFC CABLE SYSTEMS INC F MAX 3/C (WITH GROUND) (OR SMALLER) No. 8 AWG COPPER CONDUCTOR CABLE WITH PVC INSULATION AND JACKETING. ® FILL, VOID OR CAVITY MATERIAL*- SEALANT - FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH EACH END OF THE STEEL SLEEVE OR WALL SURFACE. FILL MATERIAL INSTALLED SYMMETRICALLY ON BOTH SIDES OF THE WALL A MIN 5/8 IN. THICKNESS OF SEALANT IS REQUIRED FOR THE 1 OR 2 HR F RATING. AND ADDITIONAL 1/2 IN. DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED AROUND THE PERIMETER OF SLEEVE ON BOTH SIDES OF THE WALL WHEN SLEEVE EXTENDS BEYOND SURFACE OF WALL HILT] CONSTRUCTION CHEMICALS, DIV OF HILT] INC - CP601 S, CP606 OR FS-ONE SEALANT. * BEARING THE URL CLASSIFICATION MARK BUNDLED CABLES FIRE STOP Earn PENETRATION FOR STUD WALLS NTS 4-1/2 (114) 1/2-6 (13-152) 1-3/8 (35) 1/4 (6) (a) 2 MIN WALL NOM PIPE TUBE MAX ANNULAR MIN CAULK F THICKNESS IN OR CONDUIT DIAM IN SPACE IN THKNS IN RATING HR 2-1/2 (64) 1/2-12 (13-305) 1-3/8 (35) 1/2 (13) 2 2-1/2 (64) 1/2-12 (13-305) 3-1/4 (83) 1 (25) 2 (a) MIN 2 IN (51 MM) THICKNESS OF MINERAL WOOL BATT INSULATION OR FORMING MATERIAL (ITEM 3A) REQUIRED ANNULAR SPACE. (b) MIN 1 IN (25 MM) THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE ON BOTH SIDES OF WALL ASSEMBLY. MIN 1 IN. (25 MM) THICKNESS OF CAULK TO BE INSTALLED FLUSH WITH EACH SURFACE OF WALL ASSEMBLY. rA" CONDUIT FIRESTOP PENETRATION '\E=FOR 1 HR AND 2HR BLOCK WALLS NTS 000000 NEW CABLES AND CONDUITS EXISTING CEILING 4' MINIMUM � MP RY ---► , 3 TO 4 RRI TE BA F TEMPORARY Ems, BARRIER ELEVATION NTS ,�-4'—�� 4'—ter 0 10' 0 PROVIDE SIGNAGE "AUTHORIZED-J PERSONNEL PASSAGE AREA ONLY" (TYPICAL BOTH SIDES) eTEMPORARY �°' BARRIER PLAN VIEW Ms ALL PENETRATIONS SHALL BE 2 HOUR RATED U9 19 6 o C to o 0o � U o WE N 0� Q crl)ON �' N UJ Z M� W U-LL. O Z z J LL Z � Z o V) �J Z N~W z W Q aCz ¢oz 0 � W 3 >- w d- can- -vat W W w c� ,� z W o al: LLj Z a o a z Lb w Z ``' U d wZ a C n W W N ��� 00 9= W �_ >- I U W W dam- `Q.� Ln � 0 �. O a w O J i Z O .�Of REV REV REV 1& GENERAL REV. 02/13/18 AHCA STAGE III MAIL —IN REVIEW 12/26/17 DATE 12/26/17 DRAWN LF/BMA CHKD BY BOB DONNELLY E301 N 0 T S..—. PANEL VOLTAGE 120/208V, 3PH., 4W PANEL EXISTING CRITICAL ESSENTIAL EMERGENCY AIC RATING 10000 MCB NA EC BUS RATING 100 AMP MOUNTING SURFACE MLO 100 AMP LOCATION MAIN ELEC RM -- CKT IDENTIFICATION LOAD CIRCUIT BREAKER LOAD IDENTIFICATION CKT NO. (KVA) TRIP P-OLESff POLES TRIP (KVA) NO. N 0 E S 1 LIGHTING-513,514_,515 - 20 1 1 20 - REFRIGERATOR-513 2 3 5 KEF1 ROOF LIGHTING-526,527 ELECTRICAL MECH... SPARE - 30 1 1 20 - SLICER-513 4 6 - _......_...20 - 20 20 1 2 30 - TOASTER-513 7 1 8 9 REFRIGERATOR-625 NUTRI. PANTRY 1 1 20 1.5 GEN CRANKCASE HEATER -OUT 10 1 11 ICE MACHINE-625 NUTRI. PANTRY -� 20 1 1 1 1 20 - LIGHTING-713,714,715 12 13 15 RECP-526 - - 20 30 20 - RECP-617 NURSE STATION 14 RECP CORR-660,567,561,561,663 1 1 20 - RECP CORR-260,160 16 17A 176 RECP-526 ELECTRICAL ROOM RECP-526 ELECTRICAL ROOM - - 20 2_0 20 1 1 1 1 1 20 - RECP/CORR-660,619,617 18 19 RECP-513 KITCHEN - 1 1 1 20 - LIGHT-725,726,724,722,717,719,721 20 21 RECP-513 KITCHEN - 20 20 20 - - LIGHT CORR-563 22 23 RECP-514 DISH WASHING - - 20 30 1 LIGHTS-528,625,624,623,621 24 25 _ MAF-1 ROOF 1 2 1 1 1 20 - LIGHTS-613,614,615,617,619 26 27 SPRINKLER SYS COMP-605 20 20 20 - - ICE MACHINE-725NUTRITION PANTRY 28 - - - REFRIGERATOR-725 30 NOTES 1. UTIUZE EXISTING CIRCUIT FOR NEW GENERATOR. N PANEL VOLTAGE 120/208V, 3PH., 4W PANEL EXISTING LIFE SAFETY ESSENTIAL EMERGENCY AIC RATING 10000 N MCB NA SQUARED QO EL BUS RATING 100 AMP MOUNTING SURFACE T E MLO_ 10.0_AMP LOCATION MAIN ELEC RM E S CKT NO. T LOAD IDENTIFICATION (KVA) _ CIRCUIT BREAKER LOAD (KVA) IDENTIFICATION CKT N0. S 1 3 5 7 9 11 13 LIGHTING EXITS-601 - B EXITS - SITE LIGHTING POLES - SITE LIGHTING - LIGHTING C6RK-633 - NUC RSE ALL CONTROL PANEL-528 - FIRE ALARM CONTROL PANEL SPARE - TRIP 20 20 20 20 20 20 20 _POLE_ SPOLES TRIP 1 3 20 2.00 -� -- - --- - 1 - - 1 1 20 - 1 _ 1 20 - 1 1 20 - 1 1 1 20 - FREEZER - - EXIT LIGHTS -DINING ROOM LIGHTS EXIT CORR-160,260,660,661 SITE LIGHTING TELE BOARD RECP-527 2 _ 4 6 8 10 12 14 - 15 SPARE - 20 1 1 20 - SOUND AMP-528 16 17 HOSP. COMP - 20 1 1 20 - EXIT KIT HALL 18 1 19 _ GFI AT GENERATOR AND POLE LIGHT 0.30 20 _ 1 1 20 0.50 _ & ARE— GEN. BATTERY CHARGER 20 2_ 21 PHOTO CELL TO CONTRACTOR -ROOF - 20 1 1 20 - SPARE 22 23 SPARE - 20 1 1 20 - SPARE 24 NOTES 1. UTILIZE EXISTING CIRCUIT FOR NEW AFILOCATION AST GENERATOR AND LOCATION AT GENERATOR AND EXISTING POLE LIGHT 2. UTILIZE EXISTING CIRCUIT 3. PROVIDE NEW TYPED DIRECTORY N PANEL VOLTAGE 0 MCB NA T MLO 225A E 120/208V, 3PH., 4W PANEL A2 EXISTING NORMAL BUS RATING 225 AMP LOCATION ELEC RM S CKT IDENTIFICATION NO. 5 - 9 - 11 ------ 13 15 - 17 - 19 - -_ 23. - -__- 25 - _ _27 SPACE 29 SPACE 31 SPACE 33 - 35 - 37 - 39 - 41 - NOTES AIC RATING - MOUNTING - LOAD (KVA) - - CIRCUIT BREAKER LOAD (KVA) IDENTIFICATION - -- - - - - TRIP POLES POLES TRIP 20 1 1 20 - 20 20 1 1 20 - 1 1 20 - 20 1 1 20 - 20 -- 1 1 20 - - - - 20 20 1 1 20 - - 1 1 20 - 20 - 1 1 20 - - - _ . 1 20__.__ - 20 ---_ - - - 20 1 - - - 20 _ 1- _ - - - 20 1 - 1 - - 20 1 - -- - - 1 3 - - 20 2 - 3 - - - - - - 20 - - - 60 3 ,__ - - - 20 1 1-__- ._...1. SPACE N 0 _ E CKT S NO. 2 4 6 8 10 - 12 14 16 -.-20 2_2 24--- 26 28 30 32 36 _ _38 _ 40 . 42. - N PANEL VOLTAGE 120/208V, 3PH., 4W O MCB NA T MLO 2000A E S CKT IDENTIFICATION NO. 1 PANEL Y 3 WATER HEATERS 5 PANEL B 7 PANEL MDP EXISTING NORMAL AIC RATING 100000 N BUS RATING 2000 AMP MOUNTING SURFACE 0 LOCATION MAIN ELEC RM T LOAD CIRCUIT BREAKER LOAD IDENTIFICATION CKT S (KVA) (KVA) - PANEL X PANEL A PANEL C NO. TRIP POLES POLES TRIP - 300 3 3 350 2 4 - 400 3 3 600 - - - 600 3 3 400 6 SHOWN FOR REFERENCE ONLY. NO WORK REQUIRED FOR BREAKERS REFER TO ONE -LINE DIAGRAM N 0 E PANEL VOLTAGE 120/208V, 3PH., 4W MCB NA MLO 1200A PANEL MDPJ NEW NORMAL AIC RATING 65000 BUS RATING 1200 AMP MOUNTING SURFACE LOCATION MAIN ELEC RM N 0 T S CKT NO. IDENTIFICATION LOAD (KVA) CIRCUIT BREAKER LOAD (KVA) IDENTIFICATION CKT NO. S TRIP POLES POLES TRIP 1 MAIN BREAKER - 1200 3 3 30 - SPD 2 3 AT-EM 245 1000 3 3 150 30 ESSENTIAL SYSTEM ATS-LS do ATS-CR 4 5 - - - 3 3 - - - 6 7 - - - 3 3 - - - 8 9 - - - 3 11 3 - - - 10 w c� � z �0 o cm e o U- o N co oN �— r ls'' Z m w LL lJ.l m C a LL O z z g w Z� � W NLLJ J Z g _z�w � o z OD QQ �S- ODO�L1 ¢oz U w rC, w } Z to 4- Nwcr z C/) 0 WW w �CL� Z W o- zwo Z o o Z a LLJ Z W W SOW _) W N w Cl o00 c) w W >- W W E: � � U G W Lo ,�•.....• z Lo Lo �• �� Ld • W V T y W �• Z �A z • �� .. REV REV REV 1A GENERAL REV. 02/13/18 AHCA STAGE III MAIL -IN REVIEW 12/26/17 DATE 12/26/17 DRAWN LF/BMA CHKD BY BOB DONNELLY E400 FEEDER SCHEDULE TAG CONDUCTORS THWN HN COPPER CONDUIT 40 4#8, #10G 3/4" 50 4#6, #10G 1" 60 4#6, #1OG 1" 70 4#4, #8G 1 " 80 4#4, #8G 1 " 10 4#3, #8G 1 1/4" 12 4#1, #6G 1 1/2" 15 4# 1 /0, #6G 2" 17 4#2/0, #6G 2" 0 4#3/0, #6G 2" 22 4#4/0, #4G 2 1/2" 5 4#250MCM, #4G 2 1/2" 3 4#400MCM, #3G 3" 35 4#500MCM, #3G 3 1/2" 4#500MCM, #3G 3 1/2" 60 (2)SETS 4#350MCM, #1G 3" 00 (2)SETS 4#600MCM, 13/OG 4" 00 1000 (2)SETS 4#600MCM, #3/OG 4" (3)SETS 4#400MCM, #3/OG 1 3" 1200 (4)SETS 4#350MCM, #3/OG 1 3" 1 (4)SETS 4#500MCM, #1/OG 1 4" WHERE THE FEEDER SYMBOL IS SHOWN WITH THE SUBSCRIPT "N" THE NEUTRAL CONDUCTOR SHALL BE DELETED FROM THE CONDUCTORS SHOWN IN THE FEEDER SCHEDULE. SUBSCRIPT "G" WITH NO GROUND CONDUCTOR. BREAKER SETTINGS 1200 AMP MAIN SQUARE "D" LTDB = 4 IT OUT = 10 HD ELECTRONIC TRIP 150 AMP ( MSB-5 ) LTPU=MIN IP=MAX GENERATOR LOAD GENERATOR SIZE = 350 KW UTILITY COMPANY PEAK DEMAND = 275 KW NO LOAD ADDED DEMAND LOAD = 275 KW 764 AMPS CONNECTIONS REQUIRED AS PART OF THE CONNECTIONS TEMPORARY QUICK CONNECT TRANSFORMER 400 AMP 120/208V, 4#500 MCM CABLES PROTECTED IN CONDUIT 10ml 0l�AWE:I►I�:�folf 120 KW �1 G REMOVE EXISTING X/ BOND AND GROUND ROD CONNECTION. RUN NODE O ETS-EM FEEDER N GROUND TO GROUND 0 G BUS EXISTING 6 SETS OF (3)400 MCM, 4/ON, 3 1 /2"C TO BE REMOVED FAULT CALCULATIONS STARTING ENDING NODE LENGTH I SCA CQ CABLE CONSTANT f FACTOR m FACTOR I SCA LOCATION 1 - 55600 - - - - - - UTILITY CO. 1 TO O 25 55600 4 350 CU 19703 0.146861177 0.871945114 48480 TRANS TO MDP1 Q TO 3Q 20 49187 4 350 CU 19703 0.030733173 0.970183193 47035 MDP1 TO ATS-EM 9TO O 10 49187 4 350 CU 19703 0.11926723 10.893441685 1 42023 1 ATS-EM TO MDP NEW ATS-EM NEW MDP1 EXISTING ATS-EL ATS-EC PANEL EL ' RC EXISTING PANEL EC ME l- EXISTING PANEL ,ELECTRICAL ROOM NEW ATS-1 EXISTING PANEL A2 MAIN ELECTRICAL ROOM •• 'A %/H////i6GI//idI//ID•///% EXISTING WH NODE EXISTING MDP 2000A 120/208V 30 4W 100000 AIC 300A/3P 350A/3P Y��1 2�-�X 400A/3P 600A/3P WH-�-_3 4 `�-A 60OA/3P 5 6 40OA/3P I I I B --�-� C (3)500 MCM, 4/0 N, #3G, 3"C PANEL X PANEL C PANEL B PANEL Y PANEL K EXISTING EXISTING PANEL PANEL X1 X2 (3)350 MCM, 4/0 N, #3G, 3"C EXISTING EXISTING PANEL PANEL Cl C2 REMOVE 4#2. UTILIZE #6 G 2 SETS (3)300 NORMAL AND 2"C FOR NEW 4#1/0 MCM, 4/0 N, POWER # 1 G, 2 1 /2"C F I I I I I I NODE I I © I EXISTING EXISTING EXISTING EXISTING 1100AF PANEL PANEL PANEL 170AT Al A2 EL I L 4"X4"X4' WIREWAY NEW 4#1/0, #6G- i161( (3)500 MCM, 4/0 N, #3G, 3"C EXISTING EXISTING PANEL PANEL K1 K2 (3)300 MCM, 3/0 N, #4G, 2 1/2"C EXISTING EXISTING PANEL PANEL B1 B2 EXISTING EXISTING PANEL PANEL Y1 Y2 2 SETS (3)300 MCM, 4/0 N, I (3)300 MCM, 3/0 N, #1G, 2 1/2"C #4G, 2 1/2"C ALL ELECTRICAL IS EXISTING UNLESS NOTED AS NEW OR REQUIRED FOR A COMPLETE INSTALLATION 4#6, #10G, 1"C 4#6, #10G, NODE 5Q EXISTING 100AF 70AT ATS-EL 70 AMP 3P 100000 AIC EXISTING 4#6, #10G, 1 "C EACH _ NEW TRANSFER SWITCH _ _ _ _ _ _ ATS-EM NEW NORMAL 4P 1200 AMP EXTERIOR I I NODE U3 SWITCH 65000 AIC MDP j NODE 2O 1 I I 4 3 2 r I C 150A C 1000A 30AC 1200A N 3P 3P 3P 3P I G MAIN I Box #1 SPD I 1200 711- 1200 I -- QAND5 ---f GROUND ( _� EA POWER ONE -LINE DIAGRAM Ms 4#6, #10G, 1 "C 4#6, #10G, NODE 7O NODE EXISTING EXISTING 100AF 100AF EXISTING 70AT 7 70AT PANEL EC ATS-EC L 70 AMP 3P 4"X4"X4' 100000 AIC WIREWAY 4#6, #10G, 1 "C EXISTING EACH NEW 4#1/0, #6G 150 F - - - - - - BOND THE NEUTRAL AT THE GENERATOR EMERGENCY STOP I GENERATOR TO ESTABLISH A SEPARATELY DERIVED SYSTEM ES I II - IATON EATO LGE 2/0 TO / NEW 350 KW ELECTRONIC TRIP 1200AMP AND 150AMP I 100 AND 850 LIGHTNING EATON LGE BREAKERS. I PROTECTION 1200A PROVIDE AMP SENTRY I SYSTEM G 550 CONTROLLER LOCATED ON :15:0150A •% I THE GENERATOR I I NEW 2/0 I I I FRAME GROUND NEW 2/0 BOND I ACCESS BOX 4 TO SERVICE I ACCESS BOX 3 ENTRY GROUND 150 I 120o I 3/4"C TO THE I ANNUNCIATOR DERANGEMENT PANEL LOCATED AT THE NURSE STATION EXTERIOR NEW GENERATOR o w c� u�0 U J r- W , N mz Q C) (N r W Z MLw CL O zz LLI N ? n Z w z�w Q Llaz 0 L� Ls z Ln w�w � J- Z W J �NWz `i z Nwo "J W w cD Li ZLuo Z WW n- w w Z Z oo� O C� ��N Q Z w W zaLw aCE (P) W N lLlL V) O U 0000 oz¢ WW>_ I wow REV REV REV L GENERAL REV. 02/13/18 AHCA STAGE III MAIL -IN REVIEW 12/26/17 DATE 12/26/17 DRAWN LF/BMA CHKD BY BOB DONNELLY E500 EXISTING 30 KW GENERATOR EXISTING EMERGENCY POWER DEMOLTION DINING $ ACTIVITIES ROOM I ELECT. ROOM PRIVATE_, 7 CORRIDOR SEMI-pRIV SEMI -PRIVATE SEW -PRIVATE EQUIP. TOIL TOIL �X7 TOIL TDw ATE SEW -PRIVATE -PRIVATE SEMF PRIVATE - SEMhPRNA -S_TE_L 310 308 306304 302 300 BATH 0 0 PORCH 0 SMALL DINING ROOM TOIL TOIL TOIL NUTRITION MECH ROOM CORRIDOR CENTRAL CORRIDOR PHASE(D JAW - NURSING SOILED TOIL T -TOIL - - STATION �� PRIVATE SEMI-PRfV SEMI- SEMI3PRNATE _-_307SEMI�PRNATE TOIL ATE SEMI-PRIVSEMI-PRIVATE OFFICE MED313TOIL3D9 PREP 11TILTIY TOIL TOIL TOIL CLEAN -' SEMI -PRIVATE TOILET 400 - PRIVATE SPECIAL NOTES A THE CONTRACTOR SHALL HAVE ALL CONSTRUCTION PERSONNEL TAKE PART IN A TRAINING SESSION FOR CONDUCTING OPERATIONS WITHIN THE FACILITY. ALL CONSTRUCTION WORKERS SHALL BE PROPERLY DRESSED IN COMPANY LOGO ATTIRE, BADGED WITH PICTURED IDENTIFICATION AND SHALL CONDUCT OPERATIONS WITHIN THE CODES AND REGULATIONS REQUIRED BY THE HEALTH CARE FACILITY AS WELL AS STATE REQUIREMENTS. B REFER TO SPECIFICATION REQUIREMENTS FOR ALL REQUIRED INSURANCE AND FORMAL DOCUMENTATION REQUIRED BY THE OWNER. C ALL LIFE SAFETY AND EMERGENCY REQUIREMENTS SHALL BE ACTIVE AT ALL TIMES. TRANSFER OF LOADS SHALL BE DONE IMMEDIATELY. LIFE SAFETY SHUT -DOWN OF MAIN SHALL BE DONE WITHIN 8 HOURS A COORDINATED FORMAL FIRE WATCH SHALL BE DONE. D PHASE PLANNING 1 PHASES MAY BE COMBINED BASED UPON PROPER PROTECTION, VENTILATION AND COORDINATION WITH THE ADMINISTRATOR AND PROJECT MANAGER REGARDING BUILDING FUNC110NS AND OPERATION, HOWEVER MCA INSPECTION IS REQUIRED AS NOTED. 2 THE INTENT OF THE PHASING INDICATED IS TO PROVIDE RENOVATION WHICH ALLOWS THE CURRENT FUNCTIONS TO EXIST OR TO BE RELOCATED AT THE DESIGNATED AREA NOTED. COORDINATE WITH ARCHITECTURAL PLANS 3 PROVIDE TEMPORARY POWER TO MAINTAIN NEGATIVE PRESSURIZATION WHERE CONSTRUCTION DUST OR AIR BORNE DEBRIS OCCURS. POWER SHALL CONSIST OF A GFI RECEPTACLE AND A 120 VOLT SUPPLY. COORDINATE LOCATIONS WITH THE MECHANICAL PLANS E ALL PHASING SHALL BE COORDINATED WITH THE ICRA PLAN AND ALL RELATED PROCEDURES ANISTING FEEDER, CIRCUITS D ANNUNCIATOR WIRING ® R O • U6 E DEMOLITION PLAN E6 1� REMOVE THE EXISTING GENERATOR AND THE CONCRETE BASE. SPECIFIC CIRCUITS AND CABLES MAY BE UTILIZED FOR THE NEW GENERATOR AS NOTED. 0 REMOVE THE EXISTING LIFE SAFETY LIGHT. THE EXISTING CIRCUIT SHALL BE UTILIZED FOR THE NEW LIFE SAFELY LIGHT O3 REMOVE THE EXISTING BATTERY LIGHT. THE EXISTING CIRCUIT SHALL BE UTILIZED FOR THE NEW BATTERY LIGHT ® REMOVE THE EXISTING POWER DISCONNECT SWITCHES AND JUNCTION BOXES. THE EXISTING LOCATION INCLUDING THE FEEDER CONDUIT AND THE 120 VOLT CIRCUITS SHALL BE UTILIZED FOR THE NEW GENERATOR. COORDINATE WITH THE NEW GENERATOR LOCATION AND THE NEW CAST GRADE JUNCTION BOX LOCATIONS A TEMPORARY GENERATOR WILL BE PROVIDED. THE GENERATOR SHALL BE SUPERVISED BY USING THE EXISTING ANNUNCIATOR. THE TEMPORARY GENERATOR SHALL BE REMOVED UPON MCA 100% INSPEC110N APPROVAL OF THE NEW GENERATOR © REMOVE THE EXISTING GROUND ROD AND CONDUCTOR. 401 SEMI -PRIVATE SEMI -PRIVATE 402 403 TOILET TOILET LET TOILET SEMI -PRIVATE 405 SEMIPRIVATE SEMI -PRIVATE SEMI -PRIVATE 406 - - 407 TOILET TOILET TOILET TOILET SEMI -PRIVATE 408 - SEW -MATE ;409 ,II SEMI -PRIVATE SEMI -PRIVATE 410 - 411 TOILET TOILET TOILET TOILET ' SEMI -PRIVATE SEMI -PRIVATE 412 413 JAN MECH Roots r—� 414 415 PHASING NOTES 1D PROVIDE TEMPORARY GENERATOR AND CONNECTIONS. Efl DEMOLISH THE GENERATOR AND ITEMS INDICATED ON THE GENERATOR DEMOLITION PLAN. PROVIDE A NEW PAD AND WIRING EXTENSIONS. ® INSTALL THE NEW GENERATOR. Q INSTALL LIGHTING, RECEPTACLE, EMERGENCY STOP, GROUNDING AND LIGHTNING PROTECTION. © PROVIDE A MCA 80% INSPECTION. PROVIDE FINAL CONNECTIONS AND A MCA 100% INSPECTION. IF ❑ ❑ ❑ ❑ PORCH LOUNGE VISORS RECEPTION ADMISSIONS jj CORRIDOR OFFICE II HUMAN RESOURCES 0 DINING KITCHEN VENDING 0 «i OFFICE WsMEN' - WOMEN'S TOIL T �� — — ROOM MECHANICAL. ELEC TRICAL ROOM PHASE O 0 NEW GENERATOR---\ PHASE (j) CORRIDOR FOOD STORAGE SUPPLY CENT. PHASE P 0 PORCH TOIL THERAPY SPEECH do OCCUPATIONAL OFFICE LINEN SOILED L'l J HtPIiRCRON LAUNDRY RRI JA ITOR GE CENTRAL ELEC IYASASHINNGG HEATER WATER MECH. LAUNDRY DRYING -UTILITY PRIVATE ROOM I I 100 —U TOIL SEMI -PRIVATE 102 TOIL TOIL SEMI -PRIVATE 104 �. THERAPY ROOM " WATER ED. SPEECH ROOM mlL PRIVATE 99 GENERAL NOTES 1 ICRA REQUIREMENTS SHALL BE AS REQUIRED BY THE OWNER'S ICRA REPORT INCLUDING CONTRACTOR DIRECTIVES. 2 THE ICRA NEGATIVE EXHAUST MACHINES. SEALED NEGATIVE EXHAUST ENCLOSURES SHALL NOT BE REQUIRED. NO MAJOR CUTTING WORK WILL OCCUR. 3 PROVIDE A HEPA FILTER AT THE MAKE-UP AIR INTAKE LOCATED NEAR THE NEW GENERATOR AND WALL INSTALLATION. CORRIDOR TOIL _� TOIL TOIL / TOIL CENTRAL -- SE%PRNATE SEMI -PRIVATE SEMI -PRIVATE SEMI -PRIVATE SEMI -PRIVATE SEMI -PRIVATE BATH 201 203 205 _ 207 209 _ 211 SEMI -PRIVATE • ��..,, � j�ORAGE SmwATOIL � /� Toll ' '�To� MECH (�13 ODOR - —� CORRIDOR NURSES - �� _ JAN STATION TOIL TOIL - TOIL SEMI -PRIVATE PREP TOI1 11FFICE SEMI -PRIVATE SEW -PRIVATE SEMI -PRIVATE SEMI -PRIVATE SEMI-PRIVATEW-PRIVATE 212 MED TOIL 204 TOIL 208 TOI 210 TOIL 202 206 ` TOIL _; L _ :L_ SEMI -PRIVATE 101 SEMI -PRIVATE �1 103 TOIL ===1 4=r7olL SEMI -PRIVATE 105 - SEMI' ATE CORRIDOR SEMI -PRIVATE 107 TOIL TOIL - TOIL - TOIL -' SEMI -PRIVATE ` 108 SEMI -PRIVATE 109 SEMI -PRIVATE LL SEW -PRIVATE TOIL " TOIL TOIL TOIL SEMI -PRIVATE SEW -PRIVATE 112 113 MECH ToLL. ^' JANr- ROOMr� TOIL 114 115 .-CRA, PHASING AND DEMOLITION PLAN PHASING NOTES 1 PROVIDE TEMPORARY MEANS TO EXHAUST ALL AIRBORNE DEBRIS WHERE REQUIRED. A HEPA VACUUM SHALL BE USED TO CUT NEW BOX OPENINGS AT EXISTING WALLS WHERE THE AREA IS OCCUPIED. WORK WITHIN THE DESIGNATED PHASE. ALL CONSTRUCTION SHALL BE PROPERLY SEALED AND SECURED FOR NON AUTHORIZED ACCESS WHERE NECESSARY. 2 PROVIDE NECESSARY DUST CONTROL PER ICRA REQUIREMENTS. ALL CONSTRUCTION AREAS SHALL HAVE NEGATIVE EXHAUST PRESSURIZATION CONSTANT VOLUME WHERE CUTTING, PATCHING OR DEBRIS WILL OCCUR. THIS SHALL BE ACCOMPLISHED UTILIZING HEPA VACUUM DEVICES FOR DUST COLLECTION. 3 PROVIDE ALL WORK WITHIN THE DESIGNATED PHASE WHICH IS REQUIRED BY ADJACENT PHASES. PLAN WORK TO ALLOW WORK IN PROTECTED AREAS ONLY. 4 COMPLY WITH ALL ICRA REQUIREMENTS FOR DUST MITIGATION AND MATERIAL HANDLING 5 CABLING WORK ABOVE CEILING WHERE NOTED SHALL NOT EXCEED 10 FEET OF OPEN CEILING. PROVIDE TEMPORARY BARRIER FOR EACH 10' SECTION AS DETAILED. PROVIDE A PERSON TO DIRECT CORRIDOR PASSAGE FOR NON AUTHORIZED PERSONNEL 6 NO RESIDENT SHALL BE PRESENT BELOW OR AROUND CONSTRUCTION WORK. PLAN ALL WORK IN ACCORDANCE WITH THE ON GOING BUILDING OPERATION AND FUNCTIONS. ICRA NOTES Q ALL CONSTRUCTION AREAS SHALL HAVE NEGATIVE EXHAUST PRESSURIZATION CONSTANT VOLUME. THE INTENT IS THAT NO CONSTRUCTION DEBRIS SHALL BE EXHAUSTED INTO THE EXISTING EXHAUST DUCT OR INDUCED INTO ANY RETURN OR SUPPLY DUCTS. CUTTING OF THE OPENINGS AND DEMOLITION SHALL UTILIZE LISTED HEPA FILTER VACUUM DEVICES TO CONTAIN ALL DEBRIS WHEN CUTTING. 0 CORRIDOR WORK AREA SHALL ONLY HAVE 10' OF TILES REMOVED AT A TIME. 3� THE NEW ANNUNCIATOR AT THE NURSE STATION SHALL BE COORDINATED WITH THE OWNER'S DIRECTIONS AND THE ENGINEER'S PLANS ® PROTECT ALL EXISTING ELECTRICAL TO REMAIN IN THE CORRIDOR AND ALL OTHER AREAS WHERE DUST AND DEBRIS OCCURS. 5 PROVIDE BARRIERS IN CORRIDORS FOR ALL WORK ABOVE THE CEILING. REFER TO DETAILS ON E301 AND SPECIFICATIONS. © REFER TO THE ICRA REPORT FOR ALL REQUIRED CLEANING, TESTING, DOCUMENTATION AND ALL AHCA REQUIRED INFORMATION. PHASES PHASE INSTALL A 30 DAY RECORDING AMMETER ON THE EXISTING MDP. RECORD READINGS AT 10 MINUTE INTERVALS. FOR THE FIRST 28 DAYS. THEN INCREASE TO 5 MINUTE INTERNALS FOR THE LAST TWO DAYS -THE LAST TWO DAYS MUST OCCUR ON A WEEK DAY PHASED PROVIDE A TEMPORARY GENERATOR AND FUEL FOR THE POWER SUPPLY TO THE ESSENTIAL EMERGENCY ELECTRICAL SYSTEM. LOCATE THE GENERATOR AS REQUIRED SO THAT IT WILL NOT INTERFERE WITH THE PROPOSED NEW ELECTRICAL WORK AND ANY EXISTING BUILDING FUNCTIONS. THE TEMPORARY GENERATOR IS ONLY FOR POWER SHUTDOWN TRANSITION. REMOVE THE EXISTING GENERATOR AFTER MCA APPROVAL PHASE(j) PREPARE SITE FOR NEW CONDUITS AND GENERATOR. PROVIDE NEW CONDUITS. PROVIDE NEW CONDUIT STUBBED INTO THE EXISTING BUILDING AND STUBBED UP AT THE PAD AND NEW SERVICE EQUIPMENT PHASE(a) INSTALL THE NEW GENERATOR AND SERVICE EQUIPMENT INCLUDING ALL WORK AT THE GENERATOR AREA. CONNECTIONS TO THE EXISTING CANNOT BE DONE UNTIL AN MCA 80% INSPECTION AND ACCEPTANCE. PEE® STUB FEEDERS INTO THE EXISTING BUILDING AT THE POINTS OF CONNECTION IN ORDER TO EXPEDITE THE TRANSFER AND PERMANENT CONNECTIONS AFTER THE MCA 80% INSPEC110N APPROVAL. PHASE® NSTALL REMOTE ANNUNCIATOR AND CABLES. PHASED THE CONTRACTOR SHALL PROVIDE AN INSPECTION OF THE GENERATOR, EQUIPMENT AND CONNECTIONS. PROVIDE A CHECK OUT MEMO TO THE GENERATOR MANUFACTURERS REP AS REQUIRED. SCHEDULE AND ATTEND A MCA 80% INSPECTION. THE GENERATOR MANUFACTURER MUST DEMONSTRATE ALL ALARMS PHASE® UPON MCA APPROVAL AND PERMISSION TO CONNECT TO THE BUILDING, THE CONTRACTOR SHALL PROVIDE ALL PERMANENT CONNECTIONS. PROVIDE A FACTORY SUPERVISED 2 HOUR CERTIFIED LOAD TEST USING THE ACTUAL BUILDING LOAD. RECORD ALL DATA AT 5 MINUTE INTERVALS. REFER TO SPECIFICATION TESTING SECTION PHASED THE CONTRACTOR SHALL SECURE A LOCAL PERMIT FINAL APPROVAL, FIRE MARSHAL ASSIGNED INSPECTION AND SCHEDULE A AHCA 100% INSPECTION. OBTAIN A MCA 100% INSPECTION APPROVAL PHASE 10 THE CONTRACTOR SHALL PROVIDE ALL CLOSE OUT DOCUMENTS AND FINAL APPROVALS, AS -BUILT DOCUMENTS ETC. DEMOLITION NOTES 1� THE EXISTING GENERATOR SHALL BE REMOVED. COORDINATE WITH THE OWNER'S REP PRIOR TO REMOVAL. OREMOVE THE EXISTING ANNUNCIATOR AFTER THE PROJECT IS 100% ACCEPTED BY MCA. REMOVE THE FEEDERS TO ATS-LS AND ATS-CR. SEE ONE -LINE DIAGRAM. OREMOVE SECTION OF SECONDARY SERVICE. THIS SHALL BE DONE BY THE UTILITY COMPANY AND COORDINATED BY THE CONTRACTOR. O REMOVE THE X/O GROUNDED NEUTRAL AT MDP AFTER COMPLETION OF NEW X/O AT THE NEW MDP1. $m4 O ct W C7 Z Q IN U O �� U o WE 0 N as Q O N Z LLJ m� Wcr) W m oa �LLOz L] � J Lu LL Z� Z Nwz J Z8 z�W I � W W O F- z Q O Z 0W Lo r- W 3J _I Z NWZ � Z WW L�1 C r) CL Z W � W O Z Z OFz- uj c� z W Z �cx o� W W �� Z = LLJ N o 0M0 o z QD o a I- W w �- I w CL LJ U F�d 'o O�.•� �• �ii% v Lu U LtJ CL J : uJ ��% %T Q • Z = p F- w cs' �.• z m • O REV REV REV 1& GENERAL REV. 02/13/18 AHCA STAGE III MAIL -IN REVIEW 12/26/17 DATE 12/26/17 DRAWN LF/BMA CHKD BY BOB DONNELLY E600