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HomeMy WebLinkAbout1401 W Seminole Blvd 08-1287 (a)PERMIT" ' DATE; VICINITY MAP � OrMER, Hospital Corporation of America ELECTrUCAL PENINSULA ENGINEERING, INC. EB 0003089 SITE PLAN & G.I.S.LOCATOR 62 cma ID4 E APPLICABLE CODES AND STANDARDS: DRAWING INDEX C-0 COVER SHEET LS01 FIRST FLOOR LIFE SAFETY PLAN Florida Building Code 2004 with 2005 & 2006 revisions Chapter 419 Healthcare Chapter 11 Florida Accessibility Code for Building Construction NFPA 101 — Life Safety Code — 2003 Chapter 18 & 19 — New & Existing Healthcare Florida Administrative Code FAC Chapter 59A-3 State Fire Prevention Code 2004 & 2005 Revisions FAC Chapter 69A-3 Department of Community Affairs Florida Board of Building Codes and Standards Interim life Safety Measures — ISLM Accreditation Manual for Hospitals, Plant Technology, and Safety Management (1992) Underwriters Laboratories (UL) Fire Resistance Directory, 2003 Edition OCC:L .Y - Pj6ff =W& AIM) W -PA - BUTM KBOALTH CAS t 2016 ALDEN ROAD ORLANDO, FL 32803 TEL 407.246.1 688 FAX 407.246.1664 PEIPN 07440/41 0 F I � I -M f C pzz PERMIT #�- DATE: ��� C-0 DECEMBER 129 2007 ,der ELECTRICAL EO.1 SYMBOLS, DETAILS, SPECS AND NOTES — ELECTRICAL E1.1 LOCATION PLAN FIRST FLOOR GROUNDING AND ICRA FORM E1.2 LOCATION PLAN SECOND FLOOR GROUNDING E1.3 LOCATION PLAN THIRD FLOOR GROUNDING E1.4 EXISTING ELECTRICAL ROOM DETAILS E1.5 ELECTRODE GROUNDING SYSTEM — ELECTRICAL E1.6 DETAILS — ELECTRICAL E1.7 EXISTING NORMAL POWER RISER SERVICE #1 E1.8 EXISTING EMERGENCY POWER RISER GENERATOR #1 E1.9 EXISTING NORMAL POWER RISER SERVICE #2 E1.10 EXISTING EMERGENCY POWER RISER GENERATOR #2 E2.0 LOCATION PLAN FIRST FLOOR CHILLER #1 AND TVSS E2.1 DEMOLITION PLAN CHILLER #1 — ELECTRICAL E2.2 RENOVATION PLAN CHILLER #1 — ELECTRICAL E2.3 PANEL SCHEDULE CHILLER #1 AND TVSS — ELECTRICAL E2.4 PANEL SCHEDULES CHILLER #1 UPGRADE — ELECTRICAL E2.5 EXISTING NORMAL POWER RISER DIAGRAM SERVICE #1 E2.6 RENOVATION NORMAL POWER. RISER DIAGRAM SERVICE #2 Florida Building Code 2004 with 2005 & 2006 revisions Chapter 419 Healthcare Chapter 11 Florida Accessibility Code for Building Construction NFPA 101 — Life Safety Code — 2003 Chapter 18 & 19 — New & Existing Healthcare Florida Administrative Code FAC Chapter 59A-3 State Fire Prevention Code 2004 & 2005 Revisions FAC Chapter 69A-3 Department of Community Affairs Florida Board of Building Codes and Standards Interim life Safety Measures — ISLM Accreditation Manual for Hospitals, Plant Technology, and Safety Management (1992) Underwriters Laboratories (UL) Fire Resistance Directory, 2003 Edition OCC:L .Y - Pj6ff =W& AIM) W -PA - BUTM KBOALTH CAS t 2016 ALDEN ROAD ORLANDO, FL 32803 TEL 407.246.1 688 FAX 407.246.1664 PEIPN 07440/41 0 F I � I -M f C pzz PERMIT #�- DATE: ��� C-0 DECEMBER 129 2007 ,der PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB VOICE 40 .089246.1688 FAX 407.246.1664 http: //www.petfla.com E—Mail to: pei®peffla.com Copyright — All ideas, designs, methods and plans 'indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &pyright 2005 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. 3 O N J / Of W O U / U a) W O �t r O f` O / 0 O O E z E U O w 0 E .21 5:, M 0 a E U O E 0 rn a; I Do O O N Lf7 N C a -o a� UJ 0 J C Q) E U U O n J W W W � L Wr^— J � J z Q Q W[L O W U_ a Z \\ O V/ O Cn Q =�U -�O CIO�J p W W cy) 0 Cc Cn Q cd U O Z J L — r 10 Q U. Z —D W W O J .�a C: aEr U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB N0. 07440 SHEET 3 7 170 wl 0 r - i U 0 d- r - i 0 r` i r_ 0 0 N 0 CL E 0 M L, - G) E U 0 0 M 0 C/3 E s, M 0 CL a) E I U 0 0 E 0 0 0 1 00 0 0 N N C 0 -a 0 W 0 J 1= a) E 0 0 SYSTEM NO. W -L-1001 SYSTEMF RATINGS -(10 RLY 2, E3 AND 4 HR (SOEE147) 1 EMS 2 AND 3) T RATINGS - 0, 1, 2, 3 AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT L RATING AT 400 F - LESS THAN 1 CFM/SQ FT SECTION A -A I WALL ASSEMBLY THE 1, 2, 3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 H FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN WIDE BY 1-3/8 IN DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. 2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL 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. A. STEEL PIPE - NOM 24 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE - NOM 24 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE. C. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. D. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. F. THROUGH PE &-MTINQ PRODUCT* - THE FOLLOWING TYPES OF STEEL FLEXIBLE METAL GAS PIPING MAY BE USED: 1. NOM 2 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. OMEGA FLEX INC. 2. NOM 1 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. T REEL EX CORP. A BUNDY CO. 3. NOM 1 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. WARD MFQ INC. 3. FILL VOD - OR CAVITY MATERIAL* CAULK OR SEALANT - MIN 5/8. 1-1/4,11-7/8 AND 2-1/2 IN. THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL. MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX PIPE OR CONDUIT DIAM N. F RATING HR T RATING HR 1 1 or 2 0+, 1 or 2 1 3or4 3or4 4 1 or 2 0 6 3or4 0 12 1 or 2 0 + WHEN COPPER PIPE IS USED, T RATING IS 0 HR. 3M COMPANY - CP 25 WB+ CAULK OR FB -3000 WT SEALANT. *BEARING THE UL CLASSIFICATION MARKING NOTE. CONTRACTOR SHALL PROVIDE A UL LISTED 3M FIRE SEALANT OR APPROVED EQUAL. ABOVE DRAWING REPRESENTS A 3M PRODUCT AND ITS INSTALLATION. MATERIAL IS TYPICAL OF ONE METHOD OF FIRE PROTECTION AND IT'S INSTALLATION. CONTRACTOR SHALL CONFIRM WITH 3M (MINNESOTA MINING & MFG. CO.) OR APPROVED EQUAL FOR THE EXACT MATERIAL, REQUIREMENTS, AND INSTALLATION INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION. THE CONTRACTOR SHALL PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST. SYSTEM NO. CAJ1027 (FORMERLY SYSTEM NO. 202) F RATINGS - 3 HR T RATING - 0 HR SECTION A -A 1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. THICK LIGHT WEIGHT OR NORMAL WEIGHT (100- 150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF THROUGH OPENING IS 12-1/4 IN. SEE CONCRETE BLOCKS (CAZT) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2 THROUGH PENlETAANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MIN ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF OPENING IS 0 IN. (POINT CONTACT). MAX ANNULAR SPACE IS DEPENDENT ON PIPE, CONDUIT OR TUBING TYPE AND SIZE AS WELL AS THE F RATING OF THE SYSTEM, AS SHOWN IN THE TABLE BELOW. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE - NOM 10 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT - NOM 6 IN. DIAM OR SMALLER RIGID STEEL CONDUIT. C. CONDUIT - NOM 4 IN. DIAM OR SMALLER STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. D. COPPER TUBING -NOM 3 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E COPPER PIPE - NOM 3 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. F. IRON PIPE - NOM 10 IN. DIAM (OR SMALLER) CAST OR DUCTILE PIPE. PIPE CONDUIT OR TUBING TYPE MAX NOM PPE CONDUIT OR TUBING DIAM, N. F RATING HR MAX ANNULAR SPACE K AorF 10 3 34 B 6 3 3/4 C 4 3 1-1/2 D AND E 3 3 3/4 D AND E 1 3 1 2 7/8 3. FILL, VOID, OR CAVITY MATERIALS* - PUTTY - MOLDABLE PUTTY MATERIAL KNEADED BY HAND AND APPLIED TO FILL ANNULAR SPACE TO A MIN DEPTH OF 1 IN., FLUSH WITH TOP SURFACE OF FLOOR. IN WALL ASSEMBLIES, REQUIRED PUTTY THICKNESS TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL MINNESOTA MINING & MFG. CO. - MPS -2+. *BEARING THE UL CLASSIFICATION MARKING NOTES CONTRACTOR SHALL PROVIDE A UL LISTED 3M FIRE SEALANT OR APPROVED EQUAL. ABOVE DRAWING REPRESENTS A 3M PRODUCT AND ITS INSTALLATION. MATERIAL IS TYPICAL OF ONE METHOD OF FIRE PROTECTION AND IT'S INSTALLATION. CONTRACTOR SHALL CONFIRM WITH 3M (MINNESOTA MINING & MFG. CO.) OR APPROVED EQUAL FOR THE EXACT MATERIAL, REQUIREMENTS, AND INSTALLATION INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION. THE CONTRACTOR SHALL PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST. ELECTRICAL SPECIFICATIONS DIVISION 16: SECTION 16000 - GENERAL PROVISIONS A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. INCLUDE NECESSARY FEES AND PERMITS WITHIN BASE BID. B. CODES AND STANDARDS 1. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS WHICH GOVERN THE WORK. 2. THE APPLICABLE GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS SHALL CONSIST BASICALLY OF, BUT NOT LIMITED TO, THE FOLLOWING (LATEST EDITIONS): 3. NFPA-70-2005, NATIONAL ELECTRICAL CODE. 4. NEPA-99-2002, STANDARD FOR HEALTH CARE FACILITIES 5. NFPA-101 (2003), LIFE SAFETY CODE. 6. NFPA-110 (2002, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. 7. NFPA 241 (2000), STANDARD FOR SAFEGUARDING BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. 8. CHAPTER 780, LIGHTNING PROTECTION CODE (2004). 9. 69A-60, F.A.C., STATE FIRE PREVENTION CODE (2004) & 2005 REVISIONS. 10. NFPA-72-2002, NATIONAL FIRE ALARM CODE. 11. 2004 FLORIDA FIRE PREVENTION CODE & 2005 REVISIONS AND THE CURRENT ADOPTED CODES AND STANDARDS BY THE STATE OF FLORIDA. 12. 2006 GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES. 13. FLORIDA BUILDING CODE 2004 CHAPTER 419. 14. FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT (OCTOBER 1, 1993) AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS (JANUARY 1, 1994). 15. LATEST EDITION OF ALL OTHER NFPA ARTICLES NOT LISTED, AS ADOPTED BY THE STATE FIRE MARSHALL. 16. REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 WITH REVISIONS. 17. AMERICANS WITH DISABILITY ACT, JANUARY 26, 1992. 18. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL ANSI STANDARDS ADOPTED BY THE GOVERNING AUTHORITY. THIS INCLUDES BUT IS NOT LIMITED TO SPECIAL REQUIREMENTS FOR FIRE ALARM, ELEVATORS AND HANDICAP PERSONS. 19. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPLICABLE GOVERNING AUTHORITIES, LAWS, ORDINANCES, CODES, RULES, REGULATIONS AND STANDARDS. WHERE DISCREPANCIES OCCUR, NOTIFY THE ARCHITECT/ENGINEER, IN WRITING, AND ASK FOR INTERPRETATION A MINIMUM OF TEN DAYS PRIOR TO THE BID OF THE CONTRACT DOCUMENTS. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR SHALL MEET THIS INTENT. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR WORK REQUIRED FROM INTERPRETATIONS OF DISCREPANCIES AFTER THE BID. C. PERMITS AND INSPECTIONS: OBTAIN AND MAKE ALL PAYMENTS FOR PERMITS AND INSPEC11ONS REQUIRED. AT THE COMPLETION OF THE PROJECT AND BEFORE FINAL ACCEPTANCE OF THE ELECTRICAL WORK, PROVIDE EVIDENCE OF FINAL INSPECTION AND APPROVAL BY THE AUTHORITIES HAVING JURISDICTION. D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS, E. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. F. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION IS NOT ACCEPTABLE. G. ELECTRICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL, MECHANICAL., PLUMBING AND FIRE PROTECTION DRAWINGS FOR ESTIMATING AND CONSTRUCTION OF THIS PROJECT. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR CONNECTING AND ENERGIZING EQUIPMENT SHOWN ON THOSE DRAWINGS WILL NOT BE RECOGNIZED. ELECTRICAL CONTRACTOR SHALL COMMUNICATE DISCREPANCIES TO ENGINEER PRIOR SUBMITTING A BID. H. PROVIDE TEMPORARY POWER AND LIGHTING. INCLUDE PERMITS AND UTILITY COMPANY FEES FOR TEMPORARY SERVICES WITHIN BASE BID. I. CONTRACTOR SHALL SCHEDULE ALL DOWN-TIME WITH THE OWNER PRIOR TO BEGINNING THE WORK. PREMIUM/OVERTIME RATES MAY BE REQUIRED AND MUST BE INCLUDED IN BASE BID. J. CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN CONFLICTS ARISE WITHIN CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SUBMITTING A BID. SUBMISSION OF A BID SHALL INDICATE THAT CONTRACTOR THOROUGHLY REVIEWED CONSTRUCTION DOCUMENTS. K. WHEN ENGINEER IS NOT AVAILABLE, OR TIME DOES NOT PERMIT, CONTRACTOR SHALL INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE BID. L. CONTRACTOR SHALL COORDINATE WITH U1ILITY COMPANY AND TELECOMMUNICATION COMPANY FOR LOCATIONS AND REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. M. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MANUFACTURERS, SUB CONTRACTORS, VENDORS, AND SUPPLIERS, WITH A COPY OF THESE SPECIFICATIONS. N. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND PROPERLY CORRECT LATENT DEFECTS ARISING WITHIN THIS PERIOD UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE WITHOUT ADDITIONAL COMPENSATION. 0. DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM ELECTRICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK, LEAVE THE PREMISES "BROOM CLEAN" INSOFAR AS AFFECTED BY ELECTRICAL WORK. P. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AT LEAST 10 DAYS PRIOR TO BID DATE. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECT THE INSTALLATION, OPERATION, PERFORMANCE, QUALITY OR LONGEVITY OF THE ELECTRICAL SYSTEMS AS DEFINED HEREIN, SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR WITH NO ADDITIONAL COST TO THE CLIENT, IN ADDITION, ELECTRICAL CONTRACTOR SHALL PROVIDE THE ENGINEERING WITH PHOTOMETRIC FLOOR PLANS FOR ANY LIGHTING FIXTURES CHANGES FOR APPROVAL AT LEAST 10 DAYS PRIOR TO BID DATE. SECTION 16050 - BASIC MATERIALS AND METHODS A. RACEWAYS AND FITTINGS: ALL RACEWAYS AND FITTINGS SHALL BE GALVANIZED RIGID STEEL OR INTERMEDIATE METAL CONDUIT WITH LOCKNUTS AND BUSHINGS, WITH THE EXCEPTION THAT WHERE SPECIFICALLY ALLOWED BY THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. ELECTRICAL METALLIC TUBING (E.M.T) MAY BE USED FOR ALL INTERIOR EXPOSED AND CONCEALED WORK WHERE IT IS NOT SUBJECT TO PHYSICAL DAMAGE OR CORROSION. FITTINGS SHALL BE STEEL SET SCREW TYPE. NO PVC, BX OR MC CABLE ALLOWED. INSTALL EXPANSION FITTINGS IN RACEWAYS EVERY 200' LINEAR RUN OR WHEREVER STRUCTURAL EXPANSION JOINTS ARE CROSSED. B. CONDUCTORS: FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE (#12 UNLESS OTHERWISE NOTED) THWN COPPER. NO ALUMINUM SHALL BE PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE. INSTALL ALL WIRING IN CONDUIT OR APPROVED RACEWAYS UNLESS OTHERWISE INDICATED. PROVIDE #10AWG FOR BRANCH CIRCUITS OVER 100 FEET IN LENGTH TO ACCOUNT FOR VOLTAGE DROP. PROVIDE #10 GROUND TO CORRESPOND. ALL BRANCH CIRCUITS SHALL CARRY A GROUNDING EQUIPMENT CONDUCTOR, AND BE WIRED WITH COLOR- CODED WIRE WITH THE SAME COLOR USED FOR A PHASE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOWS: 120/240 VOLT 10: PHASE A - BLACK: PHASE B - RED NEUTRAL - WHITE; GROUND - GREEN. 120/208 VOLT 30: PHASE A - BLACK: PHASE B - RED; PHASE C - BLUE; NEUTRAL - WHITE; GROUND - GREEN. 277/480 VOLT 30: PHASE A - BROWN; PHASE B - ORANGE; PHASE C - YELLOW; NEUTRAL - LIGHT GREY; GROUND - GREEN. C. FINAL CONNECTIONS TO MOTORS OR EQUIPMENT SUBJECT TO VIBRATION SHALL BE MADE UP WITH GREENFIELD IN DRY LOCATIONS AND WITH JACKETED, LIQUID- TIGHT, FLEXIBLE, GALVANIZED STEEL CONDUIT IN WET OR DAMP LOCATIONS. LOCATE ALL DEVICES AND EQUIPMENT WHERE SHOWN ON DRAWINGS. ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE FROM FINISHED FLOOR TO THE CENTER OF THE DEVICE UNLESS OTHERWISE INDICATED. STANDARD MOUNTING HEIGHTS ARE AS FOLLOWS: DEVICES HEIGHT AFF AT DEVICE CENTER 1. ELECTRICAL OUTLETS 18" 2. ELECTRICAL OUTLETS ABOVE COUNTER 42" 3. TELEPHONE 18" 4. WALL TELEPHONE 54" 5. LIGHT SWITCHES 46" 6. THERMOSTATS SEE MECH SPECS 7. FIRE ALARM DEVICES - 80" TO BOTTOM OF GLASS/& PER LATEST ADA REGULATIONS 8. DISCONNECT SWITCHES 60" TO TOP 9. PANELBOARDS 72" TO TOP 10. EXIT SIGNS AS NECESSARY 11. SPECIAL DEVICES AS NECESSARY D. DISCONNECT SWITCHES: HEAVY DUTY, FUSED OR NON-FUSED AS CALLED FOR ON PLAN DRAWINGS. PROVIDE SOLID NEUTRAL CONNECTION WHERE REQUIRED. USE NEMA -1 INDOORS AND NEMA -3R OUTDOORS. ALL DISCONNECT SWITCHES SHALL BE PROVIDED WITH GROUND KIT. E. PROVIDE PANELBOARDS OF THE DEAD FRONT TYPE, NO LESS THAN 20 INCHES WIDE AND 5 3/4 INCHES DEEP WITH QUANTITY OF BRANCH CIRCUITS/CIRCUIT BREAKERS AS INDICATED ON THE PANELBOARD SCHEDULE WITH THE VOLTAGE. PHASE AND AMPERE RATING AS REQUIRED. ALL PANELBOARDS SHALL HAVE PHASE SEQUENCE CIRCUITS AND BOLT -ON CIRCUIT BREAKERS. MAIN BREAKERS SHALL BE MOLDED CASE. CIRCUIT BREAKERS FEEDING HVAC LOADS SHALL BE HACR TYPE. TYPEWRITTEN PANEL DIRECTORIES SHALL BE PROVIDED AT COMPLETION OF THE PROJECT. F. ELECTRICAL CONTRACTOR SHALL REVIEW ONE LINE POWER RISER DIAGRAM IN CONJUNCTION WITH SWITCHGEAR MANUFACTURER REPRESENTATIVE TO CROSS REFERENCE POWER RISER WITH PANEL SCHEDULES AND VERIFY VOLTAGES, AMPS, LUGS SIZES/ NUMBER AND CABINETS DIMENSIONS PRIOR TO SUBMITTING A BID. G. EXERCISE CARE IN CONNECTING THE VARIOUS ELECTRICAL LOADS TO THE PANELS IN ORDER TO ARRIVE AT A REASONABLE BALANCE BETWEEN LOADS IN EACH PHASE AT EACH PANEL. MAKE TESTS AND ADJUST LOADS AT EACH PANEL TO RESULT IN REASONABLY BALANCED LOAD CONDITION. SATISFACTORY TO THE UTILITY COMPANY. ENGINEER, OWNER AND INSPECTION AGENCIES DOCUMENT ALL SAID LOAD ADJUSTMENTS. H. MANUFACTURERS: BASE OF DESIGN IS SQUARE D. I. MATERIALS SHALL BE NEW AND UNUSED AND THE CATALOGUED PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH MATERIALS. THE MATERIALS SHALL BE OF THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATION REQUIREMENTS. J. LIGHTING FIXTURES SHALL BE AS SHOWN ON THE DRAWING AND SHALL BE FURNISHED WITH LAMPS INSTALLED. CLEAN, RELAMP AND REFURBISH AS REQUIRED FOR LIGHT FIXTURES THAT ARE ETR OR NL. K. ALL GROUNDING SHALL CONFORM TO ARTICLE 250 OF THE NEC REQUIREMENTS. IN ADDITION THERETO AS IMPOSED BY THE DRAWINGS AND THE LOCAL CODE ENFORCEMENT AUTHORITIES HAVING JURISDICTION. WHEN THE WATER MAIN METAL PIPE IS USED AS A SUPPLEMENTAL ELECTRODE, CONNECTION SHALL BE MADE WITHIN 5 FT. OF POINT OF ENTRANCE OF PIPE INTO THE BUILDING. CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALL BE MADE BY MEANS OF EXOTHERMIC WELD. L. FIREPROOF ALL OPENINGS ON FIRE RATED WALLS BY AN UL APPROVED SYSTEM. M. PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT STUB -UP TO ACCESSIBLE CEILING FOR TELEPHONE, TV AND DATA OUTLETS. PROVIDE INSULATING BUSHINGS AT BOTH ENDS AND PULL STRING. N. FURNISH FOR REVIEW AND APPROVAL FIVE (5) COPIES OF OR NUMBER REQUIRED BY LOCAL JURISDICTION. CUT SHEETS AND SCHEDULES FOR ALL PANELBOARDS, LIGHT FIXTURES, TRANSFORMERS AND ELECTRICAL EQUIPMENT IN A 3 -RING BINDER WITH A FRONT PAGE FOR EACH CATEGORY WITH SPACE FOR ENGINEER'S STAMP AND COMMENTS. 0. CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED USING APPROVED FIRE SAFEING COMPOUND. REFER TO LIFE SAFETY FLOOR PLAN FOR LOCATION OF FIRE RATED PARTITIONS. P. CABLES NOT ENCLOSED IN CONDUITS WITHIN CEILING SPACES SHALL BE AIR PLENUM RETURN FIRE RATED AND MEET THE REQUIREMENTS OF SECTION 602 OF F.M.C. Q. PROVIDE DISK FILE ON CAD 2000 RELEASE WITH "AS BUILT' ELECTRICAL DRAWINGS AT THE COMPLETION OF THE PROJECT. R. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. S. ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS FOR DEVICES EXACT LOCATIONS, MOUNTING HEIGHTS AND QUANTITIES PRIOR TO BID AND PRIOR TO ROUGH -IN. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. T. FINAL QUANTITY OF EXIT AND EMERGENCY LIGHTS TO BE DETERMINED BY FIRE MARSHALL. INCLUDE CONTINGENCY FOR 2 ADDITIONAL EXIT LIGHTS AND 2 ADDITIONAL EMERGENCY. U. PROVIDE SWITCHBOARDS WITH THE VOLTAGE AND AMPERE RATINGS FOR THE MAIN BREAKER, THE MAIN BUS AND THE FEEDER BREAKERS AS INDICATED ON THE ONE -LINE POWER RISER DIAGRAM. 1. BUS BARS OF SILVER-PLATED COPPER OR TIN-PLATED ALUMINUM. 2. MOLDED CASE BREAKERS FOR THE MAIN AND FEEDERS. 3. BUS BARS OF SILVER-PLATED COPPER OR TIN-PLATED ALUMINUM. 4. PROVISIONS FOR PAD LOCKING THE CIRCUIT BREAKER HANDLES ON THE "ON" AND "OFF" POSITION. 5. PROVIDE RUBBER INSULATION FLOOR MAT IN FRONT OF SWITCHBOARD FOR ENTIRE LENGTH OF CENTER AND 4 FEET WIDE. V. SWITCHBOARDS, MOTOR CONTROL CENTERS AND TRANSFORMERS SHALL BE MOUNTED ON 4" THICK CONCRETE HOUSEKEEPING PADS. HOUSEKEEPING PADS SHALL EXTEND AT LEAST 2" BEYOND ALL SIDES, FRONT AND BACK OF THE EQUIPMENT EXCEPT WHERE EQUIP. EXTENDS TO WALLS. EXTENSIONS BEYOND SIDES OF THE EQUIPMENT SHALL BE BEVELED. W. ELECTRICAL CONTRACTOR MAY COMBINE CIRCUITS IN A COMMON RACEWAY AS LONG AS CONDUCTORS ARE DERATED AS PER NEC. SHARED NEUTRAL SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED. X. ELECTRICAL CONTRACTOR SHALL INCLUDE TRENCHING AND BACKFILLING, CORE DRILLING, CUTTING AND PATCHING FOR THE INSTALLATION OF HIS/HER WORK WITHIN BASE BID. Y. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR TO FINAL ACCEPTANCE. Z. SERVICE LATERALS THAT ARE NOT ENCASED IN CONCRETE AND THAT ARE BURIED 18 IN. (457 MM) OR MORE BELOW GRADE SHALL HAVE THEIR LOCATION IDENTIFIED BY A WARNING RIBBON THAT IS PLACED IN THE TRENCH AT LEAST 12 IN. (305 MM) ABOVE THE UNDERGROUND INSTALLATION. AA. REVIEW AND COORDINATE WITH DIV. 15 DRAWINGS FOR EQUIPMENT, CONDUIT, DEVICES, ETC., REQUIRED FOR A COMPLETE AND OPERATING HVAC SYSTEM. BB. PROVIDE BACK BOXES AND RACEWAY FOR DOOR ACCESS CARD READERS AND ELECTRIC STRIKES AS PER SECURITY CONTRACTOR DIRECTIONS. PROVIDE 120VAC TO EACH ELECTRIC STRIKE DOOR LOCATION AND TO ACCESS CONTROL SYSTEM PANEL. ACCESS CONTROL SYSTEM MUST DEACTIVATE OR OPEN ANY DOOR LOCKING MECHANISM AND REMAIN IN FAIL SAFE POSITION WHENEVER FIRE ALARM SYSTEM IS ACTIVATED OR BUILDING POWER FAILS. PROVIDE "PUSH -TO -EXIT" PUSHBUTTON AND MOTION DETECTOR AT EACH ACCESS DOOR LOCATION. INTERLOCK WITH FIRE ALARM SYSTEM. CC. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. DD. ELECTRICAL CONTRACTOR SHALL FILL UTILITY SERVICE INFORMATION FORMS AND BUILDING DEPARTMENT ELECTRICAL PERMIT FORMS. EE. PROVIDE AND INSTALL PHASE LOSS PROTECTORS WITH AUTO RESET FOR ALL 10 AND 30 EQUIPMENT SHOWN ON MECHANICAL PLANS THAT HAVE AT LEAST 2 HOT CONDUCTORS. SEE DIAGRAMS, THIS SHEET. HOSPITAL SPECIAL REQUIREMENTS: 1. NOTIFY HOSPITAL PROJECT COORDINATOR WHEN PROJECT IS TO COMMENCE & PROVIDE PROPOSED PROJECT SCHEDULE. 2. MEET WITH AND REVIEW PROGRESS OF CONSTRUCTION & AS -BUILT RECORD DRAWINGS WITH (& AT A FREQUENCY SET BY) HOSPITAL PROJECT COORDINATOR. 3. PROVIDE WRITTEN NOTIFICATION TO HOSPITAL PROJECT COORDINATOR OF 11MES & DATES FOR BUILDING INSPECTIONS OR REVIEW OF CONSTRUCTION BY AUTHORITIES HAVING JURISDICTION. 4. PROVIDE COMPLETED HOSPITAL ENGINEERING DEPARTMENT EQUIPMENT REGISTRATION FORMS FOR ADDITION, DELETION, RELOCATION OR PROVISION OF NEW ELECTRIC CIRCUITS, ELECTRICAL PANELS, VALVES OR OTHER EQUIPMENT. BLANK FORMS ARE AVAILABLE FROM HOSPITAL ENGINEERING DEPARTMENT. 5• COMPLY WITH HOSPITAL ENGINEERING DEPARTMENT STANDARDS FOR EQUIPMENT / POWER PANEL / SYSTEM PANEL / DISCONNECT NAMEPLATING, PIPE LABELING, & VALVE TAGGING. 6. MAKE CONNECTIONS TO EXISTING SYSTEMS AT APPROVED TIMES MINIMIZING DURATION OF INERRUP11ON TO EXISTING SERVICES. OBTAIN WRITTEN APPROVAL FOR 11ME & DURATION OF A SCHEDULED SHUTDOWN FROM HOSPITAL ENGINEERING DEPARTMENT. 7. COMPLY WITH HOSPITAL POLICIES AND PROTOCOLS FOR CONSTRUCTION AND INFECTIOUS CONTROL. COORDINAE WITH HOSPITAL. 8. HOSPITAL SHALL SUBMIT COPIES OF THEIR CONSTRUCTION STANDARDS AND INFECTIOUS CONTROL RISK ASSESSMENT TO AHCA FOR REVIEW. 9. FIRE ALARM AND SMOKE DETECTION SYSTEMS SHALL ALWAYS BE ACTIVE. HEADS MAY BE COVERED DURING HOURS OF CONSTRUCTION BUT THE COVERS SHALL BE REMOVED AT THE END DAY. IF THIS IS IMPOSSIBLE, THEN INSTALL A FIRE WATCH TILL THESE SYSTEMS ARE ACTIVE. 10. IF THE FIRE ALARM OR SPRINKLER SYSTEMS IS OUT OF SERVICE FOR ANY EXTENDED PERIOD OF TIME (I.E. GREATER THAN FOUR HOURS) THEN A FIRE WATCH SHALL BE INSTALLED. SEE NEPA 101 ITEM 9.6.1.8 AND 9.7.6. 11. DOCUMENT THE TYPE OF FIREPROOFING METHOD BEING UTILIZED ON THE STRUCTURAL FRAME FOR THESE AREAS UNDER RENOVATION, (I.E. SELF PROTECTING, SPRAY -ON FIRE PROOFING, OR MEMBRANE). A. SELECT THE FIRE RATING FOR THE SPRAY -ON FIREPROOFING FOR TYPICAL UL ASSEMBLY (I.E. COLUMNS AND BEAMS) IN CASE PATCHING IS REQUIRED. B. IF A FIRE RATED MEMBRANE IS BEING EMPLOYED, DOCUMENT ITS UL LISTED ASSEMBLY. 12. NO ITEMS OR MATERIALS SHALL BE STORED IN THE EXIT DISCHARGE OR PATH TO THE PUBLIC WAY. 13. THE EXIT ACCESS CORRIDOR SHALL REMAIN OPEN AND ACCESSIBLE AT ALL TIMES. 14. ANY DAMAGE FOUND TO EXISTING WALLS, SHALL BE REPAIRED TO THEIR ORIGINAL FIRE RESISTANT CONDITION. EXISTING SUBSCRIPT LEGEND: ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED, IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT TO REMAIN. ERL EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION AND EXTEND EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. NL NEW LOCATION OF EXISTING DEVICE/LIGHT. PROVIDE EXTENSION OF EXISTING CONDUIT AND WIRING AS REQUIRED. (PROVIDE NEW SWITCHING AS INDICATED) R EXISTING DEVICE/LIGHT TO BE REMOVED. WHERE EXISTING EQUIPMENT TO REMAIN IS FED VIA EXISTING EQUIPMENT TO BE REMOVED, PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT. RPL EXISTING DEVICE/LIGHT TO BE REPLACED. EXISTING CIRCUIT WIRING TO REMAIN. REFER TO RENOVATION PLAN FOR MORE INFORMATION. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS ELECTRICAL SYMBOL LEGEND: (NOT ALL SYMBOLS USED ON THIS PROJECT) = ❑ TO NORMAL CIRECESSED FLUORESCENT LIGHT FIXTURE FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT M ® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT X13 ti<, FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT i --o I-- STRIP FLUORESCENT LIGHT FIXTURE - CEILING, WALL MOUNTED 0 9 INCANDESCENT, HID OR COMPACT FLUORESCENT FIXTURE - CEILING MOUNTED, WALL MOUNTED ® �EXIT SIGN FIXTURE, SHADED QUADRANT INDICATES FACE, WITH ARROWS AS SHOWN ON PLAN - CEILING MOUNTED, WALL MOUNTED $ $2$3$4 1 -POLE, 2 -POLE, 3 -WAY, 4 -WAY SWITCH $T BYS SIVE NS RASWITCH,N INC.OPY #WSD -PDT-VNRATOR W(COLOR ALL TCH SENSOR BY ARCHITECT) VANDAL RESISTANT W/O SWITCH - 1 20/277VAC- (CHOI CE COLOR) 0 03 04 INCANDESCENT DIMMER SWITCH, 1 -POLE, 3 -WAY, 4 -WAY SWITCH $M $MP $WP MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; "P" INDICATES PILOT LIGHT; WP INDICATES WEATHERPROOF 0000 DUPLEX RECEPTACLE AT 18", ABOVE COUNTER AT 42", C�f,G CEILING MOUNTED, GROUND FAULT TYPE, ISOLATED GROUND 0 00 TYPE, WEATHERPROOF TYPE, SIMPLEX (AS NOTED) 0+ (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18", ABOVE COUNTER AT 42" X)�X 1 -POLE, 3 -WAY, 4 -WAY SWITCH (RED), DIMMER CONNECTED TO CITICAL CIRCUIT DUPLEX RECEPTACLE (RED DEVICE) CONNECTED TO CRITICAL CIRCUIT DUPLEX RECEPTACLE (RED DEVICE) MOUNTED ABOVE COUNTER CONNECTED TO CRITICAL CIRCUIT DOUBLE DUPLEX RECEPTACLE (RED DEVICES) CONNECTED TO CRITICAL CIRCUIT DOUBLE DUPLEX RECEPTACLE (RED DEVICES) MOUNTED ABOVE COUNTER CONNECTED TO CRITICAL CIRCUIT ® El [a SPECIAL MOUNTED RECEPTACLE AS NOTED, PUSHBUTTON AS NOTED, TELE -POWER POLE w-\ © FINAL CONNECTION TO EQUIPMENT ❑J QJ tea[ JUNCTION BOXES, MOTOR, TRANSFORMER ®101® FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER ®10 OR CONTACTOR, COMBINATION STARTER/DISCONNECT, ENCLOSED CIRCUIT BREAKER ® 120/208 OR 120/240V PANELBOARD ® 277/480V PANELBOARD ® SYSTEMS CABINET FLUSH MOUNTED, SURFACE MOUNTED (AS NOTED) TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM ® RACEWAY � CONNECTION TO GROUND W P TELEPHONE OUTLET AT 18% WALL TELEPHONE OUTLET AT ®®VV 54", ABOVE COUNTER, PAY TELEPHONE OUTLET. PROVIDE 4" SQ. BOX AND 3/4" RACEWAY (WITH INSULATING BUSHING) TO ACCESSIBLE CEILING COMPUTER OUTLET, COMPUER OUTLET 48", PHONE DATA V V 0 PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT (WITH INSULATING BUSHING) TO ACCESSIBLE CEILING ® TELEVISION OUTLET AT 18" (UNLESS NOTED OTHERWISE) R R-- SMOKE DETECTOR, SMOKE DUCT DETECTOR Q VOLUME CONTROL QS SPEAKER 01 HEAT DETECTOR 3& DUCT DETECTOR REMOTE INDICATOR LIGHT ® AHU/EXHAUST FAN SHUTDOWN RELAY, 24V DC [F MANUAL PULL STATION, FLUSH M4 HORN AND STROBE LIGHT, FLUSH MOUNTED 00 WALL/CEILING MOUNT STROBE © VOICE EVAC SPEAKER 4 VOICE EVAC SPEAKER AND STROBE LIGHT, FLUSH MOUNTED EH DOOR HOLDER TS TAMPER SWITCH FS FLOW SWITCH BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IAI"-� IN WALL, SLASH MARKS INDICATE NUMBER OF CONDUCTORS, LONGER SLASH IS NEUTRAL, (GROUND WIRE NOT SHOWN). 2 #12, 1 #12 GROUND IN A 3/4" CONDUIT MINIMUM (UNLESS OTHERWISE NOTED OR MARKED). QUANTITY OF ARROWS INDICATE QUANTITY OF HOMERUNS TO PANELBOARD. PROVIDE EQUIPMENT GROUNDING CONDUCTOR IN ALL BRANCH CIRCUITS. !V--'*,,, BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND. ELECTRICAL SYMBOL LEGEND NOTES: 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDED FOR ALL DEVICES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. 2. SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE 20A MINIMUM. ALL RECEPTACLES IN PATIENT CARE AREAS SHALL BE HOSPITAL GRADE 20A MINIMUM UNLESS OTHERWISE NOTED. ALL NORMAL DEVICES TO BE IVORY (COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER) AND ALL CRITICAL DEVICES TO BE RED. 3. COORDINATE ALL LOCATIONS, HEIGHTS AND COLORS WITH ARCHITECTURAL DRAWINGS/DIAGRAMS PRIOR TO ROUGH IN. 4. ALL COVER PLATES SHALL BE SATIN STAINLESS STEEL ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. 5. PROVIDE A PULL STRING IN ALL EMPTY CONDUITS. 6. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. 7. JUNCTION BOXES SHALL NOT BE MOUNTED TO THE PARTITION TOP PLATE. 8. PROVIDE ACOUSTICAL FOAM AND SEALANT AT ALL DEVICES ON DEMISING PARTITIONS. IF PARTITION IS FIRE RATED, PROVIDE FIREPROOF COMPOUND ON BACK AND SIDES OF THE BOX OR 5 SIDED WITH APPROVED MATERIAL AS REQUIRED. 9. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. WHERE WALLS AND PARTITIONS ARE REQUIRED TO HAVE A MINIMUM OF 1 -HOUR FIRE -RESISTANCE RATING, BOXES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24" INCHES OR PROTECTED WITH UL LISTED PUTTY PADS. GENERAL NOTES FOR RENOVATION: 1. EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED PROPERLY FOR NEW WORK MAY BE REUSED FOR NEW DEVICES AND WIRE. 2. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 3. INSTALL A BLANK COVER PLATE WHERE REQUIRED. 4. VISIT THE JOB SITE PRIOR TO BIDDING TO VERIFY ALL ACTUAL CONDITIONS. 5. REMOVE EXISTING POWER, LIGHTING, SYSTEMS, MATERIAL AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. A. REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE REQUIRED TO REMAIN ACTIVE FOR THE FACILITY TO BE FULLY FUNCTIONAL. 6. WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, ALL BRANCH CONDUITS, WHICH NO LONGER ARE IN SERVICE, SHALL BE REMOVED. PENETRATIONS SHALL BE SEALED TO MEET WALL RATING. IF, IN THE COURSE OF THE WORK, OUTLETS ARE COVERED UP TO OTHERWISE RENDERED INACCESSIBLE, ALL WIRING TO SAME SHALL BE REMOVED TO THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE IS INTERRUPTED THEREBY, IT SHALL BE RECONNECTED BY THE MOST INCONSPICUOUS MEANS SO AS TO REMAIN IN OPERATION, WITH SAME CAPACITY AS BEFORE. ALL BUILDING SURFACES DAMAGED, AND OPENINGS LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR. ALL HOLES LEFT IN JUNCTION BOXES, SWITCHES, PANELS, ETC. SHALL BE CLOSED. 7. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE OWNER. ALL OTHER SALVAGE AND DEBRIS SHALL BE REMOVED FROM THE PREMISES DAILY. 8. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS AND FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHIECT/ENGINEER, MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID, AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 9. WHERE NEW OPENINGS ARE CUT AND CONCEALED CONDUITS, ETC., ARE ENCOUNTERED, THEY SHALL BE REMOVED OR RELOCATED AS REQUIRED. WHERE CONDUIT TO BE REMOVED STUBS THROUGH FLOORS, WALLS, AND CEILINGS SUCH CONDUIT SHALL BE REMOVED TO THE POINT WHERE THE FINISH SURFACES CAN BE PATCHED ADEQUATELY SO THAT NO EVIDENCE OF THE FORMER INSTALLATION REMAINS. ELECTRICAL CONTRACTOR SHALL FIRE PROOF ANY WALL OPENINGS ON FIRE RATED WALLS. REFER TO BUILDING STANDARDS FOR METHOD TO BE USED. 10. THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION REQUIRED TO ACCOMMODATE THIS PROJECT WHETHER INDICATED ON DRAWINGS, OR DIRECTED IN THE FIELD. 11. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING. 12. ELECTRICAL CONTRACTOR SHALL TRACE BRANCH CIRCUITS OF EXISTING PANELS TO IDENTIFY CIRCUIT BREAKERS SERVING REMODELED AREA. CIRCUIT BREAKERS BEING USED TO SERVE EXISTING SPACES SHALL REMAIN UNTOUCHED. 13. PROVIDE TYPED, UPDATED PANEL DIRECTORIES FOR EXISTING AND NEW PANELS USED IN THIS PROJECT. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION IS NOT ACCEPTABLE. 14. EXISTING OUTLETS, CONDUIT, WIRE AND EQUIPMENT WHICH DOES NOT INTERFERE WITH THE CONSTRUCTION OF THE PROJECT SHALL REMAIN UNTOUCHED. 15. AREAS AFFECTED BY CONSTRUCTION SHALL BE CONTACTED FOR COORDINAl10N OF WORK PRIOR TO RENOVATION. 16. JUNCTION BOXES, CONDUIT, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. 17. CONDUIT RUNS SHALL HAVE SWEEP RADIUS BENDS. 18. CONDUIT SHALL NOT BE RUN IN STAIRWELLS. 19. MAINTAIN SEGREGATION OF ALL POWER TYPES, DO NOT COMBINE BRANCHES. 20. USE A MINIMUM 2#12, 1#12 GND-3/4"C. UNLESS OTHERWISE NOTED. 21. FOR ALL MEDICAL GAS, FIRE ALARM, POWER PANELS. DISCONNECTS AND EQUIPMENT, PROVIDE AN ENGRAVED TAG WITH PANEL DESIGNATION. FOR POWER PANELS, DISCONNECTS AND EQUIPMENT, PROVIDE PROPER VOLTAGE, PHASE, WHERE FED FROM AND THE TYPE OF POWER (NORMAL, CRITICAL, EQUIPMENT OR LIFE SAFETY). COLORS OF EACH POWER TYPE ARE AS FOLLOWS: NORMAL POWER = BLACK FIELD WITH WHITE LETTERS CRITICAL POWER = ORANGE FIELD WITH WHITE LETTERS EQUIPMENT POWER = GREEN FIELD WITH MITE LETTERS LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS FIRE ALARM = RED FIELD WITH WHITE LETTERS NOTE: THE CONDUITS, FITTINGS & J -BOXES MUST BE SPOT PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR SCHEDULE ABOVE OR PER HOSPITAL STANDARDS. 22. ABANDONED LOW VOLTAGE CABLES WITHIN CEILING SPACES SHALL BE REMOVED AS PER ARTICLE 725.61 (A) OF THE NFPA-70. 23. DEVICES LOCATED IN RATED WALLS (REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF REED WALLS) SHALL BE PROPERLY PROTECTED AS REQUIRED BY LOCAL CODES. PROVIDE 5 SIDED OF J -BOXES OR PUDDY PACKS AS NECESSARY. 24. EXISTING TO REMAIN FIXTURES, SPEAKERS, CONDUITS, J -BOXES, CABLES (TELE/DATA, NURSE CALL, COMPUTER, ACCESS CONTROLS ETC.) LOCATED IN WALLS OR ABOVE THE CEILINGS IN THE WORK AREA SHALL BE PROPERLY SUPPORTED PER NEC, NFPA, AND ALL STATE, FEDERAL AND LOCAL CODES AND REVISIONS. PROVIDE LABOR AND MATERIAL AS REQUIRED. POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. DRAWING INDEX SHEET NUMBER SHEET NAME EO.1 SYMBOL LEGEND, GENERAL NOES AND DETAILS E1.1 LOCATION PLAN FIRST FLOOR GROUNDING AND ICRA FORM E1.2 SECOND FLOOR LOCATION PLAN E1.3 THIRD FLOOR LOCATION PLAN E1.4 ENLARGED ROOM LAYOUT E1.5 GROUNDING RISER DIAGRAM E1.6 DETAILS ELCTRICAL E1.7 NORMAL RISER DIAGRAM SERVIDCE #1 E1.8 EMERGENCY RISER DIAGRAM SERVIDCE #1 E1.9 NORMAL RISER DIAGRAM SERVIDCE #2 E1.10 1 EMERGEMCY RISER DIAGRAM SERVIDCE #2 E2.0 LOCATION PLAN CHILLER #1 E2.1 DEMOLITION PLAN CHILLER #1 E2.2 RENOVATION PLAN CHILLER #1 E2.3 PANEL SCHEDULE E2.4 PANEL SCHEDULE E2.5 EXISTING RISER DIAGRAM CHILLER #1 E2.6 I RENOVATION RISER DIAGRAM CHILLER #1 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.peiflo.com E -Mail to: pei®peifla.com Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. @.pyright 2005 "7 /1" /jl� Z11 e �'Sx, Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. VJ J UQ WU_ CL a: VJ �U �W � J QW W I Q co ��^^� W V, I - JO MO z W �0 >- Z CD Q z '' -...,O O 0)V, I- O U) Q =�U ---�O clj >_ J C W W " O Ir-^ a V, M OC c0 (.50 z J L. T 0 Es LL Z CC DW tt0J a:J A` T� W O Mr U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E001 3 w I O v r 0 U a) 0 O ch t\ O O CD r` N O rL E 0 Z O li C a) E Z3 U O 0 W 0 E .a 5, M a� 0 C a) E 7 U O E 0 d- 0 0 I ao 0 0 N L6 N 0 -o a� w .) 0 J E Z3 U O r_') LOCATION PLAN FIRST FLOOR GROUNDING SCALE:1 "=20' 0" KITCM KEYED NOTES: O PROVIDE A NEW JOSLYN LOAD TRACK LTE SERIES TVSS FOR THE FACP. CONTRACTOR SHALL FIELD VERIFY EXACT REQUIREMENTS AND VERRY PART NUMBERS PRIOR TO ORDERING. CONNECTIONS SHALL BE PER MANUFACTURERS SPECIFICATIONS. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB #089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.peiflo.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &-yright 2005 P l• 1 / �J �1 Bryan G. Spangler, PE, FL Reg. No. 64601 J These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. ItIllaw z z Infection I Istructton Permtt �+�it`rlllit r ia.t3Ct Location or 'oti!$truction Stan $GB: a PtSD Oct +Coatxlinator, Estimated pion: Corltmetorpmform ori a Permit Expiration Dater Su ervisor. rete t►cne. Y@S iN0 CONSTRUCTION ACT[VRY Yids NO INITCrION COMMOL RISK GROVIS TY Aa to Invsuiveaetty GROUP� Rim 'tYPlt Jl :Small sale, short dutadaa, GROUP 2:madlunt R. kk mdm to hl vols U I YAB C. Activity Wfidni s modwo to Nth Itvots or GROUP 3: MadfwMila & ulm rwor 1 work:hi ieltm 'tYPR Ii: Malar donolon and t wittuaW activities e ivs work shins GROUP 4; Hiariost Bisalt I H LASS t L l wWx wc?k by ttwttoods to ralmlpllits rohina due riot I 3, Mingo DmWition for Rom min 004ftodon operations. 3. tmroadtatt#y lappa Sty celft tits d4lated be vow Ct.ASS N[ t. !'rov{detWive mini to phavotst alx~borne dost ftam into mrrmphorlo, gCcataln consthuWm Wage betors in 144 ly Z'. W IN work es to ctx>t t duet while outdng. b, $ at unused doors with duct resits. 7. What z red r � wilh HBpA fih ted vsouata C 01ock afl and seal #1 vent,*. S. wipe surras es with tbinietum beforrr leavlag work am a. PiU* dust met at Sltrwtce orui exit 6t WeA Ips. ti. Remove or 100111111 HVAC ays"Th In arm whtft *Wk t. is wn infliction contrci OM-0Won condruotim bogins, CLASS tel 2. ltntlata HVAC systsm In ares whore "A It being &-A* to 4. Vaonlmn work with HbPA slittdod vaoan= PIVY contamtnatlotfbrthoductsyswn, L 7. Wet map with d{ sinkum 5. Ramey# hnier istr 144cmilwtytarsN j= Camplsts 011 Critical baMsm or lrrrpternant Control oety 0100md i;oiio ooAmcdon bopint,, apmadin3 ofdln and debtla meoistad with cmuttucttan. Oats 4. MAInWn Wi alt within work atm ut{!tt►nd 9, Ccttutitt consouctim wants before inti" in dilitlycovered emilainsm uIVpq testion Iaisist H6PA squigpod atr tiltrs�on vn{b, S. 0 oat rttnovs barrim tient work arca ants ie io. Coves hupt � teaeptaclss Ot carts TqA toredm i i. lRemm ores WIft HVAC ryolro In west tvhm act is thr t ht Vi nod b "-_. tDorvl work t 'n raradJ wntml ph butte construction b Cleat IV I. Obtain W40001 Sto bra. 2. 1s41*ts HVAC sy+stesrs In arer wbtrs work is being dorls to mo 7, All pnntat atterin$ wont tite am ntqulrtol tc wear 10MMI e"Wriinatfon oi`duct Mt= 3. +tt3tmpiero Ill txitialbiff4ra or implemom tanitol cubo whop covers 8. Ito net +sratave barriers from work lir m testi coatpl J Data . aair «cltirvas projxt is lhtubu2blyzby siert pn viewmentij SwAn Dept, 4. Mrlttlaht uqkdve re within we* atm utlbxl HEPA witn air filtration waits +1. Vacuum twrk un With hillPA flftottd vw=ns. iigltbtt 3. Stahl hoaim, 00% condults, and pmtura eppropristaty. tf. COMm" wttatoom and require riff pmonnel to pass 10. Wet prop with dl�nl3�rtm 11. Rornovallim r materials omfully, toreinnIn through bdatnortt $o they "A M vacuumed using a REPA #pmadirlg ofdltt and debris sutotlaied eid conymil rr: vsOuvnt cleaver before Isaving wwsk #iter or they can w"r cloth 4rptpor oavoattlls that lm temovod #adh dins Baty 12CoeMip tanstruetbn vraatti bellxt thstntpon #o tightly' taavet wcuicti[o.. covarsd eraualaem. 13, Cavmtttscoptaatkaortarts, Tape�ovvetf & 14. Re�volate !HVAC system Its mu what* is n done, Adds i R ra+raltsgf Dat ' b aonslAdd{tions to Nis prnnit -Doth InlUais ttaels Pent #t Recluoft >Iy ■ memo Ptrrnit Authors H Data; Dsto; ,, ' St" 1-3 Adapted wi61 permflssion V'Kenttsdy, B Sarnerd, St Luke EPIOMP51 H01018 1, Houston TX C Fine, CA -Steps9 4-14 Adept>~ti with pormistalon f"affhvlew Univ lty Medical Center, MinmeMolis MN F01'MS Modified dttd provided Courtesy of J Bartley, ECSC IMC 2002 KEYED NOTES: O PROVIDE A NEW JOSLYN LOAD TRACK LTE SERIES TVSS FOR THE FACP. CONTRACTOR SHALL FIELD VERIFY EXACT REQUIREMENTS AND VERRY PART NUMBERS PRIOR TO ORDERING. CONNECTIONS SHALL BE PER MANUFACTURERS SPECIFICATIONS. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB #089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.peiflo.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &-yright 2005 P l• 1 / �J �1 Bryan G. Spangler, PE, FL Reg. No. 64601 J These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. ItIllaw z z � BOO � z� O�� �- O U a 00 1- �Q J � H LL z O U) O C Q =�U O ledM J C: W W t..a. ^ Q C)-) / Q cd (3O T O 0 U. 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PAT, PAT, PAT, CiT� PAT, ! � CASE td3TRITICN P='.ALTSTS WANK � VAPETES 1 PAT, . PK RH; RM, RN Rid 3 PfE. I , TS0ia I t+ ,41 TH P,PY STOP PK PAL I!:3 }f-'c'kC Cs_i I e', 20t4�} �f:9;t?c E 1u�" I� { PAT. 1 RM PAT, PAST, T (�'7# ? SiSPV,CfE 274A TLi..; "�_ RP - ILT, ca-. - TLT. PAT, A AT T20 I t S[TR. PAT. 2F # PAT. -- RN.Y -tea CERZ I' PAT, r � > � C=� � � PAT,, i �l �� �� P�� � L TPc2D a ME m PAT, PAT. 3�h PAT. CIEDR ! I I !t BCH, EXISTING PAN . 'CH' mi LOCATION PLAN SECOND FLOOR GROUNDING SCALE:1 "=20' 0" KEYED NOTES: O1 REFER TO EXISITNG RISER DIAGRAM FOR MORE INFORMATION ON NEW TVSS IN THIS AREA. POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 4089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.pelfla.com E—Mail to: pei®peifla.com Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &pyright 2005 IL 2(c?(o Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. z Ir .j 0 ZU_ 0z Opp �� U Owl J Cl) Z V / U-)I- oCl)Q U Cd � J p W W F— Cr cc C+, Q Cd (3O L — r op# LL �Z —/ a� W cd Q J L. a: J O Q = U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET _ LOCATION PLAN THIRD FLOOR GROUNDING SCALE.1 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 401.246.1688 FAX 407.246.1664 http://www.pelflo.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &pyright 2005 %f s. f Bryan G. Spangler, PE, FL Reg. No. 64601 so These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. Z Z Q �0 a:V O (L OZ Q z j0 U Ou- Z MMMMMMMIM- Q O Q 0 � CE M O 3: E— J Q Cd MID DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET Z += O O Cl) Q = U —�O cid�J O W W C0 Q Cd MID a O . = z � 0 - Q r LL Z - � D � W J � J O _ U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E�3 11 . X-4 — I NNH3 X- TELE, RM, ATS–EQ 15KVA PNL M COMM RACK o B 45KVA o U . SE LfT-2A 0 O M o C&DUTA 0 U I 0 0 °T14 C D I S T R I F �cToUJ EQE 0 3�7LEC FR -5I 2EC O RACK 0 T-2EC1 FSE CEC 01 T 2 lJ ANEL \ 12--C-11!j IC . F-1 Ll 2EC-1 LN EC COMM 24C --RACK- VA 720C NURSE CALL T–IC PANEL 3ECB DISI T200A HN DI CONNECTS XFMR DISC. a i SW. PANEL PANEL 1 OR1 1ECC ANEF-EC, EQUIP 100A Q3 KVA PANEL 2ECC VURSECALL 'ANEL_" WW C C, SUD�D 75 KVA J T I P iu_ PANEL 0O ORNH ORECI PANEL PANEL OREQ 1 1ST FLOOR ELECTRICAL ROOM 2 1ST FLOOR ELECTRICAL ROOM 3 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" E1.4 SCALE: 1 /4" = 1' – 0" E1.4 SCALE: 1 /4" = 1' – 0" OOA ANEL PNEP �LL~� R I' I PANEL T%- 1 oI3 04AEEL � f 200A� 45KVA �� 'ICAL RD, a 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" 3 Ei I 0 i U 0 0 1-10 d- r- 0 0 0 N O 0i 0 z C E Z3 U O 0 w a N Q) E M 0 n E U O E 0 0 00 0 0 N rri N rJ -o w 6 J C a) E Z3 U O M 9 1ST FLOOR TELE ROOM E1.4 SCALE: 1 /4" = 1' – 0" TTB NCLOSED BKR. C—C 125A XL1 n C�::� 100A FUSED-- EQUIP , PANEL XL2 3C) T 171,23 XKVA V 1 ANEL OO PINEL {EQ2 X C PAN EL 30KVA PANXLEL 4 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" 10 1ST FLOOR MECHANICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" IADED DED KVAr . X-4 — I NNH3 X- TELE, RM, ATS–EQ 15KVA PNL M T1069 B 45KVA o U . SE LfT-2A 0 O O3 4 0 U I IRS– lEtEC�J 9 1ST FLOOR TELE ROOM E1.4 SCALE: 1 /4" = 1' – 0" TTB NCLOSED BKR. C—C 125A XL1 n C�::� 100A FUSED-- EQUIP , PANEL XL2 3C) T 171,23 XKVA V 1 ANEL OO PINEL {EQ2 X C PAN EL 30KVA PANXLEL 4 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" 10 1ST FLOOR MECHANICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" IADED DED KVAr . X-4 — I NNH3 X- X -1 2 XFMR ATS–EQ 15KVA PNL M DUITS B 45KVA o U . SE LfT-2A 0 ATS–EQEx O3 DIA B E 0 U I IRS– lEtEC�J C D I S T R I F �cToUJ EQE zt� T20 PA �M 3�7LEC FR -5I 2EC O RACK FR�, T-2EC1 FSE CEC CAL 45KVA T 2 lJ ANEL \ 12--C-11!j PRI.CEC Ll 2EC-1 LN EC 3 PANEL TTBO 24C 2ECB SEC. 720C NURSE CALL XFMR SEC 1ON 1 & 2 ATS -EA MAIN 45KVA PANEL 3ECB DISI I =D 75KVA T-NECL4 r7T"- r - KVA X-2 ANEL ECL3 EC 1 PANEL NECL3 SEC 2 kNEL :CL3B PANEL NECL3A NEL SEC 1 �CL3A C 2 5 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" PANEL 2A XFMR 2A SIMPLEX PAE - F/A 0 2C 0 0 2 XFMR ATS–EQ 15KVA PNL M DUITS B 45KVA o U . SE LfT-2A 0 ATS–EQEx LEC, 0 DIA B E 0 U I IRS– lEtEC�J PANEL r i , 0 D I S T R I F �cToUJ EQE zt� T20 PA �M 3�7LEC FR -5I 2EC O RACK FR�, T-2EC1 FSE 2 CAL 45KVA T 2 lJ ANEL \ 12--C-11!j P Ll 2EC-1 LN EC 3 PANEL TTBO 6 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" EMERGENCY G-rNEI o RM€ of T 10 � 5 PANEL EQL1 O T T-EQL1 12 1ST FLOOR GENERATOR ROOM E1.4 SCALE: 1 /4" = 1' – 0" 'XFMR 50AF3P EQ EQ1 SIMPLEX PAE - F/A 0 2C 0 0 ATS–EQ 15KVA PNL M DUITS ATS–EQEx DIA B E MAIN , IRS– lEtEC�J NURSE CALL D I S T R I F �cToUJ EQE 3�7LEC FR -5I EQL FR�, R T 2 lJ 15KVA�� ATS -EC XFMR O®(L �11 S ` TION 30K 0 q OMM (--]31 COMM LN EC 3 PANEL TTBO SUSPENDED MAIN 2ECB 45KVA DI ONNECTS NURSE CALL XFMR SEC 1ON 1 & 2 ATS -EA MAIN 45KVA PANEL 3ECB PANEL HN DI CONNECTS XFMR 1 THRU 4 50A/3P ES OO EA PNL 6 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" EMERGENCY G-rNEI o RM€ of T 10 � 5 PANEL EQL1 O T T-EQL1 12 1ST FLOOR GENERATOR ROOM E1.4 SCALE: 1 /4" = 1' – 0" i PN(�P-ELL E C, 75KDISTRIBU ION R M, 02 T1073 0 C SEC. 1 CL T 1 SEC4 2 AT NDSB f2 MAIN O NECH CL NEAR NES � GENERAL NOTES: 7 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN. 2. ELECTRICAL ROOMS ARE DIAGRAMMATIC AND INTENDS TO SHOW THE EXISTING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT EQUIPMENT LAYOUT PRIOR TO COMMENCING WORK. 3. REFER TO ELECTRODE GROUNDING SYSTEM RISER AND TRANSFORMER GROUNDING CONDUCTOR SIZE CHART FOR MORE INFORMATION. KEYED NOTES: U PROVIDE A NEW GROUND BAR WITH A PLACARD (REFER TO DETAIL SHEET) LOCATED IN AN ACCESSABLE AREA OF THE ELECTRICAL ROOM. O2 REFER TO ELECTRODE GROUNDING SYSTEM RISER AND TRANSFORMER GROUNDING CONDUCTOR SIZE CHART ON THE DETAIL SHEET FOR MORE INFORMATION. O ELECTRICAL CONTRACTOR SHALL FIELD VERIFY THE BONDING JUMPER AT EACH TRANSFORMER MEETS THE NEC REQUIREMENTS. O REFER TO EXISTING RISER DIAGRAM FOR MORE INFORMATION ON NEW TVSS IN THIS AREA. O PROVIDE A NEW JOSLYN COM TRACK SLP SERIES TVSS FOR COMMUNICATION LINES. CONTRACTOR SHALL FIELD VERIFY EXACT REQUIREMENTS AND VERFIY PART NUMBERS PRIOR TO ORDERING. CONNECTIONS SHALL BE PER MANUFACTURERS SPECIFICATIONS (NORMALY WITH IN 36" OF OCPD). ,3 2ND FLOOR ELECTRICAL ROOM 14 2ND FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" E1.4 SCALE: 1 /4" = 1' – 0" . SIMPLEX PAE - F/A 0 2C 0 0 L❑ CO DUITS OY 30KVA 00 DIA B E IRS– lEtEC�J NURSE CALL EDUCA_ 3�7LEC FR -5I & FR�, T 2 lJ 30K 0 q OMM (--]31 COMM 3 PANEL TTBO 2ECB NURSE CALL PANEL 3ECB PANEL 24V PS i PN(�P-ELL E C, 75KDISTRIBU ION R M, 02 T1073 0 C SEC. 1 CL T 1 SEC4 2 AT NDSB f2 MAIN O NECH CL NEAR NES � GENERAL NOTES: 7 1ST FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN. 2. ELECTRICAL ROOMS ARE DIAGRAMMATIC AND INTENDS TO SHOW THE EXISTING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT EQUIPMENT LAYOUT PRIOR TO COMMENCING WORK. 3. REFER TO ELECTRODE GROUNDING SYSTEM RISER AND TRANSFORMER GROUNDING CONDUCTOR SIZE CHART FOR MORE INFORMATION. KEYED NOTES: U PROVIDE A NEW GROUND BAR WITH A PLACARD (REFER TO DETAIL SHEET) LOCATED IN AN ACCESSABLE AREA OF THE ELECTRICAL ROOM. O2 REFER TO ELECTRODE GROUNDING SYSTEM RISER AND TRANSFORMER GROUNDING CONDUCTOR SIZE CHART ON THE DETAIL SHEET FOR MORE INFORMATION. O ELECTRICAL CONTRACTOR SHALL FIELD VERIFY THE BONDING JUMPER AT EACH TRANSFORMER MEETS THE NEC REQUIREMENTS. O REFER TO EXISTING RISER DIAGRAM FOR MORE INFORMATION ON NEW TVSS IN THIS AREA. O PROVIDE A NEW JOSLYN COM TRACK SLP SERIES TVSS FOR COMMUNICATION LINES. CONTRACTOR SHALL FIELD VERIFY EXACT REQUIREMENTS AND VERFIY PART NUMBERS PRIOR TO ORDERING. CONNECTIONS SHALL BE PER MANUFACTURERS SPECIFICATIONS (NORMALY WITH IN 36" OF OCPD). ,3 2ND FLOOR ELECTRICAL ROOM 14 2ND FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" E1.4 SCALE: 1 /4" = 1' – 0" . 15 3RD FLOOR ELECTRICAL E1.4 SCALE: 1 /4" = 1' – 0" 0/1011,10 FYI a i 3C 30KVA T -3C NURSE CALL EX 3�7LEC FR -5I & AGING T 3 15 3RD FLOOR ELECTRICAL E1.4 SCALE: 1 /4" = 1' – 0" M 16 3RD FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.pelflo.com E—Mail to: pel®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection With the specified project. None of the ideas, designs, arrangements, methods or plans shill be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. — OYO5ht .10011111 v Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. Q U cn Q U F- W W J 0 W � (05 O z0 x W z OCL _ co V, O CJ Q =�U �O Cd J p W W .� Cc Cl) Q X00 0 Q LL Z a: —� W Cd OJ -C a: J U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E104 SIMPLEX PANEL F/A i 3C 30KVA T -3C NURSE CALL EX 3�7LEC FR -5I & AGING T 3 (--]31 COMM ACK O TTB COMM RACK NURSE CALL PANEL 3ECB PANEL M 16 3RD FLOOR ELECTRICAL ROOM E1.4 SCALE: 1 /4" = 1' – 0" POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.pelflo.com E—Mail to: pel®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection With the specified project. None of the ideas, designs, arrangements, methods or plans shill be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. — OYO5ht .10011111 v Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. Q U cn Q U F- W W J 0 W � (05 O z0 x W z OCL _ co V, O CJ Q =�U �O Cd J p W W .� Cc Cl) Q X00 0 Q LL Z a: —� W Cd OJ -C a: J U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E104 3 L5 I 0 0 U a) N O st C) O O CD CD �t / N O i F- 0 Z N c a> E D U O M W n I- 0 M 0 I ao O 0 N L N C 0 -o IiJ V) 0 J E U O 0 CVICTIAI/, -n I I r------------------------------------NMSB #1 I � I I I I I I I L-------------------------------------� y 1 IL NMSB #2 I I I I I I I L-------------------------------------� ELECTRODE GROUNDING SYSTEM - ELECTRICAL 1. DASHED LINE REPRESENTS EXISTING TO REMAIN. 2. SOLID UNE REPRESENTS NEW WORK IN THIS PROJECT. ELCTRICAL TRANSFORMER BONDING CONDUCTOR/ GROUNDING ELECTRODE WIRE SIZE CHART KVA RATING COPPER CONDUCTOR SIZE CONDUIT SIZE 9 #8 3/4- 15 #8 3/4" 30 #6 3/4- 45 #6 3/4- 75 #2 3/4" 112.5 #1 /0 1" 150 #2/0 1" 225 #3/0 1" 300 #3/0 1" 500 #3/0 1" LANNED OUTAGES SNS: RUPTING, OR MODIFYING THE EXISTING MUST SUBMIT IN WRITING TO THE FACILITY AT IOR TO THE PLANNED OUTAGE OR DISRUPTION )F THE WORK. _S• 1. COORDINATE ALL DEVICE LOCATIONS PRIOR TO ROUGH IN. 2. PROVIDE PHENOLIC NAMEPLATES AS REQUIRED. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. KEYED NOTES: O1 CONNECT TO EXISTING GROUND GRID PER NEC. REFER TO DETAIL SHEET E1.6 FOR MORE INFORMATION. O2 PROVIDE A NEW GROUND BAR. REFER TO DETAIL SHEET E1.6 FOR MORE INFORMATION. O3 PROVIDE A NEW ELECTRODE GROUNDING CONDUCTOR FOR EACH TRANSFORMER IN THE ROOM (SIZED PER CHART ABOVE) AND CONNECT TO EXISTING TRANSFORMERS. ALL CONNECTIONS SHALL BE PERFORMED PER NEC AND DETAILS (SHEET E1.6). ® EXISTING ESTABLISHED GROUNDING SYSTEM SHALL MEET THE REQUIREMENTS OF THE GROUNDING CONNECTION DETAIL ON E1.6. EXISTING DEFICIENCIES WILL NEED CORRECTED PER DETAIL EACH SYSTEM SHALL BE CONNECTED TOGETHER. PROVIDE A GROUND RESISTANCE OF 5 OHMS OR LESS FOR THE COMPLETE SYSTEM. PROVIDE ADDITIONAL GROUND RODS AS REQUIRED TO MEET THE RESISTANCE REQUIREMENTS PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.peffla.com E—Mail to: pei®peiflo.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. @�pyright 2005 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. V j Z Q QU Z— O~ IrU Ow W W Q O °C W UCl) W >_ J cr) W cdZ O Vi v♦ 0 =�0 cd -�O 0 W W ■� F_ Er Q _+ X(50 Z j O 7Q Z U. =)W CIES O ,J ". CE J W V 2 U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E105 DRY—TYPE TRANSFORMER WYE i DELTA SECONDARY 1/4" BOLTS. FIELD COORDINATE WITH GROUND BAR PHASE CLOSEST COLD INSTALLATION CONDUCTORS CATALOG NUMBER FIG NO. THICKNESS NEUTRAL TOOLING DIE NO. NO. OF CRIMPS YG14B2TC2C6C CONDUCTOR 114" 92 SOL/and/or STR COPPER EQUIPMENT U1105 1 I GROUNDING • CONDUCTOR YG14B2TC2C2C* 2 PER NEC #2 TABLE BONDING BONDING JUMPER 250.66 JUMPER SIZED PER NEC TO FRAME TABLE 250.66 BOND TO BUILDING STRUCTURAL STEEL PER NEC 250.30 & 250.104 \ DOMESTIC WATER MAIN WITHIN 5' OF ENTRANCE TO BUILDING PRIOR TO VALVE. CONNECT PER NEC 250.104, 250.52, 250.30 PRIMARY PHASE CONDUCTOR (PER NEC) EQUIPMENT GROUND #3/0 #3/0 MAIN ELECTRICAL ROOM GROUND BAR. REFER TO DETAIL PROVIDE U.L. LISTED LUG FOR EACH CONNECTION GROUNDING CONNECTION DETAIL SCALE: NONE KEYED NOTE: EACH GROUND CONNECTION ESTABLISHING THE MECHANICAL GROUNDING SHALL BE LABELED. EXAMPLE: BUILDING COLD WATER STEEL ON THE SAME FLOOR GROUND A Cy 3 CD wl r 0 U 0 0 0 i 0 CD r, CD 0 N i vi E 6 Z a) it c a) E U O 0 w n 0 Cn E .a 5 M a; a c a; E E C C: E C M c c I cc C: C Lr C, C z a z 0 C c a c C #3/0 SURGE SUPPRESSION MAIN SERVICE/ PER SECTION 16691 DISCONNECT GROUND CONNECTION PER SURGE SUPPRESSION MANUFACTURER GROUND BUSBAR PROVIDE U.L. LISTED LUG FOR EACH CONNECTION TYPE YG-B •11V;L'qA1Fffi FIRE PROTECTION LINE. CONNECT PER NEC \ BURNDY's YG14B2TC2C6C Compression Bus Bar Connector is ideally suited for celluToo - lar tower applicatons and is easier to use than exothermic connections. This high conduc- tivity wrought copper connector allows Fig 1 attachment of the ground conductor to the ground bus with just one crimp using the BURNDYE Y750 HYPRES37m Hydraulic Compression tool and the 01105 die set. This exclusive patent pending design allows the 0 - user to attach #2 AWG sol./str. and/or #6 sol.lstr. copper conductor to 114" thick copper bus bar. This connection is suitable using (1) or (2) conductors for power, grounding and bonding applictions. UL Listed to both UL486 and UL467 (suitable for direct burial) ensures that this connector will meet the rigors of either application. Prefilled with PEN- ETROXTm E compound and strip sealed. r— 1.37-1 71A150 F'--1.19 `r—.$1—•'I 10'-0" MIN. GROUND R N OTE 1 3/4' COPPERCLAD DRIVEN GROUND ROD TYPICAL CADWELD OR UL .n LISTED CONNECTION Fig. 2 I SI NOTE: Suitable for use with either (1) or (2) corductors (excluding YG 14BTC26 and YG14BTC28). ' For continuous uncut conductor applications. 1/4" BOLTS. FIELD COORDINATE WITH GROUND BAR BUS BAR CLOSEST COLD INSTALLATION WATER ON THE CATALOG NUMBER FIG NO. THICKNESS TAP CONDUCTORS TOOLING DIE NO. NO. OF CRIMPS YG14B2TC2C6C 1 114" 92 SOL/and/or STR COPPER PAT750, Y750 U1105 1 I 1/4" STEEL INSERTS 96 SOUand/or STR COPPER YG14B2TC2C2C* 2 1/4" #2 PAT750,Y750 U1105 1 LISTED) GROUND BAR I CU .CONDUCTOR (SIZED PER D NEC) TO TRANSFORMER. #1 FLEX CABLE #3/0 AWG COPPER COMPRESSION BUS BAR CONNECTOR (NOTE 2) REFER TO GROUNDING YG14BTC26 3 1/4" through PAT750,Y750 U1105 1 I 210 FLEX CABLE GROUNDING YGI4BTC28 3 1/4" 410 AWG STR to 110 PAT750,Y750 01105 1 ---- J AWG STR COPPER SECONDARY NOTE: Suitable for use with either (1) or (2) corductors (excluding YG 14BTC26 and YG14BTC28). ' For continuous uncut conductor applications. STAINLESS STEEL OR BRASS SCREW 1/2' WHITE LETTERS, ATTACHMENT TO BUILDING (ADHESIVE RED FIELD--\ BACKING IS NOT PERMITTED)? 1/4" BOLTS. FIELD COORDINATE WITH CONNECT TO THE GENERAL CONTRACTOR FOR PROPER CLOSEST COLD BACKING MATERIAL WATER ON THE SAME FLOOR (PER NEC) ® 16"x3"x1/4" COPPER BUS BAR WITH TWELVE (12) 1/4" BOLT — HOLES MINIMUM 600VAC INSULATED f STAND OFF, TYPICAL I 1/4" STEEL INSERTS I DRY -TYPE �—TRANSFORMER DELTA I GROUND LUG, BOLT, NUT AND LOCK WASHER (UL LISTED) GROUND BAR I CU .CONDUCTOR (SIZED PER D NEC) TO TRANSFORMER. REFER TO TABLE E1.5 #3/0 AWG COPPER COMPRESSION BUS BAR CONNECTOR (NOTE 2) REFER TO GROUNDING —t --BONDING CONNECTION DETAIL AND SHEET E1.5 FOR CONNECTIONS (PER NEC) STAINLESS STEEL OR BRASS SCREW 1/2' WHITE LETTERS, ATTACHMENT TO BUILDING (ADHESIVE RED FIELD--\ BACKING IS NOT PERMITTED)? GROUND BAR DETAIL SCALE: NONE NOTE: 1. PROVIDE A NEW PLACARD AS SHOWN AT EACH NEW GROUND BAR LOCATION. 2. CONNECTER SHALL BE A NEW BURNDY TYPE YG-B COMPRESSION BUS BAR CONNECTOR MADE WITH A BURNDY Y750 HYPRESS HYDRAULIC COMPRESSION TOOL PER MANUFACTURERS SPECIFICATIONS. NO OTHER TYPE WILL BE APPROVED. PRIMARY EQUIPMENT GROUNDING GROUNDING ELECTRODE CONDUCTORS m DO NOT REMOVE m GROUND BAR DETAIL SCALE: NONE NOTE: 1. PROVIDE A NEW PLACARD AS SHOWN AT EACH NEW GROUND BAR LOCATION. 2. CONNECTER SHALL BE A NEW BURNDY TYPE YG-B COMPRESSION BUS BAR CONNECTOR MADE WITH A BURNDY Y750 HYPRESS HYDRAULIC COMPRESSION TOOL PER MANUFACTURERS SPECIFICATIONS. NO OTHER TYPE WILL BE APPROVED. POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. PENINSULA ENGINEERING INC$ 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.pelfla.com E–Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shdl be used by or disclosed to any person, fine or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. @.pyright 2005 G � Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. Z '~ _.-� O CO)CL CI) F_ O C) Q =i !U - O CEJ Oww cr) a W a 0 13 z J — T O f U. Z1..1. D W OJ -� a: _J 4) 0 _ U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E106 PRIMARY EQUIPMENT GROUNDING CONDUCTOR (PER NEC) PRIMARY PHASE CONDUCTOR — — — — — — (PER NEC) I I DRY -TYPE �—TRANSFORMER DELTA I GROUND BAR I BONDING JUMPER TO FRAME (PER NEC) I WYE —t --BONDING JUMPER (PER NEC) I GROUNDING ELECTRODE �- --- - ---- J SECONDARY PHASE CONDUCTORS NEUTRAL CONNECT TO NEW SECONDARY EQUIPMENT GROUNDING GROUND BAR CONDUCTOR = (PER NEC) NOTE: REFER TO ELCTRICAL TRANSFORMER BONDING CONDUCTOR GROUNDING ELECTRODE WIRE SIZE CHART TRANSFORMER GROUND/BOND CONNECTION DETAIL SCALE: NONE POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. PENINSULA ENGINEERING INC$ 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.pelfla.com E–Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shdl be used by or disclosed to any person, fine or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. @.pyright 2005 G � Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. Z '~ _.-� O CO)CL CI) F_ O C) Q =i !U - O CEJ Oww cr) a W a 0 13 z J — T O f U. Z1..1. D W OJ -� a: _J 4) 0 _ U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E106 REVISIONS DATE FIELD 3/03 CHANGES 2008 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 4089 VOICE 401.246.1688 FAX 407.246.1664 http://www.pelfla.com E—Mail to: pei®peiflo.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. - 20x05 ht 3� Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. 0 rn a) E .6 M a) O d C N E L) U O M E Ci N CN I 00 C) 0 N LCT0 0 -o a� w 0 J C CU E C U O 0 a: W 3:O CL J r Q W OQ � Z m W Z a) (!) W /\ C0 W M CV I z -4-F -1.., O Vi V O C Q zjU -- �O CES J C W W Cn Q CUO ME Z O E LL Z Cr W c�OJ -�•-. J A`] T� �y i U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E107 3 C7 w LJ LJ Of w V) Of w Uf z X w 00 wi 0 d - CD r U QD0 �r t` C) 0 0 0 0 N 0 CL E 0 z a� t� E _ U O Cn W a_ 0 iv E 91 0 N 0 0 I ao 0 0 N iri N 0 O EMERGENCY GENERATOR #1 565KW/706.3KVA 1000A W/GFI T � IL ES - TVSS 4 9 2 4 2 1 0 0 5 0 0 A A A T A A L-- - ----- -----J75HP I I I I L------- 'AFIRE �J - - - PUMP L_ I L------ -I — — — — — — — — — - — — — — — - NMSB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1L-- ----------- -----NMSB - - - - - - - - - - - - - - - - - - - - - - - - - I � I r� 1 l r� —I I CONTINUATION � �400AEC I � 1 TATS -EA i I�\ �400AEQE �\ �400AEQ FROM SHEET N\ E i N\ E 100A L_ E1.7 I CRITICAL I LIFE I I EQUIP EQUIP (BRANCH I (SAFETY I (BRANCH (BRANCH II i 1 1 L ---------------------------------------------------------I r-- - - - - - - - - - - - - - - - -iNMSB ?- - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ NMSB---------------------------------------J IL------------------------------ 1 1 V145KVA 1 L--------- 1 EQ 1 1 EQE EC r (EQUIP. BRANCH) r -------I----------- r---1 I 1— _ _OL I TI _Eq -I r ----I---- - T I_ - - - - - Tv2 S -LJBRKR30i ` I (-tEA1 (- 2EA 3EA I ITVSS 2 6 6 9 JA 3 1 7 I L J 125A) � ( 5 0 0 0 0 0 5 0 I I I I I I I I I I I I I I 5 2 0 5 0 ( A A A A A A A A I I I I I {OA I J I I I I I I I I I I A A A A A L—I---l------1--L—� —I— —J L__ I _J L_o—-� IL IL -----� I 1 I I I --- L ----J L ---J L ---J ----_-------- -------� I 1 LJ ---------1 �_A�15KVA 200AFN�J 1ODA FN�� 1 I _____= L J L J E� E LJ J 45KVA _ XEC __ XEL I I �_A_1 A_/ F 1J r�y-`(�Y�` L L F 0 D M r �j I ,_Y� Y�, L 1-----� L__ L_ E E 1 B 0 S 3 31----]�--� _ I— I —� I M M C L---� A I I ` I LJ1 L_--� I I I I I 3 4 I C T 2 L J100A I I I -� I _ J _ 1 _IEC I I 1 I I 50A) I I 45AF,J I { C5 VA 45KVA _ _ _ _ 1 EQ1 C 100A LNFJ F'� L--�J L_�_J I LJ I 125A) I I I 100A) I I 50A I A= A/ =A==== r— — j- A 100A NFJ 1 I III I I ) I '^'���" ^�-Y I r I A 45KVA 15KVA I 30KVA LTJ , A_� A-/ I I `_-_ �_-_' I I I { I I I I 40A) 50A) 40A) I T=__�___ A A 1 %_A_ _A_1 ''YY -Y I I ' v-�^ I III I I I I I FIIRKR.3� I i {{ I R f -.-r �"�-T-Y"� L.---� 45KVA 11 F1�� L ---J 1 L ----J L _J �, LLJ------ I 1 I _ 1 I P _ I _KEQ 1_A—A_A_/ ,00AL J F1� jJ , L J M —I _2EC 2ECA I`r`I - _-1 CEC LN j _ (ECC 2ECD _ 1 IECD - - -I i 1 P 1 1 F -1 I F- r I F - I I F 1 -1 I 7 125A ) I I I I I ,_A_14A_) I I I I 3oKVA 15KVA 125A) I I 200A III I I I I 1 I I I I I I F�50A 30-"_1_"_' A A/ I I { I I I I I NEC NEC I I I x'00%'-1 J I I I I I L JBRKR. --Y�, ,-y�r L_— J LEFT RIGHT I I I I I I I 150A`}IJ I I I �----r-----� 1 I I I�---- 1 o_.J-� I I 1 I 1 15KVA I I I I I J I L -- J L--- J A_A 1 EQ2 EQL I L ---J L ---J L ---J L- I I 150A) I s0a soA) I I 50A) I ---- I I I I I 150A) I I soA) I FTTT1TT-I I 1 I I — — — — r tT,- — — — — — — — — — — — I — I --16oa I 1 I I I I ,L ,L ,L ,L ,L ,L ,L _ I 2ECC F — t M -1 I I 1 T I FSI I L---�=--J I I I 1 3 3 3 3 7 3 II I i 11 I I 100ALNFIJ J L J 1 I I I I 1 1 2 3 4 5 6 X 1 ,00AF"F �--J I L_ __J L__I__J L ---J (I45KVA I30KVA L J �_i_A_) I__A_�_A_/ NEC1 _ 1 ECOB r"r"T"r'"i �..�..r..-Z- A 130KVA F- t I I I 1 -_--== I I I soA` I L_- J L_ _ J I ^� 3EC F 3ECA I 3ECB r- - 1 3ECC �125A) I I I I90A) III I L'�J L ---J L- -J f_III I I_ 2ECB = 2ECC J I 1 I P50A`'-IJ I I F S I F -1 190A) III I I III I �SOA� J L ---J L- -J EXISTING NORMAL POWER RISER SERVICE #1 SCALE: NONE 1. DASHED LINE REPRESENTS EXISTING TO REAMIN. 2. SOLID LINE REPRESENTS NEW WORK IN THIS PROJECT. POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. KEYED NOTES: O1 PROVIDE A NEW JOSLYN SURGE TRACK ST400 SERIES TVSS #TK—ST400-3Y480—F—L WITH A NON—FUSED DISCONNECT SWITCH #DF-200KAIC-60A-1. CONTRACTOR SHALL FIELD VERIFY EXACT VOLTAGE REQUIREMENTS AND PART NUMBERS PRIOR TO ORDERING. CONNECTIONS SHALL BE PER MANUFACTURERS SPECIFICATIONS (NORMALY WITH IN 36" OF OCPD). CONTRACTOR SHALL MATCH FUSES SUPPLIED WITH EACH UNIT AND PROVIDE THE OWNER WITH ONE (1) SET OF ADDITIONAL FUSES FOR EACH UNIT PROVIDED. O2 PROVIDE A NEW JOSLYN SURGE TRACK ST240 SERIES TVSS #TK—ST240-3Y480—F—L WITH A NON—FUSED DISCONNECT SWITCH #DF-200KAIC-60A-1. CONTRACTOR SHALL FIELD VERIFY EXACT VOLTAGE REQUIREMENTS AND PART NUMBERS PRIOR TO ORDERING. CONNEC11ONS SHALL BE PER MANUFACTURERS SPECIFICATIONS (NORMALY WITH IN 36" OF OCPD). CONTRACTOR SHALL MATCH FUSES SUPPLIED WITH EACH UNIT AND PROVIDE THE OWNER WITH ONE (1) SET OF ADDITIONAL FUSES FOR EACH UNIT PROVIDED. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 4089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.peifla.com E—Mail to: pei®peiflo.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans sholl be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. @.pyright 2009 Al Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E108 W 3:O IL U r Z W O r V 1x Q W a: :2 W W Z W a Z F— Cn W 57< C0 W Ir DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E108 I REVISIONS DATE 0 FIELD 3/03 CHANGES 2008 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 4089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.pelflo.com E—Mail to: pel®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. �pyright 2005 3 N W 0 Z N Of W rn W Of z Cn X W W I O t` O U a) a) O O CDrl/ O O N O CL / F- 0 z ILI E L) U O W co o E M 0 C a) E I U O 0 E Q co N N 00 O O N O 0 a� w 07 a J C Q) E Z5 U 0 � 6/ Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. cc W 3 ^O O . J N Q �W 0>0 � (3 W Z CO (J) W X — W a: CZ -1-0` 0 V/V/ O Cl) Q =i�_U --�O 5 p W W cn a Cd (3 o Z 0 Q LL Z D W O 1 M J U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E109 o+ W ME W N zkz W Of W rn of CD z 1= N X W 0 w I 0 CD U 0 C) 0 'j- r - C) i 0 0 N O Cn E 0 z a� i� a� U O in D a_ 0 N a) E .21 51 M 0 C a) E 0 U O 0 E 0 N 0 0 I DO 0 0 N tr) N 0 EMERGENCY GENERATOR J2 700KW/875KVA 1200A r- --y G N IL � �— 3sets 4-600MCM 1-3/00ND - - NES � — — — t Tvss 1 1200AI Oj I ---r--------1---r-- 800A) 250A) 800A) 100A) I r r r r I L-- f —---- —---� I I I 1 F I I I F - (ATS -CL I FTATS-EC2 1 F - JATS-EQ2 (� ATS-EA2 N\ E 1800A I I N\ E 1260A i I N\ E 1800A i I N\ E 1100A ILS_ �L_ IL J ILJ - - _ J I CRITICAL I CRITICAL I EQUIPMENT I LIFE Z-----------------------� NMSB---------------------------- (BRANCH I IBRANCH I (BRANCH I (SAFETY 2---------------- -------- ? 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J 1 I I I I I I I I I I I FECICU I I NECL3B 1 NECL4 1 1 -1 ECL4A rN �J I I 1 I I I I I I 1 1 1 I SECT. 1 _ SECT. 2 1 F -1 F T T-1 �� I I I I I I I I I I I I �z_t _-- 1 \_A _ A _1 1- -+- -1 1 I I �A I I I I I I I I I I I I I soILI A) 1 I I I I y-7 3o KVA 145A) I I I_� ; L ---J L ----I L----) L ----I L ---J L----� I I I I 75KVA? I { I I 1 I I 1 1 i I 1 I I I I I __ J L____ —�_ EQL3 LL__ I L---� I L--1 -L _J F i t CP1_ _ F' I 100A) F I CRDP j_E ICU2 1ECLM 1 I —4--1 F— F I r 1 soA) i 1 225A) 1 I I I I I I I I I I I L----� i I I I r I I I r --------70y f 1-' CoA I L ---J L ---J L—__J _ 13CRLP1 3 R r _ LP2 Ir � I I I I I I I I I L ---J L ---J EXISTING NORMAL POWER RISER SERVICE #1 SCALE: NONE 1. DASHED LINE REPRESENTS EXISTING TO REAMIN. 2. SOLID LINE REPRESENTS NEW WORK IN THIS PROJECT. POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. KEYED NOTES: O PROVIDE A NEW JOSLYN SURGE TRACK ST400 SERIES TVSS #TK-ST400-3Y480-F-L WITH A NON-FUSED DISCONNECT SWITCH #DF-200KAIC-60A-1. CONTRACTOR SHALL FIELD VERIFY EXACT VOLTAGE REQUIREMENTS AND PART NUMBERS PRIOR TO ORDERING. CONNECTIONS SHALL BE PER MANUFACTURERS SPECIFICATIONS (NORMALY WITH IN 36" OF OCPD). CONTRACTOR SHALL MATCH FUSES SUPPLIED WITH EACH UNIT AND PROVIDE THE OWNER WITH ONE (1) SET OF ADDITIONAL FUSES FOR EACH UNIT PROVIDED. O2 PROVIDE A NEW JOSLYN SURGE TRACK ST240 SERIES TVSS #TK-ST240-3Y480-F-L WITH A NON-FUSED DISCONNECT SWITCH #DF-200KAIC-60A-1. CONTRACTOR SHALL FIELD VERIFY EXACT VOLTAGE REQUIREMENTS AND PART NUMBERS PRIOR TO ORDERING. CONNECTIONS SHALL BE PER MANUFACTURERS SPECIFICAT10NS (NORMALY WITH IN 36° OF OCPD). CONTRACTOR SHALL MATCH FUSES SUPPLIED WITH EACH UNIT AND PROVIDE THE OWNER WITH ONE (1) SET OF ADDITIONAL FUSES FOR EACH UNIT PROVIDED. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 401.246.1688 FAX 407.246.1664 http://www.pelfla.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection With the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. (0)dpyright 2005 Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. I..L I I _T W r -T I —? ^0^ 1.1.. UA Z W 150A) 150A) 90A ) 150A) 100A) V Im Q r r r r r W Z + + t t t Fa L1--1------I--J W I (1) W -----J I 1 I I I L---- CATH I CATH I CT I SPEC. I CYSTO LAB 3- LAB 1� SCAN LAB 1- -1 O.R. 1 - F F I I I I I I I I -1 I I I I F I I I I I I L ---J I L ---J I I I L ----JL- I - - J L ---J I75KVA 1 ``A_V A I L%,A A_A_1 I I 1 I 60A) I I I 1 100A) r r, I i 22,--t ) l l l I I II I I1 I-- NEQH3 I t 225gr ,-� I 1 130A) 30A) 30A) 30A) 30A) 30A)150A) I 1 I I { { INECL3 I L_ I __j I �---- I -� L----� L ---J L 4-_J�--- 4- _J t SECT. 1 SECT. 2 ( I 1 1 1 1 NECL3 I --------------1 I I I I 1 ( I ` 1 1 I I __ NECL3A SEC. 1&2 1 OREQ I r------ --- ---- -------------- - 1 1 1225A) 11 11 f 1---- -------------- J j 11 �I 1--- —r --- I I 1 I ----- --------I I I I I I II I I I I I I 1 1 50A) -----J I I I I I 1 I I I I L I I I I 1 — — — L — — I OPORIA� — OPOR113E -1 F— OPOR1I — OPOR2A1 -1 F— OPOR2B1 — OPOR2CL -1 F— 1 I L — SECT. � — SECT. J 1 I I I I I I I I I I I FECICU I I NECL3B 1 NECL4 1 1 -1 ECL4A rN �J I I 1 I I I I I I 1 1 1 I SECT. 1 _ SECT. 2 1 F -1 F T T-1 �� I I I I I I I I I I I I �z_t _-- 1 \_A _ A _1 1- -+- -1 1 I I �A I I I I I I I I I I I I I soILI A) 1 I I I I y-7 3o KVA 145A) I I I_� ; L ---J L ----I L----) L ----I L ---J L----� I I I I 75KVA? I { I I 1 I I 1 1 i I 1 I I I I I __ J L____ —�_ EQL3 LL__ I L---� I L--1 -L _J F i t CP1_ _ F' I 100A) F I CRDP j_E ICU2 1ECLM 1 I —4--1 F— F I r 1 soA) i 1 225A) 1 I I I I I I I I I I I L----� i I I I r I I I r --------70y f 1-' CoA I L ---J L ---J L—__J _ 13CRLP1 3 R r _ LP2 Ir � I I I I I I I I I L ---J L ---J EXISTING NORMAL POWER RISER SERVICE #1 SCALE: NONE 1. DASHED LINE REPRESENTS EXISTING TO REAMIN. 2. SOLID LINE REPRESENTS NEW WORK IN THIS PROJECT. POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. KEYED NOTES: O PROVIDE A NEW JOSLYN SURGE TRACK ST400 SERIES TVSS #TK-ST400-3Y480-F-L WITH A NON-FUSED DISCONNECT SWITCH #DF-200KAIC-60A-1. CONTRACTOR SHALL FIELD VERIFY EXACT VOLTAGE REQUIREMENTS AND PART NUMBERS PRIOR TO ORDERING. CONNECTIONS SHALL BE PER MANUFACTURERS SPECIFICATIONS (NORMALY WITH IN 36" OF OCPD). CONTRACTOR SHALL MATCH FUSES SUPPLIED WITH EACH UNIT AND PROVIDE THE OWNER WITH ONE (1) SET OF ADDITIONAL FUSES FOR EACH UNIT PROVIDED. O2 PROVIDE A NEW JOSLYN SURGE TRACK ST240 SERIES TVSS #TK-ST240-3Y480-F-L WITH A NON-FUSED DISCONNECT SWITCH #DF-200KAIC-60A-1. CONTRACTOR SHALL FIELD VERIFY EXACT VOLTAGE REQUIREMENTS AND PART NUMBERS PRIOR TO ORDERING. CONNECTIONS SHALL BE PER MANUFACTURERS SPECIFICAT10NS (NORMALY WITH IN 36° OF OCPD). CONTRACTOR SHALL MATCH FUSES SUPPLIED WITH EACH UNIT AND PROVIDE THE OWNER WITH ONE (1) SET OF ADDITIONAL FUSES FOR EACH UNIT PROVIDED. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 401.246.1688 FAX 407.246.1664 http://www.pelfla.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection With the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. (0)dpyright 2005 Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. I..L W 3:: ^0^ 1.1.. UA Z W a: O V Im Q W CE 2 W W Z a W z Fa CD W >< (1) W L.j � Z cl) Cj)� O Cl) Q =�U - Cc$5�0 p W W .0) C() V, Q .0 U 0 ■= Z J � — r 0 F) =V"-= LL Z Cr D W CO U J �-+ `': Z U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E1n10 O N W I 0 CD U a) a� O �r 0 n O O N O i 0i 45 0 z a) 3 U O D W 0 rn G) E 5, M aJ 0 C) U O M E 0 N O 0 I ao 0 0 N !ri N C 0 a� W U, 0 J C a) E 0 0 ❑ ❑ n A111111 -1I C. 7 I STAFF BUYS, �T n OPERATIONSBM Y� LENGE CLST OFFICE 485 7, 4 T447 'i4it OPEN _ TO CtBW 41 ADM 14 INCOMPI. 14-n i WART RM, ® n PTA, r TS4 b [PEN4t OFFICE MEDICAL Rn0fU) ^H T 96 CANING � C"LIAFC Ti 74 49%, KITCHEN/ KTICtEN T. 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E4kSB', RPL RK STi T DI, I 484. D #13 4 ll � IBTICE SDI CLST. C@, 73BICT. ::;T mom, int a C?'� Cfi1o� sr. T fi u° d ' I FF EXISTING SMCID.'tPi TR MER MAIN ELECTRIC T1�7q 4 TLT ' ANTE cam, c MED. u"4'PG, ---- C-! ELEC. ,�.r�# 1D:a ROOM SERVICE #1 Ta- d issCURRr T�1�1 Tte 1 csT. c3 ! C1ra f FAT. [ ID AN SIDLES PEN WARTCCPR. _ UTIL. JNfL SIVE T 87 4 :� r T i' II'&NCt�ART� TLT. PAT.PAT. PAT. PAT. AT C 1 ° N42TPNG TLT, tI #R.K A RM RC RM. [_'`124 � / � PAL C� CMD ii4 46 X-RAY Cc CAEgUIP, 3 / 1�t _ l - .,e / ! X45_.7 CATH PAT. ACCESS" 5 i CGV Y I I I A t2a R CASE WT, ,�C�� F PHYS' ER i _J I I T I LOUNGE STAFF PAT. T1-4 WiETS ER RKZI MEAN PEAT, MRSE nFF�� CE I I ILL C i Q FAST PAT. iJ �. TRACK RM. �. a�T Hw RACKCDkPA T' � IES' i T CATH Ln a �;I i czar ! T2743 "cn iI?43 T,N C 7 ® FAST PAT. �❑ I 7IC92 '' TRACK"' V CRD PAN. 5 12 RI's PAT, ` �I. o RM. EPS N'URS'E Com0 Cc p .z 2 a Tfi?4 ir5p. ® 1.a_ PAA, PRM ` PAT. PAT, PAT. l�T 7 club - RKPM. RM. L #`lam 7 4 DECONTAMINATIONct SF!VR. ❑ n - �i -n ❑ n n ij4 i ER, PAT. PAM. PAT PAT. FAST ° TRACK� ro T1r5 ® COD C _3 LD IPA' A ° C FT s I CEL n LOCATION PLAN FIRST FLOOR CHILLER #1 AND TVSS SCALE:1 =20 0 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.peiflo.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &yright 2005 Bryan G. Spangler, PE, FL Reg. No. 64601 dd These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. F- J a)a °C U_ Z I— QU J W (L J Z W O1 Cc QO Up O J J LL c z p _r 1 O U)clj Q =�U � O 0 W W >—Q Cf)a CEI U O Z J � — r 0 0 # LL Z ui = W BOJ � J C0 T� W + U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET • z L C C L C r C n k E DEMOLITION PLAN CHILLER #1 - ELECTRICAL SCALE: 1/4' = 1' 0" GENERAL NOTES: 1. ALL DEVICES SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. COORDINATE ALL NEW DEVICE LOCATIONS WITH DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OWNER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. KEYED NOTES: O1 EXISTING CHILLER #1 IS FED FROM NORMAL SERVICE NMSB #1. CHILLER #1 LOAD WILL BE MOVED TO EXISTING NORMAL SERVICE NMSB #2. REFER TO RENOVATION PLAN, PANEL SCHEDULES AND RISER DIAGRAMS FOR MORE INFORMATION. 2. LOAD TO BE RELOCATED TO NMSB #2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. ELECTRIC OUTAGES/DOWNTIME NOTES: 1. COORDINATE ALL DOWNI1ME WITH OWNER PRIOR TO OUTAGES, OFF HOUR WORK MAY BE REQUIRED. 2. COORDINATE ALL DOWNTIME IN WRITING 72 HOURS IN ADVANCE WITH THE FACILITY. DOWNTIME SHALL BE KEPT TO A MINIMUM. 3. MAKE ALL NECESSARY PREPARATIONS TO MOVE EXISTING LOADS TO NEW PANELS PRIOR TO RELOCATION TO PROVIDE MINIMAL OUTAGES. 4. ENSURE PROPER PHASE AND ROTATION PRIOR TO MOVING EACH LOAD. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.pelfla.com E—Mail to: pei®peiflo.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, fine or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &— right 2005 All Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. Z Q J Z Q U O — '- # oc � o� f— �wU 0 j J J W = W �U� -4-P Z —\ O coCJr 1 O Q zU —\O C15 J p W W V, Q BOO 13 Z I — r 0 0 LL Z DW Cd OJ ..1-0 ii J O _ U U DRAWN JEA CHECKED BS DAIS 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E201 3 CV W W J _J S U N N W I O d' r O U a) aJ O t\ O O f\ CD N O E O z E U O w IL 0 iv E ,o M -n a� 0 E I U O M E 0 - ED N CV 1 ao 0 O N CO 0 0 W .... 6 J C E C U X D i z ELEC, DISTR�IBU i �0N SEC.3 T 10 7 3 SES., EXISTING NMSB /2 SEC. 2 i i p ' MAIN FIRE PUMP PM (_jL0 7 2 � EMERGENCY � E NrR-A TO RM. T1075 i OPEN EMERGEN Y � TO GENERATOR ABOVE RM. � T 1071 01 II UI 1Cf' I I1i76 MAIN E LEC, DISTRIBJTIDN RM T1010 � EXISTING i CHILLER #1 TLT, C—T 10 6 -7= ®a a EXAM RM. # 2 T1059 oil C0MM, R j Q a TELE, R K A IVII TIOG9 RENOVATION PLAN CHILLER #1 - ELECTRICAL SCALE: 1/4" = 1' 0" GENERAL NOTES: 1. ALL DEVICES SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. COORDINATE ALL NEW DEVICE LOCATIONS WITH DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OWNER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. KEYED NOTES: O1 EXTEND EXISTING CONCRETE PAD FOR NEW PANEL SECTION. VERIFY EXACT DIMENSIONS PRIOR TO ROUGH IN. O2 PROVIDE A NEW SQ D PANEL SECTION. REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR MORE INFORMATION. 0 1 O PROVIDE NEW CONDUIT, WIRE, ETC. REFER TO PANEL SCHEDULES AND RISER DIAGRAMS FOR MORE INFORMATION. CONDUITS SHALL NOT BE ROUTED THRU THE EMERGENCY GENERATOR ROOMS OR THE FIRE PUMP ELECTRIC OUTAGES/DOWNTIME NOTES= 1. COORDINATE ALL DOWNTIME WITH OWNER PRIOR TO OUTAGES, OFF HOUR WORK MAY BE REQUIRED. 2. COORDINATE ALL DOWNTIME IN WRITING 72 HOURS IN ADVANCE WITH THE FACILITY. DOWNTIME SHALL BE KEPT TO A MINIMUM. 3. MAKE ALL NECESSARY PREPARATIONS TO MOVE EXISTING LOADS TO NEW PANELS PRIOR TO RELOCATION TO PROVIDE MINIMAL OUTAGES. 4. ENSURE PROPER PHASE AND ROTATION PRIOR TO MOVING EACH LOAD. PROJECT SEOUENCE: A. PROVIDE A NEW SECTION TO NORMAL SWITCHBOARD NMSB 12. B. PROVIDE A NEW MTS FOR ROLL UP GENERATOR CONNECTION. C. PROVIDE BREAKER(S), CONDUIT, CONDUCTORS AND MATERIAL REQUIRED TO PREPARE NEW CONNECTION FOR SWITCH OVER TO KEEP DOWNTIME TO A ABSOLUTE MINIMUM. D. COORDINATE SHUTDOWN WITH THE FACILITY TO PERFORM SWITCH OVER ONCE NEW CONNECTIONS ARE READY. E. MOVE CHILLER #1 LOAD TO NMSB #2. TEST FOR PROPER PHASING AND ROTATION PRIOR TO LOAD TRANSFER. F. TEST CHILLER FOR PROPER OPERATION. REVISIONS DATE AHCA COMMENTS 12/17 2007 FIELD CHANGES 3/03 2008 CL J Z a OAU PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 401.246.1688 FAX 407.246.1664 http://www.pelfla.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. — 21yr5ht Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. Z a CL J Z a OAU <W U OJJ -� W �= W w aC U 1 j z co O Cn Q U —�O a p W W a: rn C0 cE$ 0 0 Z -J T O U. Z 1..1. D W cd 0 1 W U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E202 C i Ck C_ O N C U C C i ( ( I L C J D 7 D I O D D V r; V C 0 0 U, 0 J C a) E U 0 EXISTING CONDITION TVSS 60A RATED 60A RATED TRS60R FLSR-60 EA BRANCH TWP #1 100A RATED 100A RATED SECTION 1 TRS -600—R ENDOSCOPY/RF EXAM SECTION 2 100A RATED 100A RATED LLSRK-80 ECSR-90 PANELBOARD SCHEDULE NSWB #1 TVSS NSWB #1 TVSS 600A RATED VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 TRS -600—R 277/480 VOLTS 3 0 4 WIRE 65 NOTE 3 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 3RD FLR MECH RM i 3RD FLR MECH RM TYPE: SQ D QED RATED AMPS: 600 FUSED AMPS: 600 TYPE: SQ D QED RATED AMPS: 600 FUSED AMPS: 600 TYPE: SQ D QED RATED AMPS: 3000 EQE ELEVS TYPE: SQ D QED RATED AMPS: 1600 EC BRANCH FED FROM:UTILITY TRANSFORMER 400A RATED FED FROM:UTILITY TRANSFORMER LOCATION: AS SHOWN FED FROM:UTILITY TRANSFORMER BOLT—ON 10 NORMAL E FLOOR MOUNTED B FED FROM:UTILITY TRANSFORMER LOCATION: AS SHOWN NEW ❑ BOLT—ON 13 NORMAL 10 FLOOR MOUNTED 13 BOLT—ON C NORMAL C FLOOR MOUNTED 0 NEW ❑ BOLT—ON ® NORMAL C FLOOR MOUNTED 13 NEW ❑ BOLT—ON 0 NORMAL C FLOOR MOUNTED E NEW ❑ BOLT—ON C NORMAL C FLOOR MOUNTED NEW ❑ PLUG—IN ❑ CRITICAL ❑ PLUG—IN SURFACE ❑ EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ 13 PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING IM PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ INDOOR 10 EXISTING IM RECESSED ❑ 13 M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ INDOOR10 M.C.B. M LIFE SAFETY ❑ RECESSED ❑ INDOOR El LPS—RK-350 KRP—C-800 M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ INDOOR 0 M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ INDOOR C M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ INDOOR 0 M.C.B. C LIFE SAFETY ❑ RECESSED ❑ M.L.O. C EQUIPMENT ❑ INDOOR � OUTDOOR ❑ M.L.O. ® EQUIPMENT ❑ OUTDOOR ❑ M.L.O. 0 EQUIPMENT ❑ OUTDOOR ❑ M.L.O. ❑ EQUIPMENT ❑ MAXIMUM CONNECTION PHASE AMPS: -- OUTDOOR ❑ M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. 93 EQUIPMENT ❑ OUTDOOR ❑ M.L.O. ❑ EQUIPMENT ❑ OUTDOOR ❑ NOTES: 1. REFER TO LOAD STUDY ON RISER DIAGRAM SHEETS FOR MORE INFORMATION. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. NOTE 4 NOTE 2 2ND FLR ELEC. RM. 200A RATED LPS—RK-150 CODENSING UNIT TWP TVSS 60A RATED 60A RATED TRS60R FLSR-60 EA BRANCH TWP #1 100A RATED 100A RATED LPS—RK-90 TRS -600—R ENDOSCOPY/RF EXAM PNL—LN 100A RATED 100A RATED LLSRK-80 ECSR-90 200A RATED LPS—RK-175 MAIN #2 PATIENT FLOORS CHILLER #2 NA X—FMR NORMAL BRANCH 400A RATED 600A RATED 200A RATED LPS—RK-400 FRS—R-450 LPS—RK-125 1 1 MAIN #3 3RD FLR MECH RM 1 3RD FLR MECH RM 100A RATED 1 100A RATED EQE ELEVS EC BRANCH LPS—RK-100 LPS—RK-100 400A RATED 400A RATED LPS-RK-400 LPS—RK-400 1 DISCONNECT FOR SECTION 2 MAIN #4 PNL—XH 400A RATED PNL—HN MAIN #6 EQ SYSTEM LPS—RK-400 400A RATED 1000A RATED 400A RATED LPS—RK-350 KRP—C-800 LPS—RK-400 MSC -1 TOTAL AMPS "A" PHASE: -- 400A RATED FRS—R-250 TOTAL AMPS "B" PHASE: -- TOTAL AMPS "C" PHASE: -- MAXIMUM CONNECTION PHASE AMPS: -- TOTAL CONNECTED kVA: -- TOTAL DEMAND kVA/AMPS: NOTE 1 NOTES: 1. REFER TO LOAD STUDY ON RISER DIAGRAM SHEETS FOR MORE INFORMATION. 2. LOAD TO BE RELOCATED TO NMSB #2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. UPON COMPLETION ON NEW CONNECTION, START UP AND PROPER OPERATION OF CHILLER #1 THE FUSES SHALL BE REMOVED AND THE BUCKET MARKED AS SPARE. 3. REMOVE THE EXISTING TVSS AND PROVIDE A NEW JOSLYN, 277/48OV, 30 WYE, 4WIRE+GROUND SURGETRACK MODEL #TK—ST400-3Y480—F. CONNECT PER MANUFACTURERS SPECIFICATIONS (NORMALY WITH IN 36" OF OCPD). 4. CONTRACTOR TO VERIFY EXISTING FUSES MEET THE TVSS SPECIFICATIONS. PROVIDE NEW AS REQUIRED. REVISED CONDITION TVSS DISCONNECT FOR SECTION 1 60A RATED TRS60R MAIN #1 EA BRANCH TWP #1 100A RATED 100A RATED MAIN .#5 SECTION 1 ENDOSCOPY/RF EXAM CHILLER #1 SECTION 2 100A RATED LLSRK-80 ECSR-90 600A RATED PANELBOARD SCHEDULE NSWB #1 TVSS 600A RATED VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 TRS -600—R 277/480 VOLTS 3 0 4 WIRE 65 FRS—R-450 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA—1 J 200A RATED LPS—RK-175 MAIN #2 PATIENT FLOORS CHILLER #2 NA X—FMR NORMAL BRANCH 400A RATED 600A RATED 200A RATED LPS—RK-400 FRS—R-450 LPS—RK-125 1 1 MAIN #3 3RD FLR MECH RM 1 3RD FLR MECH RM 100A RATED 1 100A RATED EQE ELEVS EC BRANCH LPS—RK-100 LPS—RK-100 400A RATED 400A RATED LPS-RK-400 LPS—RK-400 1 DISCONNECT FOR SECTION 2 MAIN #4 PNL—XH 400A RATED PNL—HN MAIN #6 EQ SYSTEM LPS—RK-400 400A RATED 1000A RATED 400A RATED LPS—RK-350 KRP—C-800 LPS—RK-400 MSC -1 TOTAL AMPS "A" PHASE: -- 400A RATED FRS—R-250 TOTAL AMPS "B" PHASE: -- TOTAL AMPS "C" PHASE: -- MAXIMUM CONNECTION PHASE AMPS: -- TOTAL CONNECTED kVA: -- TOTAL DEMAND kVA/AMPS: NOTE 1 NOTES: 1. REFER TO LOAD STUDY ON RISER DIAGRAM SHEETS FOR MORE INFORMATION. 2. LOAD TO BE RELOCATED TO NMSB #2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. UPON COMPLETION ON NEW CONNECTION, START UP AND PROPER OPERATION OF CHILLER #1 THE FUSES SHALL BE REMOVED AND THE BUCKET MARKED AS SPARE. 3. REMOVE THE EXISTING TVSS AND PROVIDE A NEW JOSLYN, 277/48OV, 30 WYE, 4WIRE+GROUND SURGETRACK MODEL #TK—ST400-3Y480—F. CONNECT PER MANUFACTURERS SPECIFICATIONS (NORMALY WITH IN 36" OF OCPD). 4. CONTRACTOR TO VERIFY EXISTING FUSES MEET THE TVSS SPECIFICATIONS. PROVIDE NEW AS REQUIRED. REVISED CONDITION TVSS 60A RATED 60A RATED TRS60R FLSR-60 EA BRANCH TWP #1 100A RATED 100A RATED LPS—RK-90 SECTION 1 ENDOSCOPY/RF EXAM PNL—LN SECTION 2 100A RATED LLSRK-80 ECSR-90 CHILLER #2 PANELBOARD SCHEDULE NSWB #1 TVSS 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA—1 J TYPE: SQ D QED RATED AMPS: 600 FUSED AMPS: 600 TYPE: SQ D QED RATED AMPS: 600 FUSED AMPS: 600 TYPE: SQ D QED RATED AMPS: 3000 3RD FLR MECH RM i 3RD FLR MECH RM TYPE: SQ D QED RATED AMPS: 1600 a: J — 100A RATED 100A RATED EQE ELEVS Z EC BRANCH FED FROM:UTILITY TRANSFORMER 400A RATED FED FROM:UTILITY TRANSFORMER LOCATION: AS SHOWN BOLT—ON 10 NORMAL E FLOOR MOUNTED B NEW ❑ BOLT—ON 10 NORMAL ® FLOOR MOUNTED 10 NEW ❑ BOLT—ON m NORMAL 13 FLOOR MOUNTED 13 NEW ❑ BOLT—ON 13 NORMAL 10 FLOOR MOUNTED 13 NEW ❑ PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING 10 PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING ® PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING ® PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ DISCONNECT FOR SECTION 2 EXISTING ® M.C.B. ❑ LIFE SAFETY ❑ M.C.B. RECESSED ❑ INDOOR 10 M.C.B. [I LIFE SAFETY ❑ RECESSED ❑ 13 M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ INDOOR10 M.C.B. M LIFE SAFETY ❑ RECESSED ❑ INDOOR El LPS—RK-350 KRP—C-800 LPS—RK-400 MSC -1 TOTAL AMPS "A" PHASE: -- 400A RATED M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. ® EQUIPMENT ❑ OUTDOOR ❑ M.L.O. 0 EQUIPMENT ❑ OUTDOOR ❑ M.L.O. ❑ EQUIPMENT ❑ MAXIMUM CONNECTION PHASE AMPS: -- OUTDOOR ❑ TOTAL CONNECTED kVA: -- TOTAL DEMAND kVA/AMPS: NOTE 1 NOTES: 1. REFER TO LOAD STUDY ON RISER DIAGRAM SHEETS FOR MORE INFORMATION. 2ND FLR ELEC. RM. 200A RATED LPS—RK-150 CODENSING UNIT TWP TVSS 60A RATED 60A RATED TRS60R FLSR-60 EA BRANCH TWP #1 100A RATED 100A RATED LPS—RK-90 TRS -600—R ENDOSCOPY/RF EXAM PNL—LN 100A RATED 100A RATED LLSRK-80 ECSR-90 DISCONNECT FOR SECTION 1 MAIN #1 MAIN #5 SPARE 600A RATED 600A RATED TRS -600—R 200A RATED j Z J LPS—RK-175 0 Q F_ Q D Z -j WQQ MAIN #2 J _ U PATIENT FLOORS U CHILLER #2 NA X—FMR NORMAL BRANCH 400A RATED J 600A RATED 200A RATED LPS—RK-400 W FRS—R-450 J LPS—RK-125 Q=W J 0 (L U U. Z MAIN #3 — Cd 3RD FLR MECH RM i 3RD FLR MECH RM W J a: J — 100A RATED 100A RATED EQE ELEVS Z EC BRANCH LPS—RK-100 LPS—RK-100 400A RATED 400A RATED LPS—RK-400 LPS—RK-400 DISCONNECT FOR SECTION 2 MAIN #4 PNL—XH 400A RATED PNL—HN MAIN #6 EQ SYSTEM LPS—RK-400 400A RATED 1000A RATED 400A RATED LPS—RK-350 KRP—C-800 LPS—RK-400 MSC -1 TOTAL AMPS "A" PHASE: -- 400A RATED TOTAL AMPS "B" PHASE: -- FRS—R-250 TOTAL AMPS "C" PHASE: -- MAXIMUM CONNECTION PHASE AMPS: -- TOTAL CONNECTED kVA: -- TOTAL DEMAND kVA/AMPS: NOTE 1 NOTES: 1. REFER TO LOAD STUDY ON RISER DIAGRAM SHEETS FOR MORE INFORMATION. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. GENERAL NOTES: 1. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 2. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OWNER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 3. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. ELECTRIC OUTAGES/DOWNTIME NOTES: 1. COORDINATE ALL DOWNTIME WITH OWNER PRIOR TO OUTAGES, OFF HOUR WORK MAY BE REQUIRED. 2, COORDINATE ALL DOWNTIME IN WRITING 72 HOURS IN ADVANCE WITH THE FACILITY. DOWNTIME SHALL BE KEPT TO A MINIMUM. 3. MAKE ALL NECESSARY PREPARATIONS TO MOVE EXISTING LOADS TO NEW PANELS PRIOR TO RELOCATION TO PROVIDE MINIMAL OUTAGES. 4. ENSURE PROPER PHASE AND ROTATION PRIOR TO MOVING EACH LOAD. EXISTING PANEL SCHEDULE N SW13 #1_ REVISED PANEL SCHEDULE NSW13 #1 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 401.246.1688 FAX 407.246.1664 h ttp://www.pelfia.com -Mail to: pei®peifia.com ght — All ideas, designs, methods and indicated or represented by this drawing ned by and the property of Peninsula ering, Inc. and were created, evolved eveloped for use on and in connection he specified project. None of the ideas, s, arrangements, methods or plans shall ed by or disclosed to any person, firm rporation for any purpose whatsoever t the written permission of Peninsula eering, Inc. �pyright 2005 Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. W j Z J 0 Q F_ Q D Z -j WQQ M J _ U ,- U oc J WU W J W Z J J Q=W J 0 (L U U. U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E203 Z 0 Cl) V J F_ Q =�0 —�O M J owW V/ Q QUO ac Z J 0 E 5 # U. Z 0: — Cd = 0 W J a: J — Z U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E203 N w W J J U U cn J z a N w i 0 r` 0 U 030 �r r` 0 i 0 .d- 0 r) O 0 N O P z C a) E Z3 U O M w a_ 0 Cn a) E a 5 M 0 E U a 0 E LC I 0C c c z a: `cr C a C_ SCHEDULE___1 NOTE 3 SPACE SPACE SPACE SPACE SPACE SPACE NNH3 300KVA UPS SEC11ON 1 C'B' LU SECTION 2 o PANELBOARD SCHEDULE NMSB #2 o T 3 Q � TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 FC 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 t� BREAKER TYPE IN INCHES .CHILLED PICK UP Q, FED FROM:UTIUTY TRANSFORMER LOCATION: AS SHOWN NEW ❑ BOLT -ON ® NORMAL C FLOOR MOUNTED 10 NEW ❑ BOLT -ON C NORMAL C FLOOR MOUNTED e EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ KC —`� 125 r EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ NEW ❑ BOLT -ON ® NORMAL C FLOOR MOUNTED EXISTING C PLUG-IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING Ea PLUG-IN ❑ CRITICAL ❑ SURFACE ❑ M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ _ ME -- 8 250 3 0.75 EXISTING IM PLUG-IN ❑ .CRITICAL ❑ SURFACE ❑ INDOOR IM M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ INDOOR 0 M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ 225 3 M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. C EQUIPMENT ❑ -- - - INDOOR Q M.C.B. 0 LIFE SAFETY ❑ RECESSED ❑ OUTDOOR ❑ M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. IM EQUIPMENT ❑ "7 LOAD (AMPS) C.B. - OUTDOOR ❑ M.L.O. ❑ EQUIPMENT ❑ — SPACE SPACE SPACE SPACE SPACE SPACE NNH3 300KVA UPS ZOM :NE E�Imm TVSS NDPL X -FMR ORHN EC2-ATS CHILL_ C.B. C'B' LU LOAD (AMPS) o LOAD (AMPS) AMP o T 3 Q � TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 FC Ir` 30 3 ff �=.F y WIDTH FED FROM: UTILITY TRANSFORMER LOCATION: AS SHOWN LONG TOTAL AMPS "C" PHASE: -- BOLT—ON C NORMAL 1121 FLOOR MOUNTED C WATER PUMP FC _ ��� 60 r PANEL t� BREAKER TYPE IN INCHES .CHILLED PICK UP Q, — — INSTANT MAXIMUM CONNECTION PHASE AMPS: -- DE- IAY KAIC PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING M PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ KC —`� 125 r EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING ❑ TOTAL CONNECTED kVA: -- 1 NMSB #2 CHILLER #1 LX M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ _ ME -- 8 250 3 0.75 0.2 INDOOR 13 M.C.B. C LIFE SAFETY ❑ RECESSED ❑ ,; INDOOR � ?r KC e 225 3 M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. C EQUIPMENT ❑ -- - - ZOM :NE E�Imm TVSS NDPL X -FMR ORHN EC2-ATS CHILL_ 2500A MAIN BREAKER PXF3625000Z LONG TIME PICK UP:3 DELAY: MAX SHORT 11ME PICK UP: 3 DELAY: MAX INSTANT: - GROUND FAULT: 1200 DELAY. MAX AMPRERE:2500 OVERLOAD: MIN 500KVA UPS MX - C'B' LU 1-4 3 LOAD (AMPS) AMP o T 3 Q � TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 FC Ir` 30 3 4 �=.F y WIDTH FED FROM: UTILITY TRANSFORMER LOCATION: AS SHOWN LONG TOTAL AMPS "C" PHASE: -- BOLT—ON C NORMAL 1121 FLOOR MOUNTED C WATER PUMP FC _ ��� 60 r PANEL t� BREAKER TYPE IN INCHES .CHILLED PICK UP Q, — — INSTANT MAXIMUM CONNECTION PHASE AMPS: -- DE- IAY KAIC PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING M PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ KC —`� 125 3 EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING ❑ TOTAL CONNECTED kVA: -- 1 NMSB #2 CHILLER #1 LX M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ _ INDOOR 13 M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ � 8 — 8 0.75 0.2 INDOOR 13 M.C.B. C LIFE SAFETY ❑ RECESSED ❑ TOTAL DEMAND kVA/AMPS: NOTE 1 INDOOR � KC — 225 3 M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. C EQUIPMENT ❑ ,, OUTDOOR ❑ M.L.O. ❑ EQUIPMENT ❑ OUTDOOR ❑ "7 LOAD (AMPS) C.B. - — — AMP KC --n 250 3 o 110 T QPf --. - - ATS—EA2 ME -- S'y; F 70 3 3 MOBILE CT/PET KCgg — ,y o ti, MX 3 — 1 TVSS FC j -- 70 1 3 3 „ 2500A MAIN BREAKER PXF3625000Z LONG TIME PICK UP:3 DELAY: MAX SHORT 11ME PICK UP: 3 DELAY: MAX INSTANT: - GROUND FAULT: 1200 DELAY. MAX AMPRERE:2500 OVERLOAD: MIN 500KVA UPS MX - — — SECTION 2 800 3 — EQ2-ATS MX - 800 3 Q TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 _ N Q r Uac LOAD �=.F y WIDTH FED FROM: UTILITY TRANSFORMER LOCATION: AS SHOWN LONG TOTAL AMPS "C" PHASE: -- BOLT—ON C NORMAL 1121 FLOOR MOUNTED C WATER PUMP FC _ ��� 60 r PANEL SERVED BREAKER TYPE IN INCHES .CHILLED PICK UP Q, NEW E3 DE- INSTANT MAXIMUM CONNECTION PHASE AMPS: -- DE- IAY KAIC PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING M PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ SQ D �"i EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING ❑ TOTAL CONNECTED kVA: -- 1 NMSB #2 CHILLER #1 LX M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ _ INDOOR 13 M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ � 8 — 8 0.75 0.2 INDOOR 13 M.C.B. C LIFE SAFETY ❑ RECESSED ❑ TOTAL DEMAND kVA/AMPS: NOTE 1 INDOOR � 1. SETTINGS FOR NEW BREAKER. M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. ® EQUIPMENT ❑ OUTDOOR ❑ M.L.O. ❑ EQUIPMENT ❑ OUTDOOR ❑ LOAD (AMPS) C.B. o 0 LOAD (AMPS) AMP o IN 0 T 1LOAD (AMPS)IAMPI o 110 T ATS—EA2 ME -- S'y; F 70 3 3 MOBILE CT/PET KCgg — ,y o ti, 200 3 — 1 TVSS FC j -- 70 1 3 3 „ SPACE LLqk SPACE— _ i E NDLP KC _ F 225 3 "�'F SPACE —r 1 NDPL X—FMR KC -- 125 3 —� 400 3 CONDENSATE PUMP FC — x 60 3 PANEL CH LX-- — SEC11ON 3 NOTE 1 — — SECTION 2 — TVSS — 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 TOTAL AMPS "A" PHASE: -- TOTAL AMPS "B" PHASE: 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA—1 Q TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 _ TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 Q r Uac LOAD �=.F y WIDTH FED FROM: UTILITY TRANSFORMER LOCATION: AS SHOWN LONG TOTAL AMPS "C" PHASE: -- BOLT—ON C NORMAL 1121 FLOOR MOUNTED C WATER PUMP FC _ ��� 60 3 PANEL SERVED BREAKER TYPE IN INCHES .CHILLED PICK UP Q, NEW E3 DE- INSTANT MAXIMUM CONNECTION PHASE AMPS: -- DE- IAY KAIC PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING M PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ SQ D �"i EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING ❑ TOTAL CONNECTED kVA: -- 1 NMSB #2 CHILLER #1 LX M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ _ INDOOR 13 M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ � 8 — 8 0.75 0.2 INDOOR 13 M.C.B. C LIFE SAFETY ❑ RECESSED ❑ TOTAL DEMAND kVA/AMPS: NOTE 1 INDOOR � 1. SETTINGS FOR NEW BREAKER. M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. ® EQUIPMENT ❑ SUBTOTAL AMPS SUBTOTAL AMPS -- -- —� — NOTE: 1. REFER TO LOAD STUDY ON RISER DIAGRAM SHEETS FOR MORE INFORMATION. 2. REMOVE THE EXISTING TVSS AND PROVIDE A NEW JOSLYN, 277/48OV, 30 WYE, 4WIRE+GROUND SURGETRACK MODEL #TK—ST400-3Y480—F. CONNECT PER MANUFACTURERS SPECIFICATIONS (NORMALY WITH IN 36. OF THE OCPD). 3. PROVIDE A NEW SECTION #3 AND CONNECT TO THE EXISTING NMSB #2. VERIFY EXACT MATERIAL REQUIRED WITH SQ D PRIOR TO ORDERING. 4. PROVIDE A NEW BREAKER AS REQUIRED PER TVSS SPCIFICATIONS. MATCH EXISITNG BREAKER TYPE. TVSS REVISED SCHEDULE BREAKER SCHEDULE AND SETTINGS SEC11ON 3 NOTE 1 SECTION 1 SECTION 2 PANELBOARD SCHEDULE NMSB #2 TVSS BREAKER 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA 1 277/480 VOLTS 3 0 4 WIRE 65 kAIC NEMA—1 Q TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 TYPE: SQ D QED RATED AMPS: 2500 FUSED AMPS: 2500 Q r Uac LOAD AND WIDTH FED FROM: UTILITY TRANSFORMER LOCATION: AS SHOWN LONG TIME BOLT—ON C NORMAL 1121 FLOOR MOUNTED C NEW ❑ BOLT—ON IM NORMAL C FLOOR MOUNTED C NEW ❑ BOLT—ON 10 NORMAL E FLOOR MOUNTED 10 CURRENT NOTE PANEL SERVED BREAKER TYPE IN INCHES NEW ❑ BOLT—ON 10 NORMAL 0 FLOOR MOUNTED PICK UP DE- LAY NEW E3 DE- INSTANT PICK UP DE- IAY KAIC PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING M PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ SQ D EXISTING C PLUG—IN ❑ CRITICAL ❑ SURFACE ❑ EXISTING ❑ 1 NMSB #2 CHILLER #1 LX M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ INDOOR IM M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ INDOOR 13 M.C.B. ❑ LIFE SAFETY ❑ RECESSED ❑ 14 8 .05 8 0.75 0.2 INDOOR 13 M.C.B. C LIFE SAFETY ❑ RECESSED ❑ NOTE: INDOOR � 1. SETTINGS FOR NEW BREAKER. M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. C EQUIPMENT ❑ OUTDOOR ❑ M.L.O. ® EQUIPMENT ❑ OUTDOOR ❑ M.L.O. ❑ EQUIPMENT ❑ OUTDOOR ❑ LOAD (AMPS) C.B. o 0 LOAD (AMPS) AMP o IN 0 T 1LOAD (AMPS)IAMPI o 110 T CHILLER # LX 360 ;; 600 3 SPACE -- — 1 TVSS FC j -- 70 1 3 3 SPACE LLqk SPACE— JUL) "�'F SPACE —r 1 NDPL X—FMR KC -- 125 3 —� gn SPACE �. SPACE -- — 1 SPACE NNH3 ME ' SPACE — 1 250 3 ORHN KC -- ''` 225 3 j SPACE -- — 1 — — — — a _ _ SPACE x i-10 —ATS KC — F, X250 1 3 SPACE��� �� — SPACE o _- - SPACE 1 300KVA UPS MX -- .r �; SPACE —�,, 1 800 3 CHILLER #3 MX ---� , ,�� 400 3 SPACE SPACE a.�W,-- _ ?M SPACE :x , SPACE ` SPACE � ' ,�� -- — 1 — d x —� 2500A MAIN BREAKER PXF362500GZ LONG TIME PICK UP: 3 DELAY. -MAX SHORT TIME PICK UP: 3 DELAY: MAX INSTANT: — GROUND FAULT:1200 DELAY:MAX AMPRERE: 2500 OVERLOAD: MIN SPACE —� _ — 1 500KVA UPS MX -- �« 800 3 EQ2—ATS MX��" -- ro �� 800 3 xp & SPACE' SPACE. - — — 1 �h SPACE SPACE f'ki r- ''P'='' 3:'. —4�p" l sr" �R y' `°✓�F „„�vv�f SPACE k - -- '�� 1 ATS—EA2 ME -- ���..� a 70 3 MOBILE CT/PET KC -- 200 3 SPACE — SPACE SPACEx 1 SPACE --� "7' — 1 — �.` K2. ,prop Kv — `�': NDLP KC --�,� 225 3 _ — SPACE 9 f — — — SPACES 71 — SPACE -- — 1 PANELCH LX -- �rF 400 3 CONDENSATE PUMP FC — 60 3 — =eFl TOTAL AMPS "A" PHASE: -- SPACE — 1 — — — — — SPACE TOTAL AMPS "B" PHASE: -- TOTAL AMPS C PHASE: -- "" SPACE — _ — 1 — .t . CHILLED WATER PUMP FC --� 60 3 , MAXIMUM CONNECTION PHASE AMPS: — SPACE TOTAL CONNECTED kVA: -- SPACE 'm TOTAL DEMAND kVA/AMPS: NOTE 6 SUBTOTAL AMPS -- -- — SUBTOTAL AMPS — -- _ — SUBTOTAL AMPS -- p NOTE: 1. PROVIDE A NEW SQ D SECTION. REFER TO RISER DIAGRAM FOR MORE INFORMATION. 2. PROVIDE A NEW BREAKER WITH LSI AND GROUND FAULT. REFER TO BREAKER SCHEDULE AND SETTINGS ON RISER DIAGRAM SHEET FOR MORE INFORMATION. PROVIDE A NEW 70A/3P TYPE FC BREAKER. CONNECT TO NEW TVSS PER MANUFACTURERS SPECIFICATIONS. 2 PROVIDE WITH GROUND FAULT AND KIRK KEY LOCK DEVICE.. 6. REFER TO LOAD CALCULATION ON SHEET E2.6 FOR MORE INFORMATION. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. BREAKER SCHEDULE AND SETTINGS Q WQ MANUFAC. BREAKER E STATIC TRIP Q V C J GROUND FAULT Q r Uac LOAD AND WIDTH Cl) LONG TIME SHORT TIME FAULT CURRENT NOTE PANEL SERVED BREAKER TYPE IN INCHES RATED AMPS PICK UP DE- LAY PICK DE- INSTANT PICK UP DE- IAY KAIC SQ D 1 NMSB #2 CHILLER #1 LX 7.5 600 1.0 14 8 .05 8 0.75 0.2 65 NOTE: 1. SETTINGS FOR NEW BREAKER. GENERAL NOTES: 1. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 2. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED 1N THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OWNER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 3. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. ELECTRIC OUTAGES/DOWNTIME NOTES: 1. COORDINATE ALL DOWNTIME WITH OWNER PRIOR TO OUTAGES, OFF HOUR WORK MAY BE REQUIRED. 2, COORDINATE ALL DOWNTIME IN WRITING 72 HOURS IN ADVANCE WITH THE FACILITY. DOWNTIME SHALL BE KEPT TO A MINIMUM. 3. MAKE ALL NECESSARY PREPARATIONS TO MOVE EXISTING LOADS TO NEW PANELS PRIOR TO RELOCATION TO PROVIDE MINIMAL OUTAGES. 4. ENSURE PROPER PHASE AND ROTATION PRIOR TO MOVING EACH LOAD. EXISTING NEW PANEL PANEL SCHEDULE SCHEDULE NMSB #2 NMSB #2 REVISIONS DATE ZLFIELD 3/03 CHANGES 2008 C"CI1II1JULf1 ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 401.246.1688 FAX 407.246.1664 http://www.pelfla.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. - 20x05ht Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. W VJ Q WQ J E Q V C J W Q r Uac �— U Cl) a: 1--W J U W J J W J Q 1:W EL U 1 Z 0. 03 (j) F- 0 Q =�U 0 aj MJ W W C • — F_ C() Cf) Q CEI a 0 13 i z J 0 LL Z DW I L 0 J L. a: J �a_ U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB N0. 07440 SHEET o, CV w ry Of w U ry w C/) c� z V) X w Lq N W I 0 �I- i U d a) 0 0 0 / CD 0 N O tri P 6 Z a) E U O 0 w 0 te' a) E .6 0 C E v O E a N CN I 00 CD C) N E CD `5 a� w U, 0 J C N E U O Q NEW CONDITION UPON COMPLETION OF PROJECT NORMAL POWER LOAD CALCULATION 30 DAY RECORDED LOAD FOR NMSB #1 = 2180.5AMPS/1812KVA CHILLER #1 LOAD REDUCED IN THIS PROJECT =-360.OAMPS/298.9KVA TOTAL LOAD = 1820.5AMPS/1513.1KVA 25% INCREASE PER NEC = +455.1AMPS NEW TOTAL LOAD = 2275.6AMPS/1891.8KVA NORMAL POWER SYSTEM FPL SERVICE #1 30 277/480V SECONDARY t A A , 2 11500KVA -BO LTJ NMSB #1 �-I----------------h 6 18 II o l o I - - - A I A I I I 1 1 4 1 1 1 1 2 I 4 3 4 9 1 4 4 4 4 1 2 0 5 0 0 7 5 I 0 6 6 9 8 6 5 0 0 1 5 5 0 0 A A A A A A A I A A A A A A A A A I A A A A I I I L_I_�-��--L-I--I--�----I---I--�- I--1----I--r--I---I--�J 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 L------------------------------------------ ATS -EQ i+-----� CM I w T 1 N V I I I I I L-------------------------------------------� ATS -EC ----� N C I P P I D S E 1 I 2 1 I g S I I ) I L ------t CHILLER #110 N I I C N I I Y I I I L-------2 CHILLER #2 G I I I I I U I ,--Y= _, I I L - N I I_�45KVA I I — — — — — — — — — — — — — — — — — — — — — — — — — -----2 ATS—EA----� T I I L--------------------------------------------------- ATS-EQE---.� L---- I ------------------ -------------------------------------_j I I I I I I------------------- .� ----------------------� j_ _LN FI�J r--- ----� -------- --,----------!------JJN-----� F_ 7 LIJ r---XH� r-------------� I I I I T II r 30A) 30A) 70A) 30A) 30A)200A) 150A) 40A) 30A) 125A)125A) 90A) \ A_175KVA 11 5 6 I I ---�o I I I I I 1 I1tIIIttt ---1 y_V o L—j A A -------J L_ __J I I I LIJ _ F -I I 50A (- --L I I I I LJ E I S T R M C T C NA NA _j rl L --I I I I __ I I F R P E T R T R T _ I LEFT ___RIGHT r---- r� R A M C I A L_-------------� J I 60A NFJ f � � I I I I I I _ 17A I \ A_13A I \_A_13A I — — — - — — — — — — — — 50Ar,-J I LIJ C A E W 1 U A H A I 200ArNF�J 225A) I— =___ ______ ______ L J I A T L E C T N C N I ( L J 1�Y- '"r"'\ 1-Y- -Y /-Y- T- T- T T- T- T T- T- T 145KVA 60A Y r \_A_ 30KVA I \A_ _A_, T I 0 L A S 0 I F �J I FI I I I I I I I _ )— — ------ H 0 A D T I I M A 200A rNF K6oa I I I L- �,J F �J r �J r �J F �J r �J r �J r �J r �J r �J ,f y Y I --7.= ___z_ I N D E H D N P / LIJ XL2 LJ LJ LJ LJ LJ LJ LJ LJ LJ -- _ 2D ( ( _ A P N R L E H C Q I I AC5 RF5 EF18 AC2 RF2 EF2 AC1 RF1 EF1 I 2C ( B U G 0 A 0 T I I \ A _A 1 I t` 2ND FLR 3RD FLR WEST 3RD FLR EAST I I I 2A 2B M U B U 0 \_A_A_A_; 100A) I EQUIP. RM. MECH RM MECH RM I I I I I I I P D T S R =_____ I ^ ----- —) I I I I 125A ' I I I I I I 0 L E r^Y^�75KVA I 75KVA_I \ 1 F � I I I � I ( 125Aj I C E �- - I I I 1� I I SIJ I I I I I I I I K T NA1 _1 NOBs0A -1-xL I xL1 I i I I I I I I I I --SIJ I I I I I -------- 60A I I I I I I L---� L -_-J I 1� { I I I I 100A) I I r----\ I I f\ I 1C _ _ K _ I _ 1A1 _ _ 1A _ 1 — 1B I I I I I I I ri r� 100A rN�J - - -I �- - -� -I 7 F_ -1 LFI- -------------- y LIJ L — — — -J L — — — —�I I 90A I ) ( I 100A) I I 125A) I I I L___J L__1_J I �200A) r 100ArNFIJ 50Ar F_ LIJ L J ^r^I45KVA I I I _J L__I_J L_!L_!_J L_ -_J 45KVA 130KVA _ I D 1DA %_A_ _Al \_A_ -A_) _ T '^Y I-1 Y_\ /�Y�Y Yom\ I I I 100A) I I 100A) I 100A rN,J L ---J I- 3A r---1 3B I— 3C F =Z 3D I I I I LIJ III I 125A) 190A 1III I I �j I I I I L___J L_ _J I45KVA A \-�-A-/ mo �'7oA I I I I 60A\_� I ( / Y Y L_ _J L ---J I---� II II II II L ---J L----1 EXISTING NORMAL POWER RISER DIAGRAM SERVICE #1 SCALE: NONE 1. DASHED LINE REPRESENTS EXISTING TO REMAIN. 2. SOLID LINE REPRESENTS NEW WORK IN THIS PROJECT. POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. ELECTRIC OUTAGES/DOWNTIME NOTES: 1. COORDINATE ALL DOWNTIME WITH OWNER PRIOR TO OUTAGES, OFF HOUR WORK MAY BE REQUIRED. 2. COORDINATE ALL DOWNTIME IN WRITING 72 HOURS IN ADVANCE WITH THE FACILITY. DOWNTIME SHALL BE KEPT TO A MINIMUM. 3. MAKE ALL NECESSARY PREPARA11ONS TO MOVE EXISTING LOADS TO NEW PANELS PRIOR TO RELOCATION TO PROVIDE MINIMAL OUTAGES. 4. ENSURE PROPER PHASE AND ROTATION PRIOR TO MOVING EACH LOAD. GENERAL NOTES: 1. REFER TO PANEL SCHEDULES, EQUIPMENT SCHEDULES/DETAILS/RENOVATION RISER DIAGRAM FOR MORE INFORMATION. 2. RISER DIAGRAM IS DIAGRAMMATIC AND INTENDS TO SHOW THE REQUIRED CONNECTIONS. FIELD COORDINATE EXACT CONDUIT ROUTING AND EQUIPMENT LAYOUT PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OWNER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ELECTRIC DOORS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS/RIVETS OR APPROVED CEMENT/ADHESIVE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. KEYED NOTES: O EXISITNG CHILLER #1 LOAD TO BE RELOCATED TO NSWB #2. UPON COMPLETION OF NEW CONNECTIONS AND THE CHILLER IS PROPERLY RUNNING REMOVE EXISTING CONDUIT, WIRE, FUSES ETC. MARK FUSE BUCKET AS SPARE. COORDINATE WITH THE FACILITY PRIOR TO ANY DEMOLITION. REFER TO PANEL SCHEDULES, RISER DIAGRAM AND RENOVATION SHEETS PRIOR TO COMMENCING WORK. O2 REMOVE EXISTING TVSS AND PROVIDE A NEW TVSS. REFER TO PANEL SCHEDULE FOR MORE INFORMATION. REVISIONS DATE FIELD 3/03 CHANGES 2008 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 4089 VOICE 401.24-6.1688 FAX 407.246.1664 http://www.pefflo.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 4�pyright 2005 Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. z U) I -- O Cj) Q 0 —�O aj� J C W W •�I—cr oc cn Q a 00 0 E U. Z I.L W Cd 0 J Zj J O j U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E235 W r Q WWF TUU :3 IL a: JWP Q W W J 0 0) z M U z U) I -- O Cj) Q 0 —�O aj� J C W W •�I—cr oc cn Q a 00 0 E U. Z I.L W Cd 0 J Zj J O j U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E235 01 3 N w Of N w J J 2 U of w N W I 0 C) 0 U 0 0 0 r- 0 i C1 0 0 N O rl N E z a� i� C Q) E U O D W 0 iv E .a 0 o= E Z3 U O E 0 N N I 00 0 C) N 0 L a: E E C C "N FAULT CURRENT SCHEDULE 10 32552 A AVAILABLE (NORMAL) UTILITY TRANSFORMER 20 29205 A AVAILABLE (NORMAL) 30 23407 A AVAILABLE (NORMAL) 40 19595 A AVAILABLE (NORMAL) LOAD CALCULATIONS FOR NORMAL SERVICE #2 (1500KVA XFMR) RECORDED LOAD FOR NSWB #2 = 561.OAMPS/466.2KVA LOAD ADDED IN PREVIOUS PROJECT = 17.3AMPS/14.4KVA CHILLER LOAD ADDED IN THIS PROJECT = +360.OAMPS/299.2KVA NEW NORMAL LOAD = 938.3AMPS/780.1KVA 25% INCREASE PER NEC = +234.6AMPS/195.OKVA TOTAL NEW LOAD = 1173.OAMPS/975.1 KVA NORMAL 2 FPL SERVICE POWER 30 277/480V SECONDARY T NORMAL POWER SYSTEM FPL SERVICE #1 30 277/480V SECONDARY I `•� r elVA v11500KVA 1 -Bo 10 �— 6sets 4-600MCM 20 NMSB #1 - - - NMSB #2 r------------ - — — — — — — — — — —------ - — — — TVSS — — — — — — — — — — 1 — — — — — — (KIRK KEY LOCK) — T — — — (KIRK KEY LOCK) I — — I VS � TVSS j —r ,1�-rte'-------------- 11 I I Oj 2500A ) w/cFl 6 1 1 ('8 1 I 1 I r 0 I I 0 I (KIRK KEY LOCK) L— J e A i I I A I I--rt--r----r--r------1---1---1--r—--r--r V 125A) 200A) 350A) 2 225A) 60A) 60A) 400A) 225A) 225A) 450A) 250A) BOOM 250A) 800A) 1 �4 1 1 1 1 2 1 I 1 4 3 4 9 14 4 4 4 I O GFPA i 2 0 5 0 0 7 5 I I 0 6 6 9 8 6 5 0 0 15 5 0 0 I F,�T GFP r GFPr GFPr GFP� GFT GFR' GFF�' GFfj' GFP( GFP� GFP� GFP� GFP� GFP� 5 0 0 0 0 5 0 I I( 0 0 0 0 0 0 0 0 A 1 0 0 0 0 I gxrorI } } } t } t f A A A A A A A I A A A A A A A A A A A A I I I _ I� -I---� -I---—----1--L--1--I--a-- 4- L - �—a- —1— ——I-1-4----1-4—�-4—+-1—� —1-4-1 � _j I ,i ,i ,i I I I I I 11 II II II II II II II II II II II II II r � F J TrI PUPC3 ER J-BOXI f V WATER M# I I I � PUMP I s NFIJ I I I I I I I NA XH I I I C M I I I T T LN E T HN A A S I A A O3 2sets 3—#350 1—#1/0 GND 3"C. I P°BCT I I ( I I I 0 S 1 I W W N V T T P T T I 150K -----------J I I p C I I I P P o S S S AR I S S I i CH_ _� �VA _A , i 1 r-----� I E 1 I I I 2 1 S E E E I E E 4o I I--I-��I I f ^Y�y % I I I I I 1 N I I C Q A I C Q I (- BOA S I 1 o E I I I 1 I I NDLP ORHN I I I I I I L_ -------------------- I I I I 1 I P J -BOX CHILLER -? ATS -CL ?- - - - - - - - - - -� G I I I Y L------ r�-----�cHILLER #2 #1 ( I l i\ I I I I I I 11 I I I L------------------------ ATS-EC2 2------------� — i I I I AIR I 225A) I I I I ------------------------- U I L�-------------------I I L ---J I I I 125A) ( � ATS-EQ2 �---------� NL_ I-------------------------------------------- -- I COOLED I ? I I I I I L_---------------------------- ATS-EA2------------ 1 I I I�------------------------------------------- .� 1 1 ISWBD GLYCAL ,'-- !; T I— f—— —�— —— -� T i CHILLER io KIRK KEY (KIRK KEY (KIRK KEY (KIRK KEY I I _100A I I — I — — — — — — — — — — — — — — — — (( -- -- 1-- 50Ar,� I L 400A) 600A) L400A) 600A) I I I I I L -----------I c — _ _ — _ _ c — _ — T T T T T T T T T L J I r r r r I —i I I X5 300KVA I FI1j I I I I FI1j 'L I 60ArI�J I—i---�--4-- -- I 175KVA i------ r---� ,`AV175KVA i r - UPS L, raj raj r�J raj raj raj rj raj raj 2C Lr----------- 1-A , NNH3 LJ LJ LJ LJ LJ LJ LJ LJ LJ 1 Li I -Y--, I I1 y F-------�--� AC5 R175 EF18 AC2 RF2 EF2 AC1 RF1 EF1 2ND FLR 3RD FLR WEST 3RD FLR EAST 3A 2A1 EQUIP. RM. MECH RM MECH RM I ,.� _ � NDPL 3NLP1 i _ 3NLP2 ORNL 600A) I _ _ I I I I ( i 3C 130 (— -1 -1 —1 I } r --I� ��I--r--�-- �--I —1 QUICK I I I I I I I I 1225A I I l 1 I( 450A \ ICONNECT . a r I 35A) 45A) 125A) I 1 1 ASSEMBLY t4-- — I I r r r I 11 I I I I I I ( t 1 150A) I f f f I 1 L ---J L— —J L— —J I r I L-1--L---LJ I I 450A) I t I I I I r L_ POLICY FOR PLANNED OUTAGES tJ - - - - - I r _jI 1 AND DISRUPTIONS: 1 I PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING NICU_ L SECT. 1_&_2 — NP1_ + _ NP2 + _ I SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT F T 1 MRI/CT PNL_ 1 LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION -1, I I I ( l I I ` I I X1 r - - -I OF SERVICE FOR APPROVAL OF THE WORK. 60A) 60A) 75KVA - -j ROLL UP i I I I r I i r I ,_ —._, i l GENERATOR=Y=� t I I t I Y i 70A) i RENOVATION NORMAL POWER RISER DIAGRAM SERVICE #2 SCALE: NONE 1. DASHED LINE REPRESENTS EXISTING TO REMAIN. 2. SOLID LINE REPRESENTS NEW WORK IN THIS PROJECT. —L- IL MRI EQUIP. 1 _ _1NNL3 _ r- - _� NNL3A F_ _T SECT. SE_CT. 2 n 50A) ELECTRIC OUTAGES/DOWNTIME NOTES: 1. COORDINATE ALL DOWNTIME WITH OWNER PRIOR TO OUTAGES, OFF HOUR WORK MAY BE REQUIRED. 2. COORDINATE ALL DOWNTIME IN WRITING 72 HOURS IN ADVANCE WITH THE FACILITY. DOWNTIME SHALL BE KEPT TO A MINIMUM. 3. MAKE ALL NECESSARY PREPARATIONS TO MOVE EXISTING LOADS TO NEW PANELS PRIOR TO RELOCATION TO PROVIDE MINIMAL OUTAGES. 4. ENSURE PROPER PHASE AND ROTATION PRIOR TO MOVING EACH LOAD. - NNL3D L GENERAL NOTES: I 1. PROVIDE NEW NAME ENGRAVED PLATES INDICATING SUPPLY PANEL AND CIRCUIT i NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE L — — — RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 2. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OWNER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 3. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. KEYED NOTES: O1 PROVIDE A NEW SQ D PANEL SECTION AND CONNECT TO EXISTING SWITCHBOARD SECTION. COORDINATE WITH GREG WOLFE 407-389-2330 AT SQ D PRIOR TO ORDERING. REFER TO PANEL SCHEDULES AND RENOVATION SHEETS FOR MORE INFROMATION. O2 PROVIDE A NEW SQ D BREAKER. REFER TO BREAKER SETTING SCHEDULE AND PANEL SCHEDULES FOR MORE INFORMATION. O3 INSTALL NEW CONDUIT AND WIRE PRIOR TO DISCONNECTING EXISTING FEEDERS. CONNECT TO EXISTING CHILLER #1 PER MANUFACTURERS SPECIFICATIONS. REMOVE EXISTING FEEDERS UPON COMPLETION OF NEW CONNECTIONS. SHUTDOWN AND CHANGEOVERS SHALL BE KEPT TO. 0 NOT USED. REMOVE EXISTING TVSS AND PROVIDE A NEW TVSS. REFER TO PANEL SCHEDULE FOR MORE INFORMATION. NOT USED. (om REVISIONS DATE 0 FIELD 3/03 CHANGES 2008 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 40.246.1688 FAX 407.246.1664 http://www.pefflo.com E—Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. �pyright 2005 Bryan G. Spangler, PE, FL Reg. No. 64601 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E206 L V O W W Q Cl) J a: j cr _ W WU Cl) Q O Q (L W J W Q QUQ 0 U. >cc M Ir cr (3 O WIL J Z Cn Z) U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E206 L V O VJ O Q =�U cJ �O p W W Cl) Q Q Cd R �' \ O Z J 0 0 U. Z M cd = O W J -C a: () J 0) ]-L U U DRAWN JEA CHECKED BS DATE 12/10/07 SCALE AS NOTED JOB NO. 07440 SHEET E206