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1401 W Seminole Blvd 05-2347, 05-3398, 05-1023, 04-1657 New construction Helipad Central Fl. Hospital
DRAWINGITC ANNOTATION 6YMBOLS Q bl li_1 � cn , rn } m a a k DRAIUlNG BLOCK TITLE► '$� � g. j am 0 � 0 X Eia C4 5 v ARGHITECTUF�AL -- T t1 A000 COVER SHEET 191A, - ..� - AI.01 ENLARGED PLAN5 5ECTION5 v DRAWING LABEL DETAIL LA>EL AND DETAILS C I/I{ UNDER SEPARATE COVER � p C-1 COVER SHEET 1 � �---._..__ �I �rl�t are I OF 2 SPEC IFIC; PURP05E 5URVEY COVER 2 OF 2 5PECIFIG PURP05E SURVEY _..__--_.__- _-- -__-- -- _.. _... MALL SECTION LABEL GRID REFERENCE _ C-3 51TE DEMOLITION PLAN E�evi_iUon From Fir1i5ht� 1 Floor C-4 517E PIMEN51ON PLAN C-5 SITE GRAPINc PLAN C-6 MAFIKING AND LIGHTING PLAN _ _ _ 5r,.p,(31--*�-000 C-1 AIRG)PAGF/APPROAGH/TAKE-O r PLAN ELEVATION LABEL ELEVATION LEVEL G-a GENERAL DETAILS ELECTRICAL FOOL SYMBOL LEGEND, GENERAL NOTES AND SPEGIFICATKM5 E002 IC:RA SPECIFICATIONS AND DETAIL 5 4,. E101 LOCATION 51TE PLAN ELECTRICAL E201 RENOVATION 51TE PLAN ELECTRICAL E401 DETAILS E402 PARTIAL R15ER DIAGRAM , GEM PEI GE MEDICAL DRAWINGS ATTACHED FOR REFERENCE PRINT DATE DE5CRIPTION 01/M/04 10/29/04 AHCA 5U5KTTAL. AHCA G011'ENT REWE3NITTAL _. 12/13/04 AHCA GENT RE5116MITTAL VICINITY MAP. SA1\IFOFZD, FLOYIUA �1 Y W. $EMINOLE OL.vD. CENT IRRAL r-LOI<fL7A 1� RECzIONAL H05F'IT,AL v Y;LT��- MWICAL PLAZA OR. W. FULTON STREET -�Juj W.I3T.9TREET FROJECI TEAM I tATI : CENTRAL FLORIDA REGIONAL HOSPITAL 5LAND ENG, COO 1401 WE5T SEMINOLE 5OULEVARD 401-32I-4500 SANFORD, FLORIDA 32111 AIRCHITEC L't MAN DAVIDSON DOOLEY, INC. ROBERTA N. CURRY, IIDA 5201 W. KENNEDY DL VD 813-288-9299 SUITE 501 FAX 813-288-5@46 TAMPA, FLORIDA 33609 I R 1 t CPH ENGINEERS IRENE BOYLES 5001.UE5T FULTON ST. 401-322-1 1 5ANFORD, FLORIDA 32111 FAX 401-330-0639 NOT !T1 ED MINEER PENINSULA ENGINEERING, INC. BRYAN 5PANGLER 2016 ALDEN ROAD 401-246-1688 ORLANDO, FLORIDA 32503 FAX 401-246-1664 FI JON NOT USED --- - = - _ �. - - -ELECTRICAL - - QUANTITY OF SETS 155UED 2 2 2 EQUIPMT.. Ii NOT U5ED PLANS D REVIEWE CITYd ?.,w 1 3 { f 4 � ... Y �,-� D 1?.,vEG10NAL HOSPITAL OTV MEDICAL N �1 If P, TH) WILDING DATA PROJECT AREA: GROSS BUILDING AREA N/A: ALL WORK IS EXTERIOR NEW HELICOPTER PAD 1600 S.F. NEW CONC. WALKWAYS/RAMP 936 S.F. TOTAL NEW CONSTRUCTION 2536 S.F. PROJECT DESCRIPTION: SCOPE OF WORK STR CONUCTION OF A 1800 SF RAISED 9RUCOPTER LANDING PAD, CONSTRUCTED OF REINFORCED CONCRETE MASONRY UNITS Iffm A REINFORCED CONCMT SIAB. NEW SITE LIGITI POLE, NEW FLASHING RMERGENCY UGHT AND SIGNS, NEW ROOF HOMED WW SOCK. ALL RLECTRICAL POWER FOR LIGHTS AND FLASHING EMERGENCY SIGNS WU BE FED FROM THE MS11NG R&If ICAL ROOM LOC:1TE➢ WITHIN In HOSPITAL BUILDING, SITE DEMOLITION TIU INCLUDE REGRADING AN RUSTING SHALE, REMOVAL OF ASPHALT AND LANDSCAPE PARKING ISLAND, REMOVAL OF TV0 SICHT UGHT POLES TO THE WEST AND SOUTH OF THE PROPOSED LANDING PAD. NO CONbTRUCTION EXCEPT THAT INCIDENTAL TO THE ELECTRICAL WORM -gal OCCUR INSME THE HOSPITAL BUILDING. BUILDING OCCUPANCY INSTITUTIONAL PRIMARY OCCUPANCY GROUP I - UNRESTRAINED - HOSPITAL CONSTRUCTION TYPE TYPE H PROTECTED, FULLY SPFINKLERED FIRE PROTECTION 2-HOUR RATED SPRAY FIREPROOFING FOR STEEL MEMBERS ALLOWABLE AREA UNLIMITED (EXISTING) - - MEZZANINE NO BUILDING HEIGHT N/A - EXTERIOR MODIFICATIONS y 1 to . IF Th . _ � j V, - PROJECT INFORMATION C�012E SUMMARY APPLICABLE CODES AND REGULATIONS: FLORIDA BUILDING CODE 2001 FLORIDA FIRE PREVENTION CODE 2001 NFPA 101, LIFE SAFETY CODE 2000 (AS CONTAINED WITHIN THE 2001 FIRE PREVENTION CODE) FLORIDA ADMINISTRATIVE CODE CHAPTER 59A-3 (HOSPITALS) AIA GUIDELINES FOR DESIGN & CONSTRUCTION OF HEALTH CARE FACILITIES 2001 EDITION a z d z A 0 0 a z 0 U: a J 1V !'(� a Fr?re �~w W - z Final Insp.,_ �� l `�'- UM,� ij Date. �� I_ J d fc--, ov, yniat1 Davidson ' Dooley, Inc. 5201 W. Kennedy Blvd. ' Suite 501 Tampa, FL 33609 -,' .L 813.288.9299 t a 813288.8046 f IddE-architects.com ATLANTA NASHVILLF ` TAMPA ' FT. COLLINS COMMENTS AAHCA 1 0/29/04 A- C Li Sanford If''M, ion My. , 7r 1: _71 c� >4AN Ijj F 0RIDA a *t-f-M MEDICAL PLAZA DRIVE ..0 1 +t 1 NO -e z GENERALNOTES 4 REQUIREMENTS 1. CENERAL CONTRACTOR SIiAT•L TAKE AFL 6. WHEN "APPROVED EQUAL:, "EQUAL TO" OR OTHER QUALIFYING 12. EXISTING SIGNAGE: THE G.C. SHAH, RI IOVE AND STORE, 29. IF ANY SERVICES TO FACILITY AFFECTING THE FACIITY'S OPERATIONS 37. NOT USED 21. W AREAS T WHICH WORK I DONE, E I ALL STING E E NEW Q REASON, PROPER NOTICE AND NECESSARY PRECAUTIONS TO PROTECT AND STORE TERMS ARE USED, IT SHALL BE BASED UPON THE REVIEW AND ON SITE, ALL ERLSTING SIGNAGE AFFECTED BY THE WORK. REQUIRE INTERRUPTION FOR ANY Rr? r � 13=3TING UTILITY LINES, GAS LINES AND FITTINGS, APPROVAL OF OWNER'S REPRESENTATIVE, THE GENERAL CONTRACTOR SHALL RE -INSTALL SUCH SIGNAGE NAIL PENETRATIONS TO MAINTAIN THE INTEGRITY OF THE EXISTING AUTIIOFJZATION MUST BE GIVEN TO OWNER'S REPRESENTATIVE. 38. NOT USED DUCTWORK, FIXTURES, ETC. WINCH REMAIN AS PART OF THE AFTER WORK IS COMPLETED IN AFFECTED AREAS. STRUCTURE OR WAIL. FINAL BUILDING SYSTEMS, GENERAL CONTRACTOR SHALL 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, 30. WORK IN ADJACENT SPACES SHALL DE COORDINATED WITH -fHE 39. NOT USED SCAFFOLDING, TEMPORARY BRACING, BARRICADES, WALKWAY 13. NOT USED 22• IN AREAS IN WHICH WORK 1S DONE, PATCH AND REPAIR > XISTING FACILITY. THE CONTRACTOR SHA1_r CLEAN, REPAIR, REPLACE, RELAMP, ETC, THESE ITEMS AS FIREPROOFING T4 MAINTAIN TIRE RESISTANCE RATING. ANTICIPATE THE NEED FOR AND REQUIRED FOR PROPER FUNCTIONING OF THE COVERS REQUIRED FOR COMPLETION OF THE WORK. PROVIDE MAKE APPROPRIATE ARRANGEMENTS FOR EVENING AND NEEKRND FINAL BUILDING SYSTEMS. PROTECTION TO THE PUBLIC AS REQUIRED TO ACCESS 23. THIS IS A 11MITED ACCESS SITE. ALL DELIVERIES OF CONSTRUCTION WORK' ANY AND ALL CONSTRUCTION AREA ENTRANCES. 14. GENERAL CONTRACTOR TO PROVIDE ON SITE SUPERVISION MATERIALS, FIXTURES, EQUIPMENT, ETC. MUST BE COORDINATED WITH 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS 3i. DAMAGES TO PROPERTY OF THE OWNER SHALL BE REPAHZEU OR PAID 40. G.C. TO COORDINATE WITH FACILITY SCHEDULE OF CEILING AND JOB CONDITIONS AND SHALL LL REPORT TO OWNER'S 8. DRAWINGS ARE NOT TO BE SCALED. ANY DIMENSIONAL DURING ADAYS OF ACTIVE WORK. THE SITE/'FACHTTY OWNER'S REPRESENTATIVE. FOR BY THE PARTY RESPONSIBLE FOR IM DAMAGE. THIS SHALL, DEMOLITION SO AS TO MINIMIZE NOISE TRANSMISSION DISCOMFORT TO REPRESENTATIVE ANY DISCIREPANCIES OR OMISSIONS INFORMATION REQUIRED BUT NOT GIVEN SHALL BE COORDINATED 15. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY 24. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROVIDING ALL INCLUDE, BUT NOT LIMITED TO, DAMAGE TO THE FACILITY GROUNDS, PATIENT AREAS ON THE SECOND LEVEL. IF AT ALL POSSIBLE, WHICH WOULD INTERFERE WITH SATISFACTORY WITH THE ARCHITECT. DISCREPANCIES BETWEEN THE DETAILS CONTAINED PLANTINGS, WALLS, FLOORS, CEILINGS, PAVEMENTS, APPLIANCES, FACLITY TO COORDINATE HAVING 'THESE PATIENTS AREAS UNOCCUPIED COMPLETION OF' THE WORK. GENEIZtiL CONTRACTOR IS HEREIN AND WITH THE SPECIFICATIONS. NECESSARY FIRE RETARDANT TREATED WOOD BLOCKING WITHIN ANY VEHICLES, UTILITIES, FURNISHINGS, AND OTHER PROPERTIES. AT THE TIME OF CONSTRUCTION. RESPONSIBLE FOR VERIFICATION OF ALL FIELD 9. CHANGE ORDERS TO BE CAPPED AT 107. ABOVE COST TO WAILS FOR ANY WALL MOUNTED MIUWORK, GRAB BARS, EQUIPMENT, MEASUREMENTS, FIELD CONSTRUCTION AND INSTALLATION THE GENERAL CONTRACTOR. 16. NOT USED ETC. COORDINATE LOCATION AND BLOCKING REQUIREMENTS WITH 32_ THE CONTRACTOR SHALL. REPLACE OR REPAIR ANY OWNER WHERE NECESSARY. FIXTURES F' CRITERIA, COORDINATION OF ALL TRADES AND SUPPLIED EXISTING -TO -REMAIN FINISHES OR WHICH ARE DAMAGE) T. F LT ITEMS, AND THE MEANS AND METHODS OF CONSTRUCTION. 10. THESE SPECIFICATIONS AND DRAWINGS INDICATE THE DURING DEMOLITION {I.�. CEILING TILES, CEILING GRID, GENERAL CONTRACTOR IS RESPONSIBLE FOR ARRANGING 17. ANY DEVIATION FROM PLANS AND SPECIFICATIONS MUST BE 25. THE CONTRACTOR IS RESPONSIBLE FOR ALA, TEMPORARY GENERAL SCOPE OF THE PROJECT IN TERMS of THE CONSTRUCTION AND ALL STAGING, SCHEDULING, MATERIAL DELIVERIES WALCOYMRING, FLOOR COVERINGS, ETC. ) FOR HOISTING FACILITIES, PARKING, ETC. FOR THE ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF TILE SUBMITTED TO OWNER OR ARCHITECT FOR APPROVAL. HANDLING OF MATERIALS. AND OTHER ITEMS THAT AFFECT THE SEQUENCE OF CONSTRUCTION NOT USED BUILDING AND THE MAJOR ARCHITECTURAL ELEMENTS. THE OR SCHEDULING THE CONSTRUCTION PROJECT. SPECIALTY EQUIPMENT 33 DRAWINGS AND SPECIFICATIONS DO NOT NECESSARILY 18• IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL 3. GENERAL CONTRACTOR IS TO OVERSEE CLEANING AND INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL ALL WORK, FIXTURES AND EQUIPMENT NECESSARY TO COMPLETE THE DELIVERIES TO BE COORDINATED WITH EQUIPMENT VENDORS, AND ENSURE THAT THE PREMISES ARE MAINTAINED FREE OF PERFORMANCE AND COMPLETION OF THE REQUIREMENTS PROJECT AS PER PLANS, UNLESS NOTED TO BE INSTALLED BY FACILITY. RUBBISH DURING CONSTRUCTION. FINAL. CLEAN UP IS OF THE CONTRACT DOCUMENTS, ON THE BASIS OF THE OTHERS. THE CONTRACTOR IS TO DELIVER PROJECT CLEAN AND 2g,THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NECESSARY THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. GENERAL SCOPE INDICATED OR DESCRIBED, THE READY FOR USE AS APPROVED BY OWNER. DEMOLITION, REWORK OF EXISTING BUILDING SYSTEMS, AND PATCHING REPAIR, PATCH, TOUCH UP OR REPLACE IIIAIO= CONTRACTOR SHALL FURNISH AND COORDINATE ALL ITEMS 19 OR REPAIRING OF EXISTING BUILDING FINISHES AFFECTED BY NEW 34.NOT USED SURFACES AND MAINTAIN CLEANING UNTIL WORK IS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION COORDINATION BETWEEN ALL TRADES IS THE RESPONSIBILITY OF THE APR Vr 8 COMPLETED. G.C. TO REFERENCE INFECTION CONTROL OF THE WORK, QUESTIONS PERTAINING TO THE DRAWINGS GENBRAL CONTRACTOR. CONSTRUCTION. RISK ASSESSMENT (ICRA) PROTOCOL ISSUED BY HOSPITAL. OR THEIR INTENT SHOULD BE DIRECTED TO THE ARCHITECT. 27. WHEN NEW WORK AIBU'Pl`S OR FINISHES FLUSH WITH EKISTING WORK 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE 20. INDEMNIFICATION TO THE FULLEST E Mff PEMTTED BY LAW, THE AK 11. NOT USED CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ME A SMOOTH AND WORK -MAN -LIKE TRANSITION. MATCH EXISTING WITH ALL CODES, ORDINANCES AND REGULATIONS ND ARCHITECT, ATHEIR AGENTS AND EMPLOYEES FROM AND AGAINST ADJACENT WORK WITH PATCHED WORK IN TEXTURE AND APPEARANCE APPLICABLE AT PROJECT LOCATION. GENERAL CONTRACTOR SO THAT PATCH OR TRANSITION IS INVISIBLE AT FIVE FEET. 35.CONTRACTOR SHALL PROVIDE CUT SIIEETS AND OWNER'S MANUAL FOR IS RESPONSIBLE FOR FILING AND SECURING ALL NECESSARY ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT ALL EQUIPMENT INSTALLED BY CONTRACTOR. INFORMATION SHALL BE PERMITS, APPROVALS, ETC. FOR ALB, TRADES. LIMITED TO ATTDRNEY'S FEES ARISING OUT OF OR RESULTING FROM AT NO TIME SHALL THE FACILITY'S FUNCTIONS BE DISTURBED OR NEATLY AND ORDERLY ,BOUND IN A 3-RING BINDER, AND SUBMITTED THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, 2g• TO OWNER IN DUPLICATION UPON COMPLETION OF THE PROJECT. DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, DISRUPTED DURING DEMOLITION OR CONSTRUCTION. SERVICES SHALL 5. GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SICKNESS, DISEASE OR DEATH OF, TO INJURY, OR TO DESTRUCTION AT NO TIME BE DISRUPTED. SERVICES INCLUDE. BUT NOT LIMITED OF KEEPING ABREAST OF CONSTRUCTION PROGRESS AND WHERE TO ELECTRICAL POWER, WATER, SEWER, HVAC, PARKING, PEDESTRIAN 36. NOT USED ''ANGIBLE PROPERTY (OILER THAN THE WORK ITSELF) INCLUDING DELAYS HAVE OCCURRED DUE TO GENERAL CONTRACTOR'S TRAFFIC AND ACCESS, ETC. FAULT, MAKE UP THE LOST TIME AT HIS OWN EXPENSE AS THE LOSS OF USE RESULTING THEREFROM. NECESSARY TO MAINTAIN THE CONTRACT SCHEDULE - ".- ; E z o : rah IIIT7t; o� ;tip _ r . T rr 0 r-n r N v-z 4 J 0 0 �z i 09 � a X G7 (D Ia fJ Co �o w a -1 W U a () Q F- J 0 HFLIPAD ON MEDICAL PLAZA DR. Sanford, Florida :32771 Central Florida Regional I Hospital x4 1401 (Nest Seminole Blvd aanford, Florida 32771 COVER SHEET 304044_AOO 304044.00 RNC,COK X 7/ 19/04 H.C. S.I.C.U.-9 �,p m ra y, { I ,I.C,.U.-7 O 44" su n S.I.C.U.-11 II SC.U. O. AT 12 I I CANOPY .�r Alow 40 CORRID 5D CS 1,17 NS, CSTAT 5J / u �• II r it Ia O O O Q O O V v P V. V b- V. O v' . O O V O s .d97) __..._._._ MEDICAL PLAZA DRIVE AMBULANCE PARKING NOUR. ROL rrrrr. � •II r 1■= r�liJ • I .. r 1 Nhl r 1u �r a r_.:. •.. �r..::.r.. rIr.. wr�.w�rw+n IMP r rrl 11►L wr��� I 1 11A r � r r ��I, rr• r • •III r � .. , !I I� - ■ VON__ I^I DICT. JAN. a ELEC CARDIAC CATH #2 s'P� E- CS 1.15 n 1-i.C. SAILED C 1.1 E.M.S. DICT. 5p HOLD. Q OFFICE I.C.U.-3 ® CS I.13 ❑ ED 1.51 ❑ z N. STA. CONSULT! .4l AN �.�1.01 SCALE - 1:10 IN s nr sM �f 3 PA-RTIAL fC�C�ILIi'Y_ C�f20UNL� ��OO� {,l I I f1 -CALL 1.10 EXAM #11 EXAM #2 EXAM #3 E I ED 1.12A ED 1.128 ED 1.12C E E .11 517 FAST TRACK -..._.-�1 ED 1,12 DECON. VESTIBULE EXAM 8 CXAMJ / EXAMS _.6 I EXAM 5 ---- C�-� ED 1,04 ED 1.05 CA CA CAI CARD L7CJO❑❑ EDWJ1 ED 1.06 ED 1.07 ED 1.08 ED URS TATION - - -- _ D 1. O - ® OC E El EXAM SD PASSAGE Q �� ED 1.16 I F EC ED 1,19 g TRIAGE 9 a ❑ _F-to _I.__- M O =J� C1 U 0 NIED, ElN RSE ED 1.22 CAST / S.U. STATION ED 1.P, HOLD #1 ED 1.47 ED L20 F11 n_.. , ED 1.26 r PASSAGE WHLCR. EXAM #2 Q� ED 1.37 �----�-.i ALCOVE ED 1.17 EXAM/ 10 O HOLD #2 ?7 ❑ _ NOUR. ❑ Q ED 1.P'' FINANCE 11 DICT ® PDY1.P� ED T5_' < a � c XAM #3 - ED 1118 'SAGE 5 O T O 1,29 5D c WAIL _ OED 1 15 16 ® TL DC _ RA 1P 13 14 Y EXAM_ EXAM- _ O RD 1.13 EXAM #5 EDD1 EDDS PASSAGE E ED(30 GYN. M #6 �) eEM v E: ED 1,34 ®a. : A.D.A. FTRETCHER/ TOILET JAN. 0 ❑ T TOII T IAL CO r �1 1,3, ED 1.4 - - - OFFICE - BED ❑ 1 ❑ ® ® Q EASAG DS1.38E 38E `J D T1JR . REGISTRATION AD T08 FIE ANTE EQUIP. -I - 11 ED 11.44 V RD 1-.1-5 STORAGE TION EX #20 C.U. Q� ED 1.41 b0i43 E 6 ED 1. - A.D.A. a f TOILET CLOS LOUNGE l ED 1.45 AD L11A AD L11 LY = z s AIA GUIDELINES SECTION -i 10:G SUPPORT SCE REQUIREMENTS PATIENT WAITING AREA FILM STORAGE- EXP05ED FILM PROCESSING ROOM CONTROL/RECEPTION DESK FILM STORAGE -UNEXPOSED QUALITY CONTROL ROOM PATIENT HOLDING AREA OFFICES -RADIOLOGIST/ASSISTANTS CLEANUP FACILITIES PATIENT TOILET ROOMS CLERICAL OFFICE/SPACES HANDWASHINCx STATIONS PATIENT DRESSING ROOMS CONSULTATION AREA GLEAN STORAGE STAFF LOUNGE/TOILET CONTRAST MEDIA PREP AREA SOILED HOLDING LOCKED STORAGE - MEDS P M x AMDULAN ENTRANCE GENERAL PLAN NOTE 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GR055 SQUARE FOOTAGE, AND DOES NOT INCLUDE 51JILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 SF , AS PER SECTION 409.12-1 IN THE 19-34 S.B.0 WITH 1956 REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL P15TANCE TO A SMOKE BARRIER DOOR 15 LES5 THAN 200 FT., AS PER SECTION 409-12.1 IN THE 19971 S.P.C. 4 THE HOSPITAL OCCUPANCY LOAD 15 BA5ED ON 120 5F / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 5F / PERSON IN INSTITUTIONAL INPATIENT TF2EATMENT AND ANCILLARY ATEAS PER SECTION 12-1.1 IN THE Mc34 NFI`A 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 199-1 5 HOSPITAL EXIT UNITS REQUIRED 15 BASED ON 02 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL E3Y STAIRS PER 12-2.32 IN THE M94 NFPA 101 LIFE SAFETY CODE. BOTH BASED ON A FULLY SPRINKLERED FACILITY. 6 ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.13 IN THE 1997 5.B.C. i THE BUILDING 15 S.B.C. CONSTRUCTION TYPE 11, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) a OCCUPANCY 15 55C GROPUP i -INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) FLAN NOTES PATH I IS A COMMON PATH OF TRAVEL PATH 1 THAT WILL BE ACCE551BLE DURING CON5TRUCTION AND ONCE CONSTRUCTION 15 COMPLETED. TRAVEL DISTANCE TO NEAREST EXITS. APPROX. 9-1 LF f-ATH 2 PATH 2 I5 A GOMMON PATH OF TRAVEL THAT WILL 5E ACCE5515LE UPON COMPLETION OF CON5TRUCTION TRAVEL P15TANCE TO NEAREST EXITS : APPROX. 220 LF LEGEND QXI'i MARK LOCATION OF AN EX15TING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MAWER ■ N M ® COMMON PATH OF TRAVEL ROUTE .. SMOKE COMPARTMENT BARRIER/RATEEJ WALL FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CAPINET FHC FIRE H05E CAE3INF-T FHC/FE FIRE H05E CAE3INET / FIRE EXTINGUISHER EXIT / DIRECTIONAL EXIT SIGNS F FIRE ALARTI / 5T ROE3E AND /OR PULL ® SMOKE DETECTOR EH ELECTROMAGNETIC HOLD OPEN SCm SMOKE COMPARTMENT PF51GNATION LIFE SAFETY LEGENE) 2 - HOUR RATED SHAFT WALL 2 - HOUR RATED SMOKE PARTITION I 2 - HOUR RATED PARTITION I - HOUR RATED 5110KE PARTITION .�- I - HOUR RATED HAZARDOUS PARTITION rr-rros.nms9w 1 - E-1pUR RATED PARTITION NON - RATED SMOKE TIGHT PARTITION NON - RATED PARTITION TO DECK (NO 5YNE00 NON- RATED PARTITION TO 4" HIN. AFsOVE CEILING* LLP LEAD LINED PARTITION ARCHITECTURE PLANNING ' INTERIOR DESIGN z 4 w z Q Q �_,Lyman wyas ifs t } Davidson -1 W�k Dooley, Inc. W, z 5201 W. Kennedy Blvd. Q�i t�iak Suite 501 -4Q�?1�ai Tampa, FL 33609 �'fauav�� 813.288.9299 t 813.288.8046 f Iddi-architects.com w ; f° NASHVILLE �� TAM PA w FT. 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ON MEDICAL � D-j5 �� �; �4 ,ti ,, xy; PLAZA CAR. p Sanford, Florida 32771 -------- - LINE OF SILL -- a C3 0' ' DEL }��� nrl 5G1� 3" 1' 001) " . • __ __. ___ _ _ � � _�� 4-----1 Regional Flo L� _ - Ft� Central F H rn ° ospital °f+ st, 1401 West Seminole Blvd. f Sanford, Florida 32771 f P. 0 FI ARGED PLAN /) o SECTIUNS AND CD �I DETAILS 160— �" ' 304029-A101 CV i��:,;°z 304044.00 l� S E E N WALL FLAN �__T_-'_� � �-�L AN '-�= �� (A 1 J w� �� ;`,+ RCOK NC SCALE- 1/4" - 1' -0" ,�� �.�� N.T.S. 1 0 Z��, r v _ ENTIRE SWEET z I ARCHITECTURE PLANNING INTERIOR DESIGN ELECTRICAL SP CIFICAIICNS - 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 "I LAWS, ORDINANCES, CODES, RULES AND REGULATIONS WHICH GOVERN THE WORK. 2. THE APPLICABLE GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS SHALT_ CONSIST BASICALLY OF, BUT NOT LIMITED TO, THE FOLLOWING (LATEST EDITIONS): 3. NFPA-70-2002, NATIONAL ELECTRICAL CODE. 4. NFPA-99-99, STANDARD FOR HEALTH CARE FACILITIES 5. NFPA-101 (2000), LIFE SAFETY CODE. 6. NFPA-110 (1999), STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. 7. NFPA 241 (1996), STANDARD FOR SAFEGUARDING BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. 8, CHAPTER 780, LIGHTNING PROTECTION CODE (LATEST EDITION). 9. 4A-3, F.A.G., STATE FIRE PREVENTION CODE_ (LATEST EDITION). 10, NFPA-72-2002, NATIONAL FIRE ALARM CODE. 11. AIA GUIDELINES 2001. 12. NFPA-418, STANDARD FOR HELIPORTS. 13, FLORIDA BUILDING CODE 2001 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 2001 AND 2003 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, 20. PERMITS AND INSPECTIONS: OBTAIN AND MAKE ALL PAYMENTS FOR PERMITS AND INSPECTIONS 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. C. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. D. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. E. 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. F. ELECTRICAL CONTRACTOR SHALL REVIEW MECHANICAL DRAWINGS FOR BIDDING PURPOSES. G. PROVIDE TEMPORARY POWER AND LIGHTING, INCLUDE PERMITS AND UTILITY COMPANY FEES FOR TEMPORARY SERVICES WITHIN BASE BID. H. 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. I. 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. ^1 J. WHEN ENGINEER IS NOT AVAILABLE, OR TiME DOES NOT PERMIT, CONTRACTOR SHALL INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE BID, K. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND TELECOMMUNICATION COMPANY FOR LOCATIONS AND REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. L. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MANUFACTURERS, SUB CONTRACTORS, VENDORS, AND SUPPLIERS, WITH A COPY OF THESE SPECIFICATIONS. R Al SECTION 16050 -- BASIC MATERIALS AND METHODS 2 A. RACE N'ts;CHEDULEL RACEWAYS AND FITTINGS SHALL BE GALVANIZED RIGID STEEL, 8 ; C OR INTERMEDIATE METAL CONDUIT WITH LOCKNUTS AND BUSHI �� c TION 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 BX OR MC CABLE ALLOWED, 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: 120/208 VOLT: PHASE A - BLACK: PHASE B - RED; PHASE C - BLUE; NEUTRAL - WHITE; GROUND - GREEN. 277/480 VOLT: 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: 1. LIGHT SWITCHES:48" TO THE TOP 2. RECEPTACLES: 18" TO THE CENTER 3. DISCONNECT SWITCHES:60" TO THE TOP 4. PANELBOARDS: 72" TO THE TOP 5. FIRE ALARM DEVICES: AS PER LATEST ADA REGULATIONS 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. 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. G. MANUFACTURERS: SQUARE D. H. MATERIALS SHALL BE NEW AND UNUSED AND THE CATALOGUED PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH MATERIALS. 1HE MATERIALS SHALT_ BE OF THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATION REQUIREMENTS. I. 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. J. 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. K. FIREPROOF ALL OPENINGS ON FIRE RATED WALLS BY AN UL APPROVED SYSTEM. L. 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. M. 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 ENGINEERS STAMP AND COMMENTS. N. 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, 0. CABLES NOT ENCLOSED IN CONDUITS WITHIN CEILING SPACES SHALL BE AIR PLENUM RETURN FIRE RATED. P. PROVIDE DISK FILE ON CAD 2000 RELEASE WITH "AS BUILT" ELECTRICAL DRAWINGS AT THE COMPLETION OF THE PROJECT, Q. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS, R. 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. S. FINAL QUANTITY OF EXIT AND EMERGENCY LIGHTS TO BE DETERMINED BY FIRE MARSHALL. INCLUDE CONTINGENCY FOR 2 ADDITIONAL EXIT LIGHTS AND 2 ADDITIONAL EMERGENCY. T. 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. U. ELECTRICAL CONTRACTOR MAY COMBINE CIRCUITS IN A COMMON RACEWAY AS LONG AS CONDUCTORS ARE DERATED AS PER NEC TABLE 310-15. SHARED NEUTRAL SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED. V. ELECTRICAL CONTRACTOR SHALL INCLUDE TRENCHING AND BACKFILLING, CORE DRILLING, CUTTING AND PATCHING FOR THE INSTALLATION OF HIS/HER WORK WITHIN BASE BID. W. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR TO FINAL ACCEPTANCE. ELECTRICAL SYMBOL LEGEND: (NOT ALL SYMBOLS USED ON THIS PROJECT) F] 2x4 AND 2x2 RECESSED FLUORESCENT LIGHT FIXTURE TO NORMAL CIRCUIT .h FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT ® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT of �ap?',9 FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT N L FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CIRCUIT -o-+ �--g-I STRIP FLUORESCENT LIGHT FIXTURE - CEILING, WALL MOUNTED 0 n Y 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 INTERMATICAUTOMATIC SHUT-OFF TIMER #E 15MHCTRONIC MODELINCANDESCENT 04 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 0 0 0 0 0 DUPLEX RECEPTACLE AT 18", ABOVE COUNTER AT 42", G IGWP GROUND FAULT TYPE, ISOLATED GROUND TYPE, WEATHERPROOF TYPE, SIMPLEX (AS NOTED) (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18", ABOVE COUNTER AT 42" 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 ® SPECIAL MOUNTED RECEPTACLE, SPECIAL FLOOR OUTLET AS NOTED, PUSHBUTTON AS NOTED, TELE—POWER POLE FINAL CONNECTION TO EQUIPMENT JUNCTION BOXES, MOTOR, TRANSFORMER ���❑ FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER OR CONTACTOR, COMBINATION STARTER/DISCONNECT, ENCLOSED CIRCUIT BREAKER 120/208 OR 120/240V PANELBOARD a� 277/480V PANELBOARD I SYSTEMS CABINET— FLUSH MOUNTED, SURFACE MOUNTED (AS NOTED) TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM RACEWAY Z CONNECTION TO GROUND W P TELEPHONE OUTLET AT 18", WALL TELEPHONE OUTLET AT V 7 V V 54", ABOVE COUNTER, PAY TELEPHONE OUTLET. PROVIDE 4" SQ. BOX AND 3/4" RACEWAY TO ACCESSIBLE CEILING 0 COMPUTER OUTLET, COMPUTER OUTLET 48", PHONE/DATA PROVIDE 4" SQUARE BOX,. AND 3/4" CONDUIT TO ACCESSIBLE CEILING © TELEVISION OUTLET AT 18" (UNLESS NOTED OTHERWISE) SMOKE DETECTOR, SMOKE DUCT DETECTOR O VOLUME CONTROL CS SPEAKER Q HEAT DETECTOR JW DUCT DETECTOR REMOTE INDICATOR LIGHT ® AHU/EXHAUST FAN SHUTDOWN RELAY, 24V DC ❑F MANUAL PULL STATION, FLUSH 04 HORN AND STROBE LIGHT, FLUSH MOUNTED FI 0 WALL/CEILING MOUNT STROBE 1/E VOICE EVAC SPEAKER �! DOOR HOLDER TS TAMPER SWITCH FS FLOW SWITCH BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR 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. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND. 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDE FOR ALL DEVICES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. 2. ALL SWITCHES SHALL BE SPECIFICATION GRADE 20A AND ALL RECEPTACLES 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. ALL COVER PLATES SHALL BE SATIN STAINLESS STEEL ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. 4. PROVIDE A PULL STRING IN ALL EMPTY CONDUITS. 5. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. 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 DEVICEAIGHT 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. N NEW DEVICEAIGHT TO MATCH EXISTING BUILDING STANDARDS JEE JUNCTION AND EXTEND EXISTING CIRCUIT THAT SERVED OLD DEVICE AND CONNECT TO NEW DEVICE, VERIFY EXISTING CONDUIT, WIRE AND RELATED MATERIALS MEET EXISTING NEC REQUIREMENTS. MAINTAIN CIRCUIT CONTINUITY. PROVIDE A NEW J—BOX (SIZE PER NEC), CONDUIT AND WIRE AS REQUIRED. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED, PROVIDE NEW DEVICE AND COVER PLATE. I. 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 SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. REINSTALL ANY SUCH SYSTEMS, MATERIALS AND EQUIPMENT WHICH IS REQUIRED TO COMPLETE THE PROJECT. 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 ARCHITECT/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 COORDINATION 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 CND-3/4"C. UNLESS OTHERWISE NOTED. 21. FOR ALL EXISTING 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 WHITE LETTERS LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS FIRE ALARM — RED FIELD WITH WHITE LETTERS NOTE: THE CONDUITS MUST BE SPOT PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR SCHEDULE ABOVE. PENINSULA ENGINEERING INC" CONSULTING ENGINEERS ESTAE ISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB W89 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. M 04101 Lyman Davidson .Dooley, Inc. V �J David A. Burger, PE, FL Reg. No. 47146 T— C3 ry I.L! m z z O z U) U m i9 fD` HELIPAD c Oil MEDICAL PLAZA DR. cv Sanford, Florida 32771 W rn Central Florida Regional W Hospital —I lL 1401 West Seminole Blvd. Sanford, Florida 32771 O 0 SYMBOL LEGEND, � GENERAL NOTES W& SPECIFICATIONS — J 0 I 304029.00 z LL J EA E U40`0 X/XX/XX Il. I I 0 rt•, w 0 ARCHITECTURE PLANNING INTERIOR DESIGN rA !,'!,= -."T, ♦�I i�, i; MILE IT IS THE POLICY OF FLORIDA HOSPITAL TO PROVIDE A SAFE ENVIRONMENT FOR OUR PATIENTS, VISITORS, AND EMPLOYEES DURING CONSTRUCTION AND REMODELING PROJECTS. TO COMPLY WITH THIS THE HOSPITAL POLICY 600.020 'CONSTRUCTION SAFE AND INFECTION CONTROL RISK ASSESSMENT PROCESS" A TOOL IS AVAILABLE FOR USE. THIS TOOL WILL CATEGORIZE THE CONSTRUCTION TYPE AND IDENTIFY RISK ASSOCIATED WITH CONSTRUCTION WORK IN VARIOUS AREAS OF HEALTH CARE FACILITIES. RESPONSIBLE OFFICE OF DESIGN AND CONSTRUCTION PROJECT SUPERVISOR, SAFETY DEPARTMENT, INFECTION CONTROL DEPARTMENT, CONTRACTED CONSTRUCTION PERSONNEL. SAFETY OEOL INFECTIN CONTROLFORMS,, ANDRCON TRUCTIONNDRAWINGSCRA)TTTHAT INCLUDE SCOPEO, ENVIRONMENT UALITY AND OF PROJECTINTERIMLOCATION OF PROPOSED DUST BARRIER INSTALLATION AND HVAC DUCTWORK. PRO M• PEFOM ACTIONI CONSTRUCTION 1. THE OFFICE OF DESIGN AND THE CONSTRUCTION WILL NOTIFY SAFETY AND INFECTION CONTROL SUPERMSOR OF ALL PRE -CONSTRUCTION AND OTHER MEETINGS RELATED TO THE PROJECT AND WILL REQUEST AN ICRA AT THE MEETING DURING WHICH THE SCOPE, PHASES, AND ACTUAL WORK PROCESS ARE DISCUSSED. ALL PERSONNEL IT. ALL INVOLVED PERSONNEL WILL COMPLY WITH POLICY 600. "CONSTRUCTION SAFETY AND INFECTION CONTROL RISK ASSESSMENT PROCESS". SAFE/INFECTION III, THE ICRA PERMIT WILL BE COMPLETED AND SIGNED BY THE APPROPRIATE PARTIES. THIS PERMIT CONTROL WiLL BE MAINTAINED IN THE SAFETY DEPARTMENT. INFECTION CONTROL COMMITTEE CHAIRMAN SAFETY DIRECTOR VICE PRESIDENT OF FACILITIES MANAGEMENT EXECUTIVE VICE PRESIDENT AND CHIEF OPERATING OFFICER/FLORIDA HOSPITAL am, MR9.r.ew... 1. DEF*ATIOM Or- CONSTRUCTION ACTNITY TYPES TYPE A: INSPECTION AND NONINVASIVE ACTIVITIES. INCLUDES, BUT NOT LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TILE PER 50 SQUARE FEET, PAINTING (BUT NOT SANDING) WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION. TYPE D SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE AND COMPUTER CABLING, ACCESS TO CHASE SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CAN BE CONTROLED. TYPE 0 ANY WORK WHICH GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES. INCLUDES, BUT IS NOT LIMITED TO, SANDING OF WALL FOR PAINTING OR WALL COVERING, REMOVAL OF FLOOR COVERINGS, CEILING TiLES AND CASEWORK, NEW WALL CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORKSHIFT. U. MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CEILING SYSTEM, AND NEW CONSTRUCTION. 2- INFECTIONCOMOL CROW 1 LOWEST 011CM 2 MEDIL#A GROUP 3 MEDUM HM GROUP 4 H OFFICE AREAS ALL PATIENT CARE UNITS EMERGENCY ROOM TRANSPLANT CLINIC CONFERENCE ROOMS WAITING ROOMS * RADIOLOGY AREAS SURGERY SUITES PUBLIC BATHROOMS ROCP RECOVERY ROOMS WAITING ROOMS * LABOR AND DELIVERY LABOR & DELIVERY/OR's NURSERIES CARDIAC CATH/ANGIO PEDIATRICS CVICU RIO SURGERY OUTPATIENT UNITS ALL INTENSIVE CARE AREAS DIALYSIS AND TRANSPLANT NUCLEAR MEDICINE ONCOLOGY/BONE MARROW ADMISSION/DISCHARGE AREAS CARDIOLOGY PHYSICAL THERAPY TANK AREAS HYPERBARIC MEDICINE CAFETERIA ENDOSCOPY ECHOCARDIOGRAPHY PHARMACY ADMIXTURE LABORATORIES PHARMACY AREAS NOT LISTED ABOVE WiLL BE CLASSIFIED UPON AGREEMENT FROM SAFETY, INFECTION CONTROL, AND DEPARTMENT LEADERSHIP * dependent on location 3. CONTROL MAIM CONSTRUCTION ACTIVITY TYPE IC RISK LEVEL TYPE A TYPE B TYPE C TYPE D GROUP 1 1 II II III/IV GROUP 2 1 II III IV GROUP 3 1 III 111AV IV GROUP 4 III III/IV 111AV IV (FORMERLY SYSTEM NO. 147) F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 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 PERMIT NO: LOCATION OF CONSTRUCTION: PROJECT START DATE: PROJECT COORDINATOR: ESTIMATED DURATION: CONTRACTOR: PERMIT EXPIRATION DATE: SUPERVISOR: TELEPHONE: YES NO CONSTRUCTION ACTIVITY YES NO INFECTION CONTROL RISK LEVELS TYPE A: INSPECTION, NONINVASIVE ACTIVITY GROUP 1: LEAST RISK TYPE 8: SMALL SC S ORT DURATION. MODERATE TO HIGH GROUP 2: MEDIUM RISK LEVELS OF DUST TYPE C: ACTIVITY GENERATES MODERATE TO HIGH LEVELS OF DUST, GROUP 3: MEDIUM/HIGH RISK REQUIRES GREATER THAN 1 WORK SHIFT FOR COMPLETION TYPE D: MAJOR DURATION AND CONSTRUCTION ACTIVITIES REQUIRING GROUP 4: HIGHEST RISK CONSECUTIVE WORK SHIFTS CONTROLS CLASS 1 1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST 3. MINOR DEMOLITION FOR REMODELING. FROM CONSTRUCTION OPERATIONS. 2. IMMEDIATELY REPLACE ANY CEILING TiLE DISPLACED FOR VISUAL INSPECTION. CLASS II 1. PROVIDE ACTIVE MEANS -10 PREVENT AIRBORNE DUST FROM 6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT N DISPERSING INTO THE ATMOSPHERE. TIGHTLY COVERED CONTAINERS. 2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE 7. WET MOP AND/VACUUM WITH HEPA FILTERED VACUUM CUTTING. BEFORE LEAVING WORK AREA. 3. SEAL UNUSED DOORS PITH DUCT TAPE. B PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA. 4. BLOCK OFF AND SEAL AIR VENTS. 9. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK 5. WIPE SURFACES WITH DISINFECTANT. IS BEING PERFORMED. CLASS III 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION 6. VACUUM WORK WITH HEPPA FILTERED VACUUMS. BEGINS. 7. WET MOP WITH DISINFECTANT. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING 8. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CONSTRUCTION, CUBE METHOD BEFORE CONSTRUCTION BEGINS. 9. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND TiGHTLY COVERED CONTAINERS. TO. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE DATE MONITOR WITH MAGNEHEUC GUAGES. 5. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COVERING. 11. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK INITIAL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENV. IS BEiNG PERFORMED. SERVICES DEPT. CLASS IV I. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION 7. AL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO BEGINS WEAR SHOE COVERS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING B. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM. COMPLETED PROJECT IS THOROUGHLY CLEANED BY THE 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL ENVIRONMENTAL SERVICE DEPT. AND RELEASED BY SAFETY CUBE METHOD BEFORE CONSTRUCTION BEGINS. AND INFECTION CONTROL. 4. MAINTAIN NEGATIVE AIR PRESSURE WITH IN WORK SITE 9. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND 10. WET MOP WITH DISINFECTANT. MONITOR NTH MAGNEHELIC GAUGES. 11. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE 5. SEAL HOLES PIPES, AND PUNCTURES APPROPIATELY. SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH 6, CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO CONSTRUCTION. PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK 12. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. DATE SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS 13. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE THAT ARE REMOVED EACH TiME THEY LEAVE THE WORK COVERING. INITIAL SITE. 14. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. ADDITIONAL REQUIREMENTS: DATE INITIALS 12 HOUR UNINTERRUPTED EXCHANGE REQUIRED DATE INITIALS ARE NOTED BY ATTACHED MEMORANDA PERMIT REQUESTED BY: PERMIT AUTHORIZED BY: DATE: DATE: 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. WALL BOARD, GYPSUM* - 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 13-1/2 IN. PIPE OR CONDUIT - NOM 12 IN DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR HEAVIER) COPPER TUBING OR NOM 1 IN, DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THEN NOM 4 IN, DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. FILL, VOID OR CAVITY MATERIAL* - CAULK - CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN, DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. 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 ANNULAR F RATING, T RATING, OR CONDUIT SPACE, IN HR HR DIAM, IN 1 0 TO 3/16 1 OR 2 0+, 1 OR 2 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0 TO 1/4 1 OR 2 0 4 0 TO 1-1/2# 1 OR 2 0 6 1/4 TO 1/2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR 1 HR RATED WALLS AND 1-1/4 IN. FOR 2 HR RATED WALLS. MINNESOTA MINING & MFG. GO. - CP 25WB+ (FORMERLY SYSTEM NO. 202) F RATINGS - 3 HR T RATING - 0 HR I- A 1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2" THICK LIGHT WEIGHT OR NORMAL WEIGHT (100- 150 PCF) CONCRETE. WALL MAY ALSO NE 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 PENETRANTS - 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" DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT - NOM 6" DIAM SMALLER RIGID STEEL CONDUIT. C. CONDUIT - NOM 4" DIAM �OR OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. D. COPPER TUBING - NOM 3" DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE - NOM 3" DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. PIPE MAX NOM PIPE F MAX ANNULAR CONDUIT OR CONDUIT OR TUBING RATING, HR SPACE, IN TUBING TYPE DIAM, IN A 10 3 3/4 B 6 3 3/4 C 4 3 1-1/2 D AND E 3 3 3/4 D AND E 3 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", FLUSH WITH TOP SURFACE OF THE 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 2016 ALDEN ROAD, ORLANDO. FLORIDA. 32803 • 407.246.1688 - EB 3089 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. rd t i - 04101 0 w J z J Q 7 0 z z 0 0 I: Lyman Davidson Dooley, Inc. David A. Burger, PE, FL Reg. No. 47146 0 LJ z ID 0 2: LJLJ T z U) 0) I- c) LL1 y O 0� n- ti7 ' C7 HELIPAD C:) ON MEDICAL PLAZA DR. 04 Sanford, Florida 32771 W LLI Central Florida zz Regional w Hospital --' 1401 West Serninole Blvd. Sanford, Florida 32771 Q O ICRA 7 SPECIFICATIONS LLI AND DETAILS 0 ° U) ' 304029.00 z V IZ JEA Q EUUAO%2 7 J s vv vv LL ""M IER BRICK COLUMN dw ELEC. BOXES p 17 2 STORY C.B.S. BUILDING HBGHT=25.8 FEET . . . `--YARD LAMP (TYP) . ,.v, . BUILDING HBQ1T=17.00 FEET A/C UNITS (TYP) ELEC METER (TYP) LOCATION SITE PLAN — ELECTRICAL NFORMAO0M Su0N iRR|CAT|ON VALVES (TYP) ^ TER VALVE (TYP) | /� / c4 METAL. DRAINAGE GRATE m SANITARY 5EVI[R MH Dooley, Inc. ` \0 ° 4 �. 0 ° D. � . ` David Burger,PE z FL Rog. No. 47140 , J. Oki I EXISTING POLE TO BE ' SHORT ry Q W THE TOP_0F -- THE FIXTURE IS THE--SAME--"LL-" HEIGHT AS THE ROOF. PROVIDE A NEW MOUNTING ARM AS REQUIRED TO RE -USE EXISTING LIGHT FIXTURE. VERIFY EXACT REQUIREMENTS PRIOR TO ROUGH IN. 4 NEW LOCATION FOR LIGHT FIXTURE & POLE. INSTALLATION SHALL MATCH EXISTING, FIXTURE NEEDS RELOCATED DUE TO HELICOPTER FLIGHT PATH. O FLASHING EMERGENCY LIGHT AND SIGN 11 pppya, � R I' l,.Ca G' 1Tly .y Y'Z RELOCATE, JUNCTION & EXTEND EXISTING LIGHT FIXTURE & POLE TO NEW LOCATION. C T122a_� _ CF011 LAB 3 POSED WIND SOCK LOCATION ROOF ITANIINA110IN ILT, 1ST, j LOUIP• NUk2`: UPS 1 1 PA I-, PAT. 4ECL4•-15 ® —4- EXISTING ER CANOPY DOWNLIGHTS 1I L� - �x` 11 TYPICAL OF EIGHT (8) _ 1t i \x>�A t O �, I 3' WOOD POST— ___ 1"C, 2-#10's 1-#1OGND \, 4-#10's SPARE ---------------- -- -- SAFETY to M1191 'h I ------PROPOSED 12" CROSSWALK I s I I (U ? FLUSH MOUNTED LIGHTING O I I I 1 ( &L we s�B�r''�'�?4"I w' ' un, .?.1^x�Q.�w'�cw* 3� w,��O [� YF-E.C. EEP . b® °� �� :.,.: 4 b o V 5.000' ? ) i ImIrIKIJ RENOVATION SCALE: 1" = 10'-0" EXISTING TO REMAIN LIGHT FIXTURE RM, r'M, FA I II = �1 PAT, V -FLASHING EMERGENCY LIGHT AND SIGN w" I= 11T___) I:M PAT, RM FA F. 1. REFER TO PANEL SCHEDULE AND DETAILS FOR MORE INFORMATION.k 2. FOR REFERENCE AND EQUIPMENT SPECIFICATIONS REFER TO FLIGHT LIGHT INC. TOLL FREE 800-806-3548 OR www.flightlight.com. 1 A INSTALL ALL EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. 3. ALL UNDERGROUND BRANCH CIRCUITS SHALL BE INSTALLED A MINIMUM -24" --UNDER---PAVED--SURFACES--AS -PER--,; PA 70-02 300. VERIFY EXACT REQUIREMENTS PRIOR TO ROUGH 4. DURING INSTALLATION OF CONDUITS IN FRONT 0 ED (UNDERGROUND). TRENCH SHORT SECTIONS AT , "'TIME TO ALLOW AMBULANCE ACCESS. AS TRENCH IS COMPLETE A ROVIDE STEEL PLATES OVER HOLE FOR PASSABILITY. INSTALL A MANNER TO ' MINIMIZE AMBULANCE TRAFFIC. _ 5. CONDUIT USED IN THIS PROJECT CAN BE SC REDUCE 80 PVC._ ARCHITECTURE J PLANNING INTERIOR DESIGN W 2 rt '"Zd�fb% ¢i���k ea�`a3y tM�✓`,C ON 0s> gg Ay 0 Q, z Q Lyman Davidson uDooley, s t rt� KEYED NOTES. O �I p. �1 r DE-NEW-ALSTOM'`OMNIDIREC_TIONAI_ SEMI FLUSH MODEL\#ZA 202, w ,.,PROM 120V DEEP BASE, YELLOW LENS, A21 120V 40W LAMP IN A L$68 RASE , j WITH A 16-28905 ADAPTER RING. OPERATE VIA LC-1 WHEN R CE�SED M ! LIGHTS ARE ACTIVATED. REFER TO GENERAL NOTE #2 FOR GO t TAT 00 INFO. �2 PROVIDE A PWC SERIES WIND CONE MODEL #L807 WITH FOUR ) _4/ N -.___-ILLUMINAfION--LAMPS-(120V,PAR.38; WHITE)--AND-ONE--(1)-L81, L- OBSTRUCTION LAMP (116V RED): OPERATE-VIA-LC-1--WHEN "RECESSED IN. LIGHTS ARE ACTIVATED. VERIFY EXACT LOCATION PRIOR TO ROUGHI Qj REFER TO GENERAL NOTE #2 FOR CONTACT INFO. COORDINATE t INSTALLATION WITH MANUFACTURER & HOSPITALS ROOF WARRANT . z STRUCTURALLY INSTALL PER FLORIDA BUILDING CODE (FBC) & 20 3 REVISIONS 419.4.2.4.3. 0 0 PROVIDE A HUBBELL 120V #GSS-B-R-Al OR APPROVED EQUAL RED w 0, FLASHING WARNING LIGHT WITH SHIELDING TO REFLECT THE LIGHT IN A WEST DIRECTION ONLY. AND SIGNAGE THAT READS "WHEN LIGHT II1 z FLASHING DO NOT GO BEYOND THIS POINT", OPERATE VIA LC-1 WHEN o RECESSED LIGHTS ARE ACTIVATED. jI O REFER TO DETAIL SHEET E401. 00 G5 V _ PROVIDE AN UDIBLE/VISUALOV ANNUNCIATOR. VERIFTOACT--.> -,._ f i LOCATION PRIIR TO ROUGH �OPROVIDE SiGNAGE STATING 'HELIC PTER, w PAD". OPERATE TIV VIA LC-1 W TN RECESSED LIGHTS ARE ACTE m 0! REFER TO LIGhiTING CONTA QR WIRING DIAGRAM. I r' 6 PROVIDE A H BBELL 120V ASS-B-R-Al OR APPROVED EQUAL RED 0 FLASHING WA NING LIGHT I I SHIELDING TO REFLECT THE LI HT N A {� EAST DIRECTI N ONLY. AND �IGNAGE THAT READS "WHEN LIPHT Iq FLASHING DO NOT GO BEYONP THIS POINT". OPERATE VIA LC-1 MEN ! RECESSED LIG(ITS ARE ACTIIVATED. 0 O--_ORY-CONTACTS TO BE CONNECTED TO A SPARE ADDRESSABLE IN THE 2 EXISTING FIRE ALARM PANEL. WIRE AND CONNECT AS PER T MANUFACTURERS SPECIFICATIONS. PROVIDE SURGE AND LIGHTNING PROTECTION AS PER NFPA 72. PROGRAM AS A TROUBLE ONLY. VERIFY NOTIFACATION SIGNALS AT THE PBX. REFER TO F.E.C. MOUNTING DETAIL SHEET E401 FOR MORE INFORMATION. O8 CONNECT NEW BOLLARDS (GARDCO MODEL #BRM820-36-70MH-120-BRP OR APPROVED EQUAL, TYPICAL OF 4) TO PHOTO CELL LOCATED AT 0 EQUIPMENT RACK. REFER TO PANEL SCHEDULE AND DETAIL ON SHEET E401 FOR MORE INFORMATION. z - /� 9O PROVIDE NO SMOKING SIGNS AS PER NFPA 418 2.5. w 0 w 0 M s w crS o L z Lu z CL Lu 0 3 0 r HELIPAD o ON MEDICAL, PLAZA DR. CN Sanford, Florida 32771 Q� w m 75 Central Florida z Regional w Hospital EL 1401 West Serninole Blvd. Sanford, Florida 32771 � w Q RENOVATION Z SITE PLAN w w ELECTRICAL r U) 304029.00 Z Q JEA 02% 0 la z 0� I, 1E X/XX/XX n s1 ARCHITECTURE PLANNING INTERIOR DESIGN M 0 PANEL SU MI% II PANEL NNH3 SP NECL4 - ORMER X x� PAN ELX' FORMER --_ -- r NECLL3 IAI3A EL.EC, i SE13ONL I PArt�N'� C 111I1_---� 1 ITYr ��— PANEL SECT! 306A• NE L36 PANEL P. 5 NCT. 1 , X—FOR�1F�, Sff3N \ SUSPE�PANEL k PANEL NECUA NEAL PANFI i PANEL 1 ENLARGED E E401 SCALE: 1" = 10'-0" Rim-N-monwTelff W.Aw =6 COMPACT FLUORESCENT JELLY -JAR OUTDOOR RATED LIGHT FIXTURE WEATHER PROOF LIGHT SW GROUND FAULT — WEATHER PROOF RECEPTACLE CONNECT TO BOLLARD CIRCUIT NECL4-19 N-3R J-BOX- (SIZE PER PIEC) NECL4-11,13,15,17,E 9 — 1"C. 10-#10's 1-#,IOGND 4-#10's SPARES GRADE N C w V 1 HELIPORT LIGHT RECIEVER CONTROLLER r-- PHOTO CELL RETAINING WALL GENERAL NOTES: 1. REFER TO PANEL SCHEDULE AND DETAILS FOR MORE INFORMATION. 2. FOR REFERENCE AND EQUIPMENT SPECIFICATIONS REFER TO FLIGHT LIGHT INC. TOLL FREE 800-806-3548 OR www.flightlight.com. INSTALL ALL EQUIPMENT PER MANUFACTURERS SPECIFICATIONS, 3. ALL WIRES SHALL BE IDENTIFIED AT EACH END. 4. INSTALL PER NEC.°'' ' 5. ALL NEW EQUIPMENT TO BE MOUNTED TO NEW RETAINING WALL. .IGHTING CONTACTOR IN NEMA 313 VERIFY EXACT REQUIREMENTS AND LOCATION PRIOR TO ROUGH IN, NCLOSURE 12 x 12 x 8 �rae?tt'?ra TO PERIMETER LIGHTS 1"C. W/4-#10's 1'#10GND � KEYED NOTES: f TO FLASHING STOP LIGHTS 1 C. W/2-#10 s 1-#10GND �� 9 AND EMERG. RM. LIGHT 2-#10's SPARES TO WIND CONE O PROVIDE A NEW HELIPORT LIGHT CONTROLLER MODEL #FAA L-854 1"C. W/2-#10's 1-#10GND AND ALL COMPONENTS (ANTENNA KIT, ETC.) FOR A COMPLETELY 4-#10's SPARES #2EABOING VE FORDCONTACTED INSTALLATION. INFO. INSTALL PER FER TO MANUFACTURERS GENERAL NOTE MANU ACTURE S TO BOLLARDS VIA PHOTO CELL DETAILS. 1"C. W/2-#10's 1-#10GND WALL MOUNTED EOUIRMENT DETAIL SCALE: NONE GENERATOR �. ROOM OPEN TO ABOVE �f ---- _.--____ E I_ E C _L R I C; n I--_ (X 2 ENLARGED GENERATOR ROOM LAYOUT E401 SCALE: 1" = 10'-0" KEYED NOTES EXISTING LOUVERS DO NOT MEET THE HURRICANE REQUIREMENTS. REPLACE EXISTING LOUVERS WITH A NOA APPROVED RUSKIN MODEL #ELF6375DXD LOUVERS, NEW LOUVERS WILL FIT EXISTING OPENINGS AND MEET THE FREE AIR REQUIREMENTS. REFER TO ARCHITECTURAL FOR DETAILS AND ADDITIONAL INFO. GROUND FAULT WEATHER PROOF RECEPTACLE & SWITCH NECL4-19BOLLARDS N AnN C 7N> PHOTO CELL WIRING DIAGRAM SCALE: NONE PROVIDE A N-3R ENCLOSURE (SIZE PER NEC) WITH A FOUR (4) POLE 30A RATED ELECTRICALLY HELD LIGHTING CONTACTOR. REFER TO LIGHTING CONTACTOR DIAGRAM DETAIL FOR MORE INFORMATION. 3 PROVIDE A NEW 12QVAC PHOTO CELL AND CONNECT TO BOLLARDS. 0 PROVIDE TWO (2) 1 1 /4" SPARE CONDUITS FROM EQUIPMENT RACK TO MAIN BUILDING IN TRENCH WITH OTHER CONDUITS, PROVIDE A PULL STRING AND CAPS (AT EACH END) FOR EACH SPARE CONDUIT. O REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. N 15L4 N 13L4 N N17L4 NECL4-11 120V CONTROL LOAD FROM HELIPORT / CONTROLLER LC1 NOTE: SPARE L1: SQUARE-D 4 POLE, ELECTRICALLY HELD, 120V COIL, N N PWC N N-3R ENCLOSURE ZA 202 SERIES ZA 202 GROUND WIND GROUND LIGHTS (a) CONE LIGHTS (b) AND FLASHING STOP LTS. AND EMERG. ROOM LIGHT LIGHTING CONTACTOR WIRING DIAGRAM SCALE: NONE FIRE EXTINGUISHER CABINET (F.E.C.)- 3r-Orr "U" BOLT TO SUPPORT CHANNEL "U" CHANNEL PROVIDE CONTACT SWITCH WITH DRY CONTACTS. CONNECT COMPLETE TO ANNUNCIATE AT FIRE ALARM CONTROL PANEL AND PBX. FENCE POST OFFSET rr 4" SQUARE WP J-BOX TO H FACILITATE CONDUIT RUN. --f— F.E.O. MOUNTING DETAIL SCALE:NONE NOTES: 1. 20 Ib. FIRE EXTINGUISHER. (N.I.C.) 2. F.E.C. SHALL BE LARSEN, MODEL #AL 2712-SM WITH THE FOLLOWING OPTIONS: A. SOLID DOOR B. RED VERTICAL DYE CUT LETTERING. 3. FURNISH STAND-OFF ISOLATORS (ON "U" CHANNEL MOUNTING HARDWARE TO PREVENT CORROSION BETWEEN ALUMINUM CABINET AND STEEL CHANNEL. Lyman Davidson .Dooley, Inc. 12/10 2004 12/13 2004 David A. Burger, PE, FL Reg. No. 47146 r C) r- w z z - a m LIJ U cr_ .1 IL HELIPAD ON MEDICAL, PLAZA DR. CN Sanford, Florida 32771 r ' w m Central Florida z Regional w Hospital —' 1401 West Seminole Blvd. Sanford, Florida 32771 W C DETAILS F w C) e 304029.00 z Bs —a n- JEA � I I ;BN Mi 12 I'm 0,211 ARCHITECTURE PLANNING INTERIOR DESIGN M M-. M PLANT NODE C FAULT CURRENT SCHEDULE SERVICE #2 15 32552 A AVAILABLE (NORMAL) UTILITY TRANSFORMER 25 30538 A AVAILABLE (NORMAL) 35 29014 A AVAILABLE (NORMAL) 45 13773 A AVAILABLE (NORMAL) 55 13128 A AVAILABLE (NORMAL) 65 28016 A AVAILABLE (NORMAL) 75 26565 A AVAILABLE (NORMAL) 85 4931 A AVAILABLE (NORMAL) 95 3150 A AVAILABLE (NORMAL) 05 1074 A AVAILABLE (NORMAL) 115 1041 A AVAILABLE (NORMAL) 125 15912 A AVAILABLE (NORMAL) 35 11691 A AVAILABLE (NORMAL) 45 1872 A AVAILABLE (NORMAL) 155 1030 A AVAILABLE (NORMAL) 65 995 A AVAILABLE (NORMAL) 175 22589 A AVAILABLE (NORMAL) 185 19374 A AVAILABLE (NORMAL) 95 8118 A AVAILABLE (NORMAL) 7002 A AVAILABLE (NORMAL) 15 2941 A AVAILABLE (NORMAL) Q 2805 A AVAILABLE (NORMAL) Q 4850 A AVAILABLE (NORMAL) Q 2819 A AVAILABLE (NORMAL) 55 2654 A AVAILABLE (NORMAL) 65 2404 A AVAILABLE (NORMAL) 75 1859 A AVAILABLE (NORMAL) LOAD CALCULATIONS FOR 70OKW GENERATOR EXISTING GENERATOR - 70OKW/875KVA@480/277V ® .8pf LIFE SAFETY BRANCH (ATS-EA2, 70A): 30 DAY RECORDED LOAD 10.4KVA X 1.25 = 13KVA CRITICAL BRANCH (ATS-CL, 800A): 30 DAY RECORDED LOAD 12.OKVA X 1.25 = 15KVA NEW LOAD ON ATS-CL IN THIS PROJECT & CATH LAB #1 & CT SCAN = 74.7KVA CRITICAL BRANCH (ATS-EC2, 250A): 30 DAY RECORDED LOAD 58.6KVA X 1.25 = 73.25KVA NEW LOAD ON ATS-EC2 IN THIS PROJECT & CT SCAN = 10KVA EQUIPMENT BRANCH (ATS-EQ2, 800A): 30 DAY RECORDED LOAD 81.1KVA X 1.25 = 101.4KVA NEW LOAD ON ATS-EQ2 IN THIS PROJECT AND CATH LAB #1 & CT SCAN = 19.6KVA TOTAL NEW EMERGENCY LOAD = 306.85KVA OR 369A EMERGENCY ELECTRICAL RM. #2 GENERAL NOTES. 1. RISER IS SHOWN FOR REFERENCE ONLY. GENERATOR I ELEC. I I CEOSLT ROOM 2 CLOSET UPS ROOM LABSPEI CEL SET PANELBOARD 8CHEDULE:- NECL4 BOLT -ON ® NEW ❑ SINGLE PANEL 0 NORMAL ❑ PLUG-IN ❑ EXISTING N DOUBLE PANEL ❑ CRITICAL ■ VOLTS: 12Q 208 3 0 4 WIRE PANEL RATED 0 200 AMPS: M.C.B: ❑ INDOOR ■ SURFACE N LIFE SAFETY ❑ TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 200 AMPS: PROTECTION M.L.O: ® OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: NECH VIA 75KVA LOCATION: AS SHOWN N 0 IDENTIFICATION LOAD (AMPS) C.B. _1 CKT. CKT. C.B. LOAD (AMPS) ON A� B4 Co AO BO CO T AMP 0o NO. NO. a AMP T RECEPT. CT SCAN 5 I 20 1 1 2 1 20 7 � LIGHTS CT SCAN r1" 611 RECEPT. CT SCAN 1.5��� �+ ; 'I 20 1 3 4 1 20 '''� 5.2LIGHTS CT SCAN RECEPT. CT SCAN I `'� "' 1",17x�.1; a, 11.5 20 1 5 6 1 20 ��" ,1; ° ' �.: d 6 LIGHTS CT SCAN EF-2 .8 �"t, 20 1 7 8 1 20 s, " I` k �� ;SPACE EF-1 .8 ;� 20 1 9 10 1 20 n.;ti t; SPACE <, 5 1 RECIEVER CONTROLLER �(.,' �:'d , 2 20 1 11 12 1 20 +),',�� -- SPACE 1 GROUND LIGHTS 3.5 !"A �� � � �, 20 1 13 14 1 20 SPACE 1 1 WIND CONE LIGHTS__AN1Y__ STOP LIGHTS & EMERG. ROOM ANN. p""" I ". 6+;1 20 1 15 16 1 20 " k - �. 4' .� SPACE_ 1 GROUND LIGHTS fly ", ( 3.5 20 1 17 18 1 20 F h -- SPACE 1 BOLLARDS 4 20 1 19 20 1 20 1 ? °i,""" . SPACE SPACE���;�: I` "; -- ���"1I� �� 20 1 21 22 1 20 _ i ;: a �tI °�,h, SPACE SPACE rp,` ," `,} -- 20 1 23 24 1 20,'"; -- SPACE SPACE -x', ; 20 1 25 26 1 201r° SPACE «1- Y, SPACE s�° - st'xr�kl 20 1 27 28 1 20} - Playa SPACE SPACE�;'r -- 20 1 29 30 1 20m ;' -- SPACE SPACE -t�," : 20 1 31 32 1 20 $;I SPACE SPACE 20 1 33 34 1 20 ' I ` �. d "f i �.i - ' SPACE SPACE , t ,�, ," -- 20 1 35 36 1 20 3� -- SPACE SPACE 20 1 37 38 1 20 -- ��' SPACE SPACE 20 1 39 40 1 20 ` - `" r`n SPACE SPACE -- 20 1 41 42 1 20 1 -- SPACE " SUBTOTAL AMPS 13.8 8.3 6.5 gel' ay ;,I(�$;, 7 5.2 6 SUBTOTAL AMPS ,s �;' TOTAL AMPS "A" PHASE: 20.8 MAXIMUM CONNECTION PHASE AMPS: 20.8 TOTAL AMPS "B" PHASE: 14 TOTAL CONNECTED kVA: 7.5 TOTAL AMPS "C" PHASE: 12.5 TOTAL DEMAND kVA/AMPS: NOTE 2 NOTES: THIS PANEL FEEDS NEW PANEL NECL4A VIA FEED THRU LUGS. 1. CONNECT TO EXISTING 20A/1 SPARE BREAKER. LOAD ADDED IN THIS PROJECT. 2. TOTAL LOAD FOR PANELS NECL4 AND NECL4A IS 37.8 AMPS OR 13.7KVA PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. EXISTING ELECTRICAL RM. 'A' RTAC-2 3-#101-#10CND i N' ------ ----- -rrr KVVr r------------------ TO PANEL SEC' I------- ---------------------------- ------ ------------- I------------------------------------ rI------------------------------------ ---------- --------- ------- --------------- --------------- --------------- ------------ -------------- ------------- ----------------- ---------------- ---------------- ------- 1 I --------------- ---------------------------------- I 1 I I 1 --- ----------------------------- 1 ,---------- I -------------- ----------------------- Ir------ ----------- ----------------------------------- 1---- fI --------- --------- ----- ----- ------- ----___ ------- --------------- --------____--- --------------- ------------------------------ ------------- ---------------- r----------- - ------- ------- - '--------------------� I I I I I 1 -- - - - - ----- - --1 I I I _- l ------------ I I r----------------- I I I I ------------------I---------- I I I I I I I 1---------- I I 11 I--- -------------1 __----� ----------------- I 4-#6 I I 1 4-4/0 - J-BOX r--� I I I I 1 4-4/0 1-#4�ND I I 1 3�� 2/Q 1-#4GND I I I I 1 n I 1 1 I I 2 1 2 C. I I I 2 C. I / r------------------- -- ------------- ------------------ 1--------------11--1----------- 1 ------------------1------------------------ I, I, I I 1- 10GND # I �� 1 1- 4GND # I I „ �_ J f I I I I I I 1 I I I I 1---------- 1 11 95 I I 1 � I I I --- I I I I I r _____----__ -------I- II I , I ----------- 1 I I I I I I I I I 11 I r---------� I I I 1 C. 2 1 2 C. 1 1 I Ir--- II I ---____----------- I--------- 1 I------------------------___--, I I I I � r----i I I T-CEC I I T-NECL4 I I I I --- 1O _ r___, I X-3, I I--' 1 I I I I I I I I I 1 1 1 1 I I I I I I I I l l I I I I I I I I I I I 1 1 I I I I I I I I CATH I LAB I I I I I I 1 I I I II I I I 1 I 1 r---, I I I I , 13OKVAI I I I I 3 r75KVAI I I I 1 1 r-1L OKVA� I 1 OKVAs1 I 1 i-� r_ I I I I 1------ 1 I ; I I L J I I _-' I I I I NMSB SERVICE 1 1° I I I I I I I I I I I I r------ �-------------- i 1------------t- I ___----- I I I r--------+-I----= --- 1 I 35 tl r--- L I SOOKVA t UPS L ----- ° J I I,------, I ! i II II 55 I __ I I �_ II I r--, II L i 4 I 195 r---- I r----i r----, I I I III - 1 1 1 1 1 - I I C� 0 I I - I 1 - I I I I tl I I L_____- _____ I I 115 I I I I L, I I I ° - I I 1 I 2 I I I #__ 1J I NDPL N) TI t- 4 `JOQA r--- 225AI 35 t I I 185 I I ,� I -- I 65 I I 25 �J C l r C L I 7 1 I-� i1 L -1 r-- r---� I-I-�-I r - 1 r-- �I I- -t r�E -�I r ram_ 1 r -� S I QH I b I I d GEN. #Z I I 1 1 1 I 1 1 I 1, 0A IaUTPUT I I BYPASS I I 1 L_a__ L_ r 1 r-- 1 IMR�CT 1 1 1 - 1_ I -- -1 r- 1 I tl I 1 r--U -71 I I NNH3 N 1-- I ° I I �_ �__ I () r- 1 r_} _ jl"1 r- '--1 I F__�-� r-�--I r----� r-----I r----� I I I I r-1--� I'11- r- J r I i I i 11 [--] 1 , 1225A 1 I NNL3 I tl I I INNL3A 1 I INECL3A1 INEGL3 I INECL3 I INECL3 1 1NECL3Btl 11 I I INECL3CI INFQH 1NEQL31 1NEAL31 t, f-� __ r- 1 1 1 I I r -- 1500KVA_ I I I L' ' I 1 1480/ I I 250A1 I I I NEAL I I NEAH I I b IATS I NECL I I a-'w I I b 1 I I IATS I IATS I I I I I I I I I I 1800A I I I I I 800AI I ICL 70A 225AI I 125A1 i iEC2 I III I I 1200A,--tee 1 I 1 1 l I $OOA 8010A1 a, 1 1 l'S MRI�CT1 I I I I 0 KVA 60 A h3 I I ° I I I I i i i i I I I I i i I I I SEC. 1 1 1 I I I I I I I I I I I I I I 1, I 1 I I I I I I 150A SEC. 1 SEC. 2 SEC. 1 SEC. 2 225A , 100A 100A I I h I F1 225A 70A r�� I i i i i i i i i i 1 i 1 i �,' 1100A 1 1 150A 1 a i i i LJ LJ i i i i i i i i i 1 l EXISTING 1 FPL 1 277 i ��� i XFMR TR I I I I I (N) I 800A 1 75KVA I I I I 1EA2 l IEQ2 I 1 1100A I XFMR TR I XFMR TR I I I I I 170A I I I NECH I I 1260A1 ���-+� I 1800A I NES I I 1800A I I 30KVA I I L_ I I 75KVA I I L_ J 1 150A 1 L J 11ZOOAI L J -� CR /LS CR`` r-- r 250A (CR -I- EQ L_ J -I- CRjl ( ) �T I ) (CR) �I 70OKWi 11 G L---, J 800A t I I ; I 800A►I PUT I `-- 'f I UPS I I I I I I I N11 L_--_J L_�1_J I I I I L____J L____J I I 1 I L____J NNL3 I IJ 225A 225A 225A 225A 225A I I I I� 100A I I r__-� ! (N) I T S I I N11 I r __-� I CRll I I CR\\ I I CR\\ 1 1 CR\ 1 1 CR` I L� 1 I Itl JC I G E 11I L (LS 60A L J L_ L EC 2J L (1_J L (_LJ L �_LJ L ( LJ L ( LJ L �_ZJ �CR� �EQ L E9 S_� Z r- ter-- r L_ J L J 1 I I I 1 XFORMER I I I I r---� L_T _J I I I I I r L _11 L_� \ L�_r1J LCQ J I L_ r _J I �) 7- I I I I I I I 1 T( �CR I E L____ ,-_-1 )� ( 65 ° CR O 1 Y L_____ NNL3D NECL4A NECL4 r-- I X-1 ( I X-Z I 1 225A La �_____________� I $5 75KVA 0FIRST CEC FIRST I I I I I I I I __� I I I(E) I I I I __J __ __� I\_ -� '- 75 I I I e CATH LAB 1 45 27 26 '----�I - ,75KVA 15 N FLOOR FLOORII h r L_-- �� T'- -� '- TO -- 15 i i -----� _ - - L---- I ------- 25 -I - i L_ 200A 3P UTILITY 2sets 4-600 1-60OGND "'1",7 A P)PARTIAL RISER DIAGRAM S.-,ERVICE #2. 1. DASHED LINES REPRESENT EXISTING TO REMAIN. • c c 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 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 protect. None of the Ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporatlon for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ffm -140 z 0 IL D w z w w J J Q z Lyman .Davidson Dooley, Inc. David A. Burger, PE, FL Reg. No, 47146 HELIPAD ON MEDICAL PLAZA DR. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd Sanford, Florida 32771 PARTIAL RISER DIAGRAM 4' P 04101 SANI,ORD I,IKE DEI'AR"1'AII?!VI FIRE PRE VENI YON DIVISION 300 N. Park Ave., Sanford, Ft. 32771 / P. O. Box 1788, Sanford, Ft. 32772 (407 302-2 520 / FAY (407) 302-2526 Pager (407) 918-0395 Plans Review Sheet � Date: April 12, 2004 Business Address: 1 401 GV 14th Street Oce. Ch. 19 Existing Health Care Occupancy Business Nance: C.EkH. (Cath Lab) Ph. ( ) Contractor: The Diaz/Fritz Groccp .B.O. Ph. (813)254-0072 FAX. () Architect: Ph. Fax. Reviewed[ ] R 1�ZG Y WGd Wl�%l, Loini� e it ���� Rejected [] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner 'w_ Comment: Plans reviewed as Mercantile Occupancy Class "C". FD reserves right to require applicable code requirements if occupancy use changes. Application — New Interior renovation Catheter Laboratory New Additions shalt have no less than a 2 hour fire barrier 1.1 Mixed — (does not meet 6.1.14) 1.2 Special Definitions — (It does meet 3.1.10) -I lospital 1.3 Classification of Occupancy — low hazard (per 6.2.2.1) 1.4 Classification of Hazard of Contents — low hazard (per 6.2.2.1) 1.5 Minimum Construction — Shall Comply with table 19.1.6.2 2.2 Means of Egress Components -isles shall be maintained at all tunes & comply with L.S.C. 2000 ed-chapter #7. 2.3 Capacity of Egress — Shall be based on 0.5 per person 2.4 Number of Exits — Not less than two (2) remotely located from each other — - SAINT'ORD TYRE DEPl1 i? 1 MENT ,3 FIRE PRE VENTION DI VISION 300 N. Park Ave., Sanford, FL 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / F11X (407) 302-2326 Pager (407) 918-0395 2.5 Arrangement of Egress — O.K., will field verify, pet, section 7.5>FEP.C. 2.6 Travel Distance —Shall not exceed 100' 2 7 Discharge froiu Exits - Shall comply tinith7. 7 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verify 2.10 Marking of Means of Egress — O.K.; will field verify 2.11 Special Features — Reserved 3.1 Protection of Vertical Openings — Shall provide two hour rating 3.2 Protection from Hazards — Shall cotnply with 19. 3. 2 1 J l 3.3 Interior Finish — Class "B" "A" or "C" allowed per' 0.2.8. L 3.4 Detection, Alarm and Communications Systems — Not required 3.5 Extinguishing Requirements — as per NFPA 19, two (2) 4A 10'B.rtg rislter;s teg1 it cl every 75' (fl) 3.6 Corridors — 4 Special Provisions - 5 Building Services 5.1 Utilities — as per see 9-1 5.2 HVAC — as per see 9-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: required Monitoring: required. Other: NFPA 1 3-5.1 Fire Lanes — Existing 3-6.1 Key Box — Existing 2 ARCHITECTURE PLANNING INTERIOR DESIGN F;* A 1lik 7--= PjkjjjP=%r Km 1�J1 � lL W '}171 Q lL-. 0 n` � (� LL 999 .�_ 7p �1 LF-. A � � 1 � 4-1 ?� x ? /�` � Fi J� C4 DRAWING Bt.00K TITLE 1 : � 0 6 Y L Title Sca le Number DRAWING LABEL No. 0 ARCHITECTURAL AHCA am A000 COVER SWEET 0 > L1-01 LIFE SAFETY PLAN 40 0 ski a L1.02 LIFE SAFETY PLAN 49 L1,03. LIFE`5AFETY". Ins r L1.04 „" ,: LIFE SAFETY PLAN � L1.05` 'LIFE, SAFETY PLAN Sheet 000 WALL SECTION LABEL L1.06 LIFE SAFETY PLAN 0- A101 DEMOLITION / ICRA /FLOOR PLAN 0 AI02 REFLECTED CEILING PLANS A103 FIN15H PLANS 4 DETAILS STRUCTURAL 4 5101 5TRUCTRUAL DETAILS 4 NOTES g PLUMING PI.01 RENOV. PLAN MEDICAL GASES AND FIRE PROTECTION % MECHANICAL M2.01 DEMO/RENOV. PLAN MECHANICAL 0T ELECTRICAL j 3 j EO-01 SYMBOL LEGEND/NOTE50ETAILS _ EI-01 LOCATION PLAN ELECTRICAL a E1.02 DEMO. PLAN -POWER 4 SYSTEMS E1-03 RENOV. PLAN - LIGHTING 1 E1-04 RENOV. PLAN -POUTER 4 SYSTEMS EL05 RENOV. PLAN - EQUIPMENT E1-06 DEMO. PLAN - POWER 4 SYSTEMS .Pn� CR ,,RM ' _ d. _�01 NLAZED RENOVATION PLAN E6.01 "`PANIFC`6CHrQULEv E6.02 PARTIAL RISER DIAGRAM GEM PEI GE MEDICAL I)RAWING,5 ATTACHED FOR � PATE DESCRIPTION 01/12/04 AHCA SUBMITTAL 02/03/04 1551,1Ep FOR BID b2/03/04 I OUJNER CITY REVIEW VICINITY MAP SANFORD, FLORIDA U 581MOLE BLVD. CENTRAL Fl_0PlPA REGIONAL H05PITAl_ UJ. FULTON 6TWET MEDICAL PLAZA PR % -TO I-4 z W. I sT. BTWET a 1�6 � E.L.. 3 I W.IOr. OTMET a No. -®0 Sheet -000 ELEVATION LABEL ELEVATION LEVEL PROJECT TEAM ® No. A-0 Sheet 1 e - Detail Area Outline DETAIL LABEL )7-�Designation GRID REFERENCE 0�Elevation from Finished Floor MWR r �5 tail CENTRAL FLORIDA REGIONAL HOSPITAL BLAND ENG, COO 1401 WF5T SEMINOLE BOULEVARD 401-321-4500 SANFORD, FLORIDA 32111 LYMAN DAVIDSON DOOLEY, INC. 5201 W. KENNEDY BLVD SUITE 501 TAMPA, FLORIDA 33609 STRXTUR& E%INEER CENTER FOR INNOVATIVE STRUCTURES MACDILL AVENUE TAMPA. FLORIDA-33629 ROBERTA N. CURRY, IIDA 813-288-9299 FAX 813-288-8046 4 DOUG ME15ER, P.E. 813-835-5311 FAX 835-5503 ENIN5ULA ENGINEERING, INC. JIM MOSS �2016 ALDEN ROAD 401-246 -1688 ORLANDO, FLORIDA 32803 FAX 401-246-1664 PENINSULA ENGINEERING, INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 OF 5ET5 i CTION 155UEP I PENINSULA ENGINEERING, INC. 016 ALDEN ROAD 3(55) 1, ORLANDO, FLORIDA 32803 EMEMW WMIES G E MEDICAL SYSTEMS 4033 GREY5TONE DRIVE CLERMONT FLORIDA 34111 BRYAN SPANGLER 401-246 -1688 FAX 401-246-1664 JIM M055 401-24(o -1688 FAX 401-246-1664 DAN PRUENT Installation Specialist 1-800-891-5025 EMAIL: Daniel.Pruentemecl.ge.com LANE REVIEWED CITY OF SiNFORD n C A H LAB # I QT T U IPMENT UPGRADE & RENOVATION SANFORID, FLORIDA IL91 �A PROJECT AREA: GROSS BUILDING AREA TENANT AREAS EXISTING CATH LAB # 1 422 S.F. SPRINKLERED EXISTING CONTROL ROOM 125 S.F. SPRINKLERED EQUIPMENT ROOM 88 S.F. SPRINKLERED PARTIAL CLEAN CORRIDOR 230 S.F. SPRINKLERED TOTAL AREA INVOLVED 865 S.F. FULLY SPRINKLERED PROJECT DESCRIPTION: SCOPE OF WORK INTERIOR RNOIATIONS, AND ALTERATIONS TO EXISTING (ATH LAB #1 AN!) CONTROL ROO LIGHTING, HViC, MEDICAL GASES. INSTAIIIATIO INCLUDING EWMENT UPGRADES, RE'AORK OF TELEMEDICAL EQUIPMENT TO AIDE SURGICAL, NURSING, PA330LOGY do RADIOLOGY STAFF. BUILDING OCCUPANCY INSTITUTIONA, PRIMARY OCCUPANCY GROUP I - WRESTRAINED - HOSPITAL CONSTRUCTION TYPE TYPE H PRUECTED, FULLY SPRINKLERED FIRE PROTECTION 2-HOUR RATED SPRAY FIREPROOFING FOR STEEL LEMBERS ALLOWABLE AREA UNLIMITED EXISTING) MEZZANINE NO BUILDING HEIGHT N/A - INT,RIOR RENOVATION PROJECT INFORMATION OME Y APPLICABLE CODES AND REGULATIONS: FLORIDA BUILDING CODE 2001 FLORIDA FIRE PREVENTION CODE 2001 NFPA ,410 1, 1-1 LIFE�SAFETY,,CODE A, ,w2000, (AS.lCONTAINED �ITHIN'�THE�rs- 3��2001r�N'IRE��PREVENTION�.CO�E) FLORIDA ADMINISTRATIVE CODE CHAPTER 59A-3 (HOSPITALS) AIA GUIDELINES FOR DESIGN & CONSTRUCTION OF HEALTH CARE FACILITIES 2001 EDITION APti 0 A tl i SANFORD, FLORIDA uc N L NOTES UI M N P41. 1. GENERAL CONTRACTOR SHALL TAKE ALL 6. WHEN "APPROVED EQUAL", "EQUAL TO" OR OTHER QUALIFYING 12. EXISTING SIGNAGE: TBE G.C. SHWRKli Ve1ND.STORE, 21. IN AREAS IN WHICH WORK IS DONE, SEAL ALL EXLSITNG AND NEW 29. IF ANY SERVICES TO FACILITY AFFECTING THE FACHM'S OPERATIONS 37. CONTRACTOR TO PROVIDE ALLOWANCE FOR COMPLETE DUCTWORK NECESSARY PRECAUTIONS TO PROTECT AND STORE TERMS ARE USED, IT SHALL BE BASED UPON THE REVISIT AND ON SITE, ALL EXISTING SIGNAGE AF&CT$D BY TH$ WORK. HALL PENETRATIONS TO MAINTAIN THE INTEGRITY OF THE EXISTING REQUIRE INTERRUPTION FOR ANY REASON, PROPER NOTICE AND CLEANING AT PROJECT COMPLETION. EXISTING UTILITY LINES, GAS LINES AND FITTINGS, APPROVAL OF OWNER'S REPRESENTATIVE. THE GENERAL CONTRACTOR SHALL R-INSTALL SUCH SIGNAGE STRUCTURE OR WALL. AUTHORIZATION MUST BE GIVEN TO OWNER'S REPRESENTATIVE. DUCTWORK, FIXTURES, ETC. WHICH REMAIN AS PART OF THE AFTER WORK IS COMPLETED IN AFFETSD AREAS. 38. CONTRACTOR TO PROVIDE FOR MECHANICAL ENGINEER'S REVISIT AND FINAL BUILDING SYSTEMS. GENERAL CONTRACTOR SHALL 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, 13. CONTRACTOR TO PROVIDE ACESS TO ALL ROOF AREAS 22, IN AREAS IN WHICH WORD IS DONE, PATCH AND REPAIR EXISTING 30. WORK IN ADJACENT SPACES SHALL BE COORDINATED WITH THE APPROVAL AT LEAST ONE WEEK PRIOR TO STATE INSPECTION. CLEAN, REPAIR, REPLACE, RELAMP, RTC, THESE ITEMS AS SCAFFOLDING, TEMPORARY BRACING, BARRICADES, WALKIFAX DURING ENTIRE PROJECT DLRATION, TO BE SUPPLIED FIREPROOFING TO MAL�ITAIN FLRF RESISTANCE MATING. FACILITY. THE CONTRACTOR SHALL ANTICIPATE THE NEED FOR AND COMPLETE TYPE WRITTEN TEST AND BALANCE REPORT OF MECHANICAL REQUIRED FOR PROPER FUNCTIONING OF THE COVERS REQUIRED FOR COMPLETION OF THE WORK. PROVIDE FOR INSPECTIONS BY OWNEIAND/OR ARCHITECT. EKE APPROPRIATE ARRANGEMENTS FOR EVENING AND WEEKEND SYSTEM. FINAL BUILDING SYSTEMS. PROTECTION TO THE PUBLIC AS REQUIRED TO ACCESS ANY AND ALL CONSTRUCTION AREA ENTRANCES. 23 THIS IS A LIMITED ACCESS SITE. ALL DELIVERIES OF CONSTRUCTION MATERIALS, FIXTURES, EQUIPMENT, ETC. MUST BE COORDINATED WITH WORK 39. G.C. TO MAINTAIN FIRE PROTECTION SPRINKLER SYSTEM IN 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS 14. GENERAL CONTRACTOR TO PRLIIDE ON SITE SUPERVISION DURING ALL DAYS OF ACTIVE FORK. THE SITE/FACILITY OWNER'S REPRESENTATIVE. 31. DAMAGES TO PROPERTY OF THE OWNER SHALL BE REPAIRED OR PAID ACCORDANCE WITH NFPA 101, ITEM 9.7.6. IF THIS IS FOUND TO BE AND JOB CONDITIONS AND SHALL REPORT TO OWNER'S B. DRAWINGS ARE NOT TO BE SCALED. ANY DIMENSIONAL FOR BY THE PARTY RESPONSIBLE FOR THE DAMAGE. THIS SHALL IMPOSSIBLE, THEN G.C. TO PROVIDE ALTERNATIVE METHODS FOR LIFE REPRESENTATIVE ANY DISCREPANCIES OR OMISSIONS INFORMATION REQUIRED BUT NOT GIVEN SHALL BE COORDINATED 15. CONTRACTOR SHALL NOTIFY ACHITECT OF ANY 24. CONTRACTOR IS RESPONSIBLE FOR LOCATING PROVIDING ALL INCLUDE, BUT NOT LIMITED TO, DAMAGE TO THE FACIL,TY GROUNDS, SAFETY, SUCH AS BUT NOT LIMITED TO SMOKE DETECTION TIED INTO WHICH WOULD INTERFERE WITH SATISFACTORY SMITH THE ARCHITECT. DISCREPANCIES BETWEEN THPDETAHS CONTAINED BANDLOCKING WITHIN ANY NECESSARY FIRE RETARDANT TREATED WOOD HAB PLANTINGS, WALLS, .FLOORS, CEILINGS, PAVEMENTS, APPLIANCES, THE FIRE ALARM SYSTEM OF THE AREA OF CONSTRUCTION. COMPLETION OF THE WORK. GENERAL CONTRACTOR IS HEREIN AND WITH THE SPECIICATIONS. BANG WAIF FOR ANY WAIL MOUNTED MILLWORK, GRAB BARS, EgUIPMENT, VEIICLES, UTLILTLES, F[IRNISHINGS, AND OTHER PROPERTIES. RESPONSIBLE FOR VERIFICATION OF ALL FIELD MEASUREMENT'S, FIELD CONSTRUCTION AND INSTALLATION 9. CHANGE ORDERS TO BE CAPPED AT lOX ABOVE COST TO THE GENERAL CONTRACTOR. 16. WHEN ANY PART OF EXISTING SIUCTURE IS OPEN TO EXTERIOR, ETC. COORDINATE LOCATION AND BLOCKING REQUIRMENTS WITH OWNER 32. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY 40. G.C. TO COORDINATE WITH FACILITY SCBEDUI:E OF CEILING DEMOLITION SO AS TO MINIMIZE NOISE TRANSMISSION DISCOMFORT TO ' CRITERIA, COORDINATION OF ALL TRADES AND SUPPLIED PROTECT INTERIOR FROM WIND,AIN, STORMS, VANDALISM. WHERE NECESSARY. EXISTING -TO -REMAIN FINISHES OR FIXTURES WHICH ARE DAMAGED PATIENT AREAS ON THE SECOND LEVEL. IF AT ALL POSSIBLE, ITEMS, AND THE MEANS AND METHODS OF CONSTRUCTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR ARRANGING AND DRAWINGS INDICATE THE 10. THESE L SCOPE OF SCOPE OF THE PROJECT IN TERMS OF THE 17. ANY DEVIATION FROM PLANS AN SPECIFICATIONS MUST BE 25. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY DURING DEMOLITION (I.E. CEILING TILES, CEILING GRID, WALLCOVERING, FLOOR COVERINGS, RTC. ) FACILITY TO COORDINATE HAVING THESE PATIENTS AREAS UNOCCUPIED AT THE TIME OF CONSTRUCTION. FOR HOISTING FACIIITIES, PARKING, ETC. FOR THE GENERAL ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE SUBMITTED TO OWNER OR ARCli'ECT FOR APPROVAL. CONSTRUCTION AND ALL STAGING, SCHEDULING, MATERIAL DELIVERIES HANDLING OF MATERIALS. BUILDING AND TH$ MA70R ARCHITECTURAL ELEMEN S. THE 18. IT IS THE CONTRACTOR'S RESPQSIBIII'TY TO FURNISH AND INSTALL AND OTHER ITEMS THAT AFFECT THE SEQUENCE OF CONSTRUCTION OR SCHEDULING THE CONSTRUCTION PROJECT. SPECIALTY EQUIPMENT 33. STENCIL WALT RATING ON FACE OF WALL ABOVE THE FINISHED 3. GENERAL CONTRACTOR IS TO OVERSEE CLEANING AND DRAWINGS AND SPECIFICATIONS DO NOT NECESSARILY ED FO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL ALL WORK, FIXTURES AND EQUIIENT NECESSARY TO COMPLETE THE DELIVERIES TO BE COORDINATED WITH EQUIPMENT VENDORS, AND FACILITY. CEILING. LETTERS TO BE MINIMUM OF 2' HIGH AND LABELED AT 25'-0' O.C. LABEL WITH FIRE, SMOKE AND NUMBER OF RATED ENSURE THAT THE PREMISES ARE MAINTAINED FREE OF RUBBISH DURING CONSTRUCTION. FINAL CLEAN UP IS PERFORMANCE AND COMPLETION OF THE SMELL PROJECT AS PER PLANS, UNLE, NOTED TO BE INST LAD BY OTHERS. THE CONTRACTOR ISO DELIVER PROJECT CLEAN AND HOURS. WAIi5 NOT FATED THAT EXTEND TO UNDERSIDE OF DECK THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. OF THE CONTRACT DOCUMENTS, ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE READY FOR USE AS APPROVED iY OWNER. 20.THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NECESSARY DEMOLITION, REWORK OF EXISTING BUILDING SYSTEMS, AND PATCHING AND NOT RATED ARE TO BE LABELED "NO WALL RATING REQUIRED". REPAIR, PATCH, TOUCH UP OR REPLACE MARRED SURFACES AND MAINTAIN CRANING UNTIL WORK IS CONTRACTOR SHALL FURNISH AND COORDINATE ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION 19. COORDINATION BETWEEN ALL TWEE IS THE RESPONSIBILITY OF 'THE OR REPAIRING OF EXISTING BUILDING FINISHES AFFECTED BY NEW CONSTRUCTION. 34.CONTRACTOR SHALL VERIFY REUSE OF ANY EQUIPMENT AND OR COMPLETED. G.C. TO REFERENCE INFECTION CONTROL OF THE WORK, QUESTIONS PERTAINING TO THE DRAWINGS GENERAL CONTRACTOR. FIXTURES (LIGHTING, DOORS, HARDWARE, ETC.) WITH THE OWNER. IF RISK ASSESSMENT (ICRA) PROTOCAL ISSUED BY HOSPITAL. OR THEIR INTENT SHOULD BE DIRECTED TO THE ARCHITECT. 20• INDEMNIFICATION TO THE FULIST EXTENT PERMITTED BY LAW, THE 27. WHEN NEW WORK ABUTTS OR FINISHES FLUSH WITH EXISTING WORK ANY ITEMS ARE TO BE REUSED, THOSE ITEMS ARE TO BE THOROUGHLY CLEANED AND REPAIRED BEFORE REINSTALLATION. ALL 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL CODES, ORDINANCES AND REGULATIONS It. THE WORK IN GENERAL INCLUDES THE RENOVATION OF CONTRACTOR SHALL INDEWflYAND HOLD HARMLESS THE OWNER, MAKE A SMOOTH AND WORK -MAN -LIKE TRANSITION. MATCH EXISITNG ADJACENT WORK WITH PATCHED WORK IN TEXTURE AND APPEARANCE ITEMS REUSED ARE TO MATCH EXISTING FIXTURES OF SIMILAR TYPE. APPLICABLE AT PROJECT LOCATION. GENERAL CONTRACTOR OPERATING ROOMS - SUITE #1 AND #2, PROVIDING ARCHITECT, AND THEIR AGENT AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSE°AND EXPENSES, INCLUDING BUT NOT SO THAT PATCH OR TRANSITION IS INVISIBLE AT FIVE FEET. 35.CONTRACTOR SHALL PROVIDE CUT SHEETS AND OWNER'S MANUAL FOR IS RESPONSIBLE FOR FILING AND SECURING ALL NECESSARY PERMITS, APPROVALS, ETC. FOR AIL, TRADES. UPGRADE SURGICAL EQUIPMENT AND TELEMEDICAL EQUIPMENT WHICH WILL AIDE THE MEDICAL STAFF IN THE LIMITED TO ATTORNEY'S FEESIIUSING OUT OF OR RESULTING FROM 2U. AT NO TIME SLIAIJ THE FACILITY'S FUNCTIONS BE DISTURBED OR ALL EQUIPMENT INS'TAIIFD BY CONTRACTOR. INFORMATION SHALL BE NURSES' STATION, PATHOLOGY AND RADIOLOGY, AS WELL AS THE PERFORMANCE OF THE INK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (ATTRIBUTABLE TO BODILY INJURY, DISRUPTED DURING DEMOLITION OR CONSTRUCTION. SERVICES SHALL NEATLY AND ORDERLY BOUND IN A 3-RING HINDER, AND SUBMITTED TO OWNER IN DUPLICATION UPON COMPLETION OF THE PROJECT. 5. GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR A REMOTE CLASSROOM. NEW INTERIOR FINISHES FOR ALL INTERIOR SURFACES INVOLVED WITHIN AREA OF SICKNESS, DISEASE OR DEATIOF, TO INJURY, OR TO DESTRUCTION AT NO TIME BE DISRUPTED. SERVICES INCLUDE. BUT NOT D KEEPING ABREAST OF CONSTRUCTION PROGRESS AND WHERE RENOVATIONS. UPGRADE HVAC, ELECTRICAL AND MEDICAL OF TANGILBLE PROPERTY (O'ER THAN THE WORK ITSELF) INCLUDING TO ELECTRICAL POWER, WATER, SEVER, HVAC, PARKING, PEDESTRIAN PEDESTRIAN TRAFFIC AND ACCESS, 38.IT IS THE RESPONSHIIIITY OF THE CONTRACTOR TO REVIEW THE DELAYS HAVE OCCURRED DUE TO GENERAL CONTRACTOR'S FAULT, MADE UP THE LAST TIME AT HIS OWN EXPENSE AS GASES TO ACCOMMODATE NEW EQUIPMENT. THE LOSS OF USE RESULTIN THEREFROM. ETC. PROPER OPERATION OF HVAC EQUIPMENT WITH OWNER'S REPRESENTATIVE. NECESSARY TO MAINTAIN THE CONTRACT SCHEDULE. .; Lyman :Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAMPA FT. COLLINS AHCA 1 COMMENTS 0 � LL w Y <w 0 F- 77) W Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 COVER SHEET 303639_A000 ARCHITECTURE PLANNING INTERIOR DESIGN n KERNr,Ya Aid PL AN a PAfRT I AL FACILITY 9 GfROUND FL 00FI, _ICI scare = i:iro m I.I., EXAM ED 1.1% F E S.U. ED 1. FINAP ED 1. BED CC1C1R: CUN ED 1. / C OF E. CC] ED EI SF GENERAL PLAN N®TE5 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,r2OO SF , AS PER SECTION 409.1.2.1 IN THE 19-34 511C WITH 1996 REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL DISTANCE TO A SMOKE BARRIER DOOR 15 LE55 THAN 200 FT., AS PER SECTION 409.12.1 IN THE 1991 5.5.C. 4 THE HOSPITAL. OCCUPANCY LOAD IS BASED ON 120 5F / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 5F / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEA5 PER SECTION 12-1.1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 199-f S.B.C. 5 HOSPITAL EXIT UNITS REQUIRED IS BASED ON 02 INCHES / PER50N FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 0.3 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-2.3.2 IN THE 1994 NFPA 101 LIFE SAFETY CODE. 50TH BASED ON A FULLY SPRINKLERED FACILITY. (o ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.13 IN THE 1997 5.[3.C. —f THE BUILDING 15 5.5.C. CONSTRUCTION TYPE 11, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) 8 OCCUPANCY 15 5BC GROPUP 1 — INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES L15TED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) PLAN NOTES PATH 1 PATH I IS A COMMON PATH OF TRAVEL THAT WILL BE ACCESSIBLE DURING CONSTRUCTION AND ONCE CONSTRUCTION 15 COMPLETED. TRAVEL DISTANCE TO NEAREST EXITS : APPROX. 97 LF PATH 2 PATH 2 IS A COMMON PATH OF TRAVEL THAT WILL BE ACCESSIBLE UPON COMPLETION OF CONSTRUCTION TRAVEL DISTANCE TO NEAREST EXITS : APPROX. 220 LF LEGEND EX I MARK LOCATION OF AN EXISTING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKER = N ® COMMON PATH OF TRAVEL ROUTE ® SMOKE COMPARTMENT BARRIER/RATED WALL FIE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FHC/FE FIRE H05E CABINET / FIRE EXTINGUISHER (� I �Y EXIT / DIRECTIONAL EXIT SIGNS F FIRE ALARM / STROBE AND /OR PULL SMOKE DETECTOR EH ELECTROMAGNETIC HOLD OPEN SC- # SMOKE COMPARTMENT DESIGNATION LIFE SAFETY LFGFEND 2 - HOUR RATED SHAFT WALL ®� ® 2 - HOUR RATED SMOKE PARTITION 2 - HOUR RATED PARTITION 1 - HOUR RATED SMOKE PARTITION I - HOUR RATED HAZARDOUS PARTITION ----------- 1 - HOUR RATED PARTITION o NON - RATED SMOKE TIGHT PARTITION NON - RATED PARTITION TO DECK (NO 5YMBOU NON- RATED PARTITION TO 4" MIN. ABOVE CEILING LLP LEAD LINED PARTITION m n, } jy Y7 Cyr; y Dooley, l y Ppk� • A�vy 'Kennedy Blvd. oultul ' f t5813.288.8046 • • • :aR aATLANTA IINASHVILLE TAMP. FT. COLLINS o laR z Q z 0 0 z IY 0 w I 0 z Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 J, r Central Florida • st €� 10 0 �'�FRegional a r�r M E Hospital 0 a �a4. 1401 West Seminole Blvd. Sanford, Florida 32771 �!LIFE SAFETY - LAN ral i PARTIAL u- FIRST • - i.Ih�it✓9" i • • • • .00 s COK RNC 101 1. A .t : 1 ARCHITECTURE PLANNING INTERIOR DESIGN GENERAL FLAN NOTES 1 AREAS L15TEP IN LIFE SAFETY EXIT CALCULATIONS ARE GROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,E 00 5F , AS PER SECTION 4013.12.1 IN THE 1994 S.B_C WITH 199Mo REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL DISTANCE TO A SMOKE BARRIER DOOR 15 LESS THAN 200 FT., AS PER SECTION 409.12.1 IN THE 199-1 S.B.G. 4 THE H06PITAL OCCUPANCY LOAD IS BASED ON 120 5F / PER50N IN INSTITUTIONAL SLEEPING AREAS, AND 240 5F / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEA5 PER SECTION 12-1-1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 199-1 S.B.C. 5 HOSPITAL EXIT UNITS REQUIRED IS BASED ON 0.2 INCHES / PER50N FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL BY 5TAIR5 PER 12-2.3.2 IN THE 1994 NFPA 101 LIFE SAFETY CODE. BOTH BASED ON A FULLY 5PRINKLERED FACILITY. ro ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED A5 A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.13 IN THE 199-1 S.B.C. -I THE BUILDING IS 5.B.C. CONSTRUCTION TYPE 11, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) a OCCUPANCY 15 55C GROPUP 1 - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIE5. (CODES LISTED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WA5 CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) z 4 0 w z t7 0 a F- 0 z z 0 t7 w 0 w Ir N PLAN NOTES LL w w a w PATH I AND PATH 2 ARE COMMON PATN5 OF TRAVEL PATH 1 0 �' J THAT WILLk3E ACCESSIBLE DURING CONSTRUCTION 4 AND ONCE CONSTRUCTION 15 COMPLETED. T PATN 2 TRAVEL DISTANCE TO NEAREST EXITS: APPROX. 2,50 LF PATH 3 PATH 3 15 A COMMON PATH OF TRAVEL THAT WILL BE ACCESSIBLE UPON COMPLETION w OF CONSTRUCTION C Q TRAVEL D15TANCE TO NEAREST EXITS : APPROX_ 250 LF u LL LEGEND x c EXIT MARK LOCATION OF AN EXISTING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKER ® ® COMMON PATH OF TRAVEL ROUTE 5MOKE COMPARTMENT BARRIER/RATED WALL FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FHC/FE FIRE HOSE CABINET / FIRE EXTINGUISHER `C I � I EXIT / DIRECTIONAL EXIT SIGNS F FIRE ALARM / STROBE AND /OR PULL SMOKE DETECTOR EN ELECTROMAGNETIC HOLD OPEN C— # SMOKE COMPARTMENT DESIGNATION LIFE SAFETY LEGEND 2 - HOUR RATED 514AFT WALL 2 - HOUR RATED SMOKE PARTITION --z� 2 - HOUR RATED PARTITION I - HOUR RATED SMOKE PARTITION I - HOUR RATED HAZARDOUS PARTITION .�====9®a-. I - HOUR RATED PARTITION NON - RATED SMOKE TIGHT PARTITION NON - RATED PARTITION TO DECK (NO 5YMB0U NON- RATED PARTITION TO 4" MIN. ABOVE CEILING LEAD LINED PARTITION ER ml- Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd_ Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd_ Sanford. Florida 32771 LIFE SAFETY PLAN PARTIAL GROUND FLOOR LIFESAFE-03-A102 303639.00 COK RNC @ism 1 /12/04 M Y °J OFFICE- kA--I SOILED SPH�Y11210AN NURSI- UTILITYTY SP 1.04 U oil An LINEN PATHOLOGY 411 FLAN= FART1AL FACILITY- GifRCUND FL00fP�,, Is GENERAL. FLAN N®TE6 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GRO55 5QUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 SF, AS PER SECTION 409.1.2.1 IN THE 1994 5.B.0 WITH 199ro REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL D15TANCE TO A SMOKE BARRIER DOOR IS LESS THAN 200 FT., A5 PER SECTION 409.1.2.1 IN THE 1991 S.B.G. 4 THE HOSPITAL OCCUPANCY LOAD 15 BASED ON 120 5F / PER50N IN INSTITUTIONAL SLEEPING AREAS, AND 240 SF / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEA5 PER SECTION 12-1.1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 5F / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 1991 5.B.c. 5 HOSPITAL EXIT UNITS REQUIRED 15 BASED ON 0.2 INCHES / PER50N FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PER50N FOR TRAVEL BY STAIRS PER 12-23.2 IN THE 1994 NFPA 101 LIFE SAFETY CODE. BOTH 5A5ED ON A FULLY SPRINKLERED FACILITY. BALL E""''"'A IT ACCE55 CORRIDORS WHICH ARE, NOT ""' ' "?: AS A SUITE 5HALL HAVE,�A', NON�RATEP-, . SMOKE RE515TIVE PARTITION PER SEC�l O '409.13 IN T E 1991 'S_B.C. L/��/0K 1 THE BUILDING 15 S.B.C. CONSTRUCTION TYPE II, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) �l 8 OCCUPANCY 15 55C GROPUP 1 - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CON5TRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) LEGEEND CZ� MARK LOCATION OF AN EXI5TING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKER ® COMMON PATH OF TRAVEL ROUTE ® SMOKE COMPARTMENT BARRIER/RATED WALL FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CADINET FHC FIRE HOSE CABINET FHC/FE FIRE H05E CABINET / FIRE EXTINGUISHER (� I c� I EXIT / DIRECTIONAL EXIT SIGNS F FIRE ALARM / STROBE AND /OR PULL tl SMOKE DETECTOR EN ELECTROMAGNETIC HOLD OPEN Sc# SMOKE COMPARTMENT DESIGNATION LIFE SAFETY LEGEND 2 — HOUR RATED SHAFT WALL d e 2 - HOUR RATED SMOKE PARTITION 2 - HOUR RATED PARTITION ® I - HOUR RATED SMOKE PARTITION I - HOUR RATED HAZARDOUS PARTITION awwwwwwwwwr I - HOUR RATED PARTITION w� ww NON - RATED SMOKE TIGHT PARTITION NON - RATED PARTITION TO DECK (NO 5YNC30L) NON- RATED PARTITION TO 4" MIN. ABOVE CEILING: LLP LFAI.) LINED PARTITION ARCHITECTURE PLANNING INTERIOR DESIGN N W z 0 0 0 z 0 0 a 0 Davidson G�! r r; Kenneiy BlYC Suite 501 Tampa, FL 33609 813.288.9299 • • ATLANTA NASHVILLE TAMP. AHCA il COMMENTS :e A5 3 W "r 0 0- _-I- W, I 0 0 : z a I z -- W (a 0 F- 0 z c 1 �, dR �If A z o 1 CIS �� r y'�'�h, _ _ _ ■ LU MNFFtr z t - — .JC7'Ni' f.��ar�lni?l�h. �1=191 LIFE SAFETY PLAN PARTIAL GROUND FLOOR -:r1 p�yt I4 0._. •,�t 0 ¢�303639.00 R GENERAL PLAN NOTES 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GRO55 SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 5F , AS PER SECTION 409.1.2.1 IN THE 1994 S.B.0 WITH 1996 REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL DISTANCE TO A SMOKE BARRIER DOOR 15 LESS THAN 200 FT., AS PER SECTION 409.12.1 IN THE 1991 5.3.C. 4 THE HOSPITAL OCCUPANCY LOAD IS BASED ON 120 SF / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 5F / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEAS PER SECTION 12-1.1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE M91 S.B.C. 5 HOSPITAL EXIT UNIT$ REaUIRED 1$ BASED ON 0.2 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-23.2 IN THE 1994 NFPA 101 LIFE SAFETY CODE_ POTH BASED ON A FULLY SPRINKLERED FACILITY- 6 ALL EXIT ACCE55 CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.1.3 IN THE 1991 S.P.C. 1 THE BUILDING 15 S.P.C. CONSTRUCTION TYPE 11, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) S OCCUPANCY 15 SBC GROPUP I - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) LEGEND low ... XIT MARK LOCATION OF AN EXI5TIN6 EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKER ® COMMON PATH OF TRAVEL ROUTE - Em SMOKE COMPARTMENT FJARRIER/RATED WALL FF FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CAE31NET FHC FIRE HOSE CABINET FHC/FE FIRE HOSE CABINET / FIRE EXTINGUISHER IEXIT c / DIRECTIONAL EXIT SIGNS F FIRE ALARM / 5TRO5E AND /OR PULL SMOKE DETECTOR EH ELECTROMAGNETIC HOLD OPEN SIC # SMOKE COMPARTMENT DESIGNATION LIFE 5AFETY LEGEND 2 - HOUR RATED SHAFT WALL �+ 2 - HOUR RATED SMOKE PARTITION - 2 - HOUR RATED PARTITION I - HOUR RATED 5MOKE PARTITION I - HOUR RATED HAZARDOUS PARTITION ----------- I - HOUR RATED PARTITION NON - RATED SMOKE TIGHT PARTITION t $ 1 1 NON - RATED PARTITION TO DECK (NO 5YMBOL) NON- RATED PARTITION TO 4" MIN. ABOVE CEILING LEAD LINED PARTITION KEY FLAN Lyman Davidson Dooley, Inc;. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com 0.5 14 . . g, '. 1� e 3 ¢ ' k14 0 W In 7 W In 0 I- I- 0 z I- 1- a n_ W <Y W 0 F- F- 0 z I- f- U W I- CentralFlorida Regional Hospital yyy}}}����`' ' 1 • - Mi. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 327-/1 3 n; �yGROUND FLOOR �w1303639.00 1" 7d_ � C11u,G�k. � Fk P1 M111 , 1 1, 1 1 I* •'t,�: ARCHITECTURE PLANNING MIR PLAN- PARTIAL FACILITY- GF�OUNp FL00fR SCALE =Ella 101 L C LC GENERAL PLAN NOTES 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE PUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 SF, AS PER SECTION 409.12.1 IN THE 1994 S.B.0 WITH 1996 REVISIONS AND SECTIONS 12-31.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE; I tAXIMUM'Tf�AYEL DISTANCI= TO, SMG.K ;k34RRIER DOOR=15 iE55'THAN200 FT., AS PER 5ECT16W409.1.2.1 IN THE 199"1 6.i3.0 ... - 4 THE HOSPITAL OCCUPANCY LOAD 15 BASED ON 120 5F / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 5F / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEAS PER SECTION 12-1.1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 199-1 5.E3.C. S HOSPITAL EXIT UNITS REQUIRED IS BASED ON 0.2 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-23.2 IN THE M134 NFPA 101 LIFE SAFETY CODE. BOTH 5ASED ON A FULLY SPRINKLERED FACILITY. ro ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.13 IN THE 1991 5.13.C. -1 THE BUILDING IS 5.E3.C. CONSTRUCTION TYPE 11, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) 8 OCCUPANCY IS SE3C GROPUP 1 - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) LEGEND EXfT MARK LOCATION OF AN EXISTING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKER ® M COMMON PATH OF TRAVEL ROUTE ® SMOKE COMPARTMENT eARRIER/RATED WALL FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FHC/FE FIRE H05E CABINET / FIRE EXTINGUISHER `c" I (Qj I �J ``��'' EXIT / DIRECTIONAL. EXIT 6IGN5 F FIRE ALARM / STROBE AND /OR PULL ® 5MOKE DETECTOR EH ELECTROMAGNETIC HOLD OPEN C# SMOKE COMPARTMENT DESIGNATION LIFE 6 AFETY LEGEND 2 - HOUR RATED SHAFT WALL �— 2 - HOUR RATED SMOKE PARTITION —� 2 - HOUR RATED PARTITION I - HOUR RATED SMOKE PARTITION - J—� I - HOUR RATED HAZARDOUS PARTITION -®s®=s•=®...A I - HOUR RATED PARTITION NON - RATED SMOKE TIGHT PARTITION NON - RATED PARTITION TO DECK (NO 5T"MBOL) NON- RATED PARTITION TO 4" MIN. AE30VE CEILING LEAD LINED PARTITION A5� KEY FLAN _-I�t� N.T.S. I MI w 0 z c� I- 0 z 4�5 :N 7Lyman Dooley, Inc. Y Suite i Tampa, FL 33609 813.288.9299 813.288.8046 „'o' a n 1"i n 'rrar�yr � a • �I�al�as �,i alp �C _. IY 0 w 0 T �' w r� 0 F- 0 z W Lentral rlonaa Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 LIFE SAFETY PLAN PARTIAL GROUND FLOOR LIFESAFE-03-A105 303639.00 005 1/12/04 -90" FIE11"� ,4iF---ILAN - PARTIAL rAC IL I fii = GRICUND PL00R 5caLE = isiro GENERAL PLAN N®TE5 I AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS- 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 SF, AS PER SECTION 409.1.2.1 IN THE 1994 SB.0 WITH 1996, REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL DISTANCE TO A SMOKE BARRIER DOOR IS LESS THAN 200 FT., AS PER SECTION 4013.1.2.1 IN THE Ic331 S.B.C. 4 THE HOSPITAL OCCUPANCY LOAD IS RASED ON 120 5F / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 SF / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEAS PER SECTION 12-I.1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 5F / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 1991 5.B.C. 5 HOSPITAL EXIT UNITS REQUIRED 15 BASED ON 0.2 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-23.2 IN THE 1994 NFPA 101 LIFE SAFETY CODE_ BOTH BASED ON A FULLY SPRINKLERED FACILITY. 6, ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.1.3 IN THE 199-1 S.B.G. -1 THE BUILDING IS S.B.C. CONSTRUCTION TYPE II, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) S OCCUPANCY 15 SBC GROPUP 1 - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED AE30VE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) 1_EGENED MARK LOCATION OF AN EXISTING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKER ® COMMON PATH OF TRAVEL ROUTE m SMOKE COMPARTMENT BARRIER/RATED WALL FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FHC/FE .- . FIRE H05E .CABINET / FIRE EXTINGUISHER `CY I EXIT / DIRECTIONAL EXIT SIGNS F FIRE ALARM / STROBE AND /OR PULL ® SMOKE DETECTOR EH ELECTROMAGNETIC HOLD OPEN SMOKE COMPARTMENT DESIGNATION I-IFFE SAFETY LEGEND 2 - HOUR RATED SHAFT WALL 2 - HOUR RATED SMOKE PARTITION 2 - HOUR RATED PARTITION I - HOUR RATFD SMOKF PARTITION - 1 - HOUR RATED HAZARDOUS PARTITION I - HOUR RATED PARTITION NON - RATED SMOKE TIGHT PARTITION NON - RATED PARTITION TO DECK (NO SYMBOL) NON- RATED PARTITION TO 4" MIN, ABOVE CEILING LEAD LINED PARTITION PL AN MJ } z Q 0 t7 w w M 0 t- f- 0 z rn W F- ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tarnpa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 LIFE SAFETY PLAN PARTIAL GROUND FLOOR LIFESAFE-03-A106 303639.00 COK RNC 1 /12/04 ARCHITECTURE PLANNING INTERIOR DESIGN EQUIP, RM. ,I -- I CATN LAB #1 CONTROL f;RM. 13 EXISTING OXYGEN, VACUUM, SUCTION, LIGHT SWITCHES, THERMOSTAT, CRITICAL POWER BREAKER AND EMERGENCY SHUT OFF LOCATED WITHIN THIS AREA. G.C. TO REFER TO ENGINEERING DWGS IF ITEMS NEED TO BE UPGRADED, ABANDONED OR RELOCATED. G.C. TO ALLOW FOR ALL ITEMS TO BE TO BE ADJUSTED TO NEW FACE OF ADDT WALL FINISH LAYERS. REMOVE EXISTING DOOR AND FRAME. ENLARGE OPENING TO ACCOMMODATE NEW DOOR AND FRAME. PFMHL1T1nN PLAN 3/16' = F-Og EaUIP. RIM. CATN LAB #1 )NTROL RM. 103 SHIELDING SPECIFICATIONS ALL WALLS TO RECEIVE AN ADDITIONAL LAYER OF 1.5mm OF LEAD LINING.LEAD LINING TO BE APPLIED IN ROLL SHEET FORM AS SPECIFIED ' TOEXISTING FACE OF WALLS. LINING MUST BE INSTALLED IN ACORDANCE WITH SPECIFICATIONS LISTED WITHIN PROJECT MANUAL AND IN ACCORDANCE WITH CURRENT FLORIDA CONTROL OF RADIATION HAZARD REGULATIONS. AN ADDTIONAL LAYER OF 1/2" TYPE'X' GYP. BOARD IS TO BE APPLIED OVER ROLL GOODS. SEAL AND CAP ALL SCREW PENETRATIONS AS SPECIFIED IN ACCORDANCE WITH RADIATION SHEILDING SECTION WITHIN PROJECT MANUAL. RAMATIHN -BARRIER PLAN ICRA FLOOR PLAN 1/8" = P-0" EQUIP. Rm. CATN LAB #1 FLUPR PI AN � M )NTROL R" I. 103 in Lfj OR 19ATIOLN fill CONSTRUCTION PROJECT ACTIVITY TYPE: TYPE A,B,C,D PATIENT RISK GROUP: GROUP 4 HIGH / HIGHEST RISK CLASS OF PRECAUTIONS: CLASS IV GENERAL CONTRACTOR TO ADOPT AND FOLLOW THIS LIST OF PROCEDURES BEFORE AND DURING CONSTRUCTION: 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. REMOVE OR ISOLATE THE HVAC SYSTEM DURING EACH PHASE IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF DUCT 2• SYSTEM. COVER ALL EXPOSED RETURN AIR DUCTWORK. METHOD OF CAPPING DUCTWORK SHALL BE DUST —TIGHT AND PREVENT AIRFLOW. COMPLETE ALL CRITICAL BARRIERS AND TEMPORARY BARRIERS TO SEAL AREA FROM NON WORK AREAS OR IMPLEMENT CONTROL CUBE 3. METHOD (CARTS WITH PLASTIC COVERS/ING, AND SEALED CONNECTION TO WORK AREA WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS. SEAL EXISTING DOOR(S) TO ROOM(S) THAT IS(ARE) BEING WORKED ON 4. DURING THE APPROPRIATE PHASING SCHEDULE FROM CORRIDOR SIDE WITH B MIL POLY AND DUCT TAPE. 5. PROJECT SITE TO INSTALL AND MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. G.C. TO CONSTRUCT A DECONTAMINATION ROOM AND CHANGE ROOM. PROVIDE STICKY MAT AT ENTRANCE TO THIS AREA. ALL PERSONNEL WILL BE REQUIRED TO PASS THROUGH THESE ROOMS SO THEY CAN 6• BE VACUUMED USING HEPA VACUUM CLEANER BEFORE LEAVING WORKSITE AND WEAR CLOTHING OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE 7. COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA. SEAL ALL HOLES, PENETRATIONS, PIPES, CONDUITS AND PUNCTURES 8- IN ALL EXISITNG PARTITIONS THAT ARE ADJACENT TO CONSTRUCTION AREAS APPROPRIATELY. G.C. IS NOT TO REMOVE TEMPORARY BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE OWNER'S SAFETY 9. DEPARTMENT AND INFECTION CONTROL RISK ASSESSMENT DEPARTMENT, AND, AREA HAS BEEN THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT. GENERAL CONTRACTOR TO ADOPT AND FOLLOW THIS LIST OF PROCEDURES AFTER CONSTRUCTION IN COMPLETED OBTAIN APPROVAL TO REMOVE TEMPORARY BARRIERS FROM OWNER'S I. SAFETY DEPARTMENT, INFECTION CONTROL RISK ASSESSMENT DEPARTMENT AND ENVIRONMENTAL SERVICES DEPARTMENT. REMOVE ALL BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING 2 OF DIRT, DUST AND DEBRIS ASSOCIATED WITH CONSTRUCTION, CONTAIN CONSTRUCTION DEBRIS IN SEALED TRANSPORT CONTAINERS BEFORE EXITING THE WORK AREAS. CARTS OR RECEPTACLE TO BE COVERED AND TAPED, UNLESS THEY HAVE A SOLID LID. 3. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. WIPE DOWN ALL HORIZONTAL AND WORK SURFACES WITH MANPOWER 4. AND EQUIPMENT (WET CLOTHES, WET MOPS, DRY MOPS, BROOMS, CLEAN WIPING RAGS, ETC.) USING DISINFECTANT, WET MOP FLOOR AREAS. 5 REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. � 1211 0 0 4 X ua <Y SS 8�'2 z 7 cG-z - �r Y_ o CG-` NEW DOOR TYPE 'A' SPF_CIFICATIONS NEW DOOR TO BE AS DIAGRAMED ABOVE WITH LEAD LINED SHEILDING IN DOOR, VIEW WINDOW AND IN DOOR FRAME. LEAD LINING TO BE OF THE SAME EQUIVALENCE AS IN WALLS - 1.5 mm. LEAD LINING TO BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS LISTED WITHIN PROJECT MANUAL AND IN ACCORDANCE WITH CURRENT FLORIDA CONTROL OF RADIATION HAZARD REGULATIONS. ADJUST HARDWARE TO ACCOMMODATE ADDITIONAL WEIGHT OF MATERIALS. TYPtCAL flHUR TYPE 'rl' D w z D i- w a w I t- 0 0 t- F- 0 z U) J 0 T z w 0 D 0 IY J, r w J 0 0 z 0 0) 060 n w a 0 n a Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS ACHA 1 COMMENTS nw U, 0 Ll ' r CL a.. C3 Iw- Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION & NEW CONSTRUCTIOI ' FLOOR PLANS 303639 A101.dvvg 303639.00 RNC,COK ►HOC« 3/16' = 1'-0° 1/4" = 1'_0" 101 1 /12/04 M I I I ARCHITECTURE PLANNING INTERIOR DESIGN WO 11 1 C4TN LAB #1 lla 1 EXISTING CEILING TO REMAIN, PROVIDE ADDT LIGHT FIXTURES AND SWITCHES AS SHOWN AND AS FURTHER CLARIFIED ON ENGINEERING DWGS. REFER TO MEDICA GS. FOR FURTHER CLA ON 0 CEILING EQUIPMENT. RELOCATED GRID I CONTROL RM. YS 1�3TING CEILING TO IN, PROVIDE ADDL T FIXTURES AND SWITCHES AS SHOWN AND AS FURTHER CLARIFIED ON ENGINEERING DWGS. REFER TO GE MEDICAL DWGS. FOR FURTHER CLARIFICATION ON CEILING EQUIPMENT. REFLECTED Cf=I1_ING PLAN 3/16' = F-0" EaufF. RM. CATH L.AE3 "1 102 l0l EXISTING CEILING TO EXISTING CEILING TO REMAIN, PROVIDE REMAIN, PROVIDE ADD'L ADD'L LIGHT FIXTURES AND SWITCHES AS LIGHT FIXTURES AND SHOWN AND AS FURTHER CLARIFIED ON SWITCHES AS SHOWN AND ENGINEERING DWGS. REFER TO AS FURTHER CLARIFIED ON GE MEDICAL DWGS. FOR FURTHER ENGINEERING DWGS. CLARIFICATION ON CEILING EQUIPMENT. ■ • 11/z-- DUCT (verify :• if exist). I� r% i AID CONTROL RM. EXISTING CEILING TO REMAIN, PROVIDE ADD'L LIGHT FIXTURES AND SWITCHES AS SHOWN AND AS FURTHER CLARIFIED ON ENGINEERING DWGS. REFER TO GE MEDICAL DWGS. FOR FURTHER CLARIFICATION ON CEILING EQUIPMENT. CEILING EQUIPMENT PLAN 3/16' = F-0° REFLECTED CEILING PLAN NEW 2' X 4' BLDG, STD. FLUORESCENT LAY -IN LIGHT FIXTURE NEW 2' X 2' BLDG. 5TD, FLUORESCENT LAY -IN LIGHT FIXTURE I E EXISTING 2' X 4' E31_DG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE EXISTING 2' X 2' i3LDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE RELOCATED TX 4' SLDG_ STD. FLUORESCENT LAY -IN LIGHT FIXTURE RELOCATED 2' X 2' E3LDG, STD. FLUORESCENT LAY -IN LIGHT FIXTURE EXISTING TX 4' E3LDG. STD. FLUORE5GENT FIXTURE TO 13F REMOVED/RELOCATED FXI5TING 2' X 2' f31_PG. STP. FLUORFSCENT FIXTURE TO E3E REMOVED/RELOCATED FMFRGENCY 2' X 4' E3LDCz. STD. FLUORESCENT LAY -IN LIGHT FIXTURE ON EMERGENCY E3ALL5AT, G.C. TO VERIFY LOCATION OF EXI5TING, COORD. W/ ARCHITECT RECE55ED INCANDESCENT DOWN LIGHT Q TRACK LIGHTING SYSTEM SINGLE POLE 5WITCH 51NGLF POLE SWITCH ON DIMMER THRFE-WAY SWITCH ® NEW H.v.A.C. RETURN AIR GRILLE ® EXISTING H.V.A_C_ RETURN AIR GRILLE Pi REMOVED/RELOCATED H.v_A.C. RETURN GRILLE ® NEW H.V.A_C_ SUPPLY REGISTER TO MATCH EXISTING EXISTING H.V.A.C. SUPPLY REGISTER F41 REMOVED/RELOCATED H.V.A.C. SUPPLY REGISTER 101 EXIT SIGN. PROVIDE DIRECTIONAL ARROWS ONLY WHERE THE SIGN IS NOT POSITIONED DIRECTLY ABOVE. AN EXIT 0 EXISTING SPRINKLER HEAP x EXISTING SPRINKLER HEAD TO E3E REMOVED X-0 EXISTING SPRINKLER HEAD TO E3F RELOCATED 0 NEW SPRINKLER HEAD on go Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 If Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS nACHA COMMNTS/ ENG REVISIONS IN IP An Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 REFLECTED CEILING PLANS W w ARCHITECTURE PLANNING INTERIOR DESIGN EQUIF. R1" f - 1�2 F-i a-1 P___, -1 �- COLOR 1 i� TRENCH COLOR #2 tq 0'e6" BEGIN LAYOUT OF FLOOR PATTERN AT TRENCHES, WIDTH OF VINYL ACCENT STRIPE TO BE 2" WIDER THAN FINISHED WIDTH OF TRENCH -- APPROX. 22" WIDE. G.C. TO VERIFY. EXISTING GYP. BP. EX15TING CONCRETE FLR. CAULK -TO MATCH VWC (SUBMIT TO PESIGNER FOR APPROVAL-) TRIM CAP SHEET VINYL COVE: FILLER n TYPICAL. COVEID 5AS [DETAIL_ 1 LAYER VISQUINE, USE HEAVIEST CFAUCxE ( /o MILS THICK) SECURE TO STUDS - - SEAL ALI_ JOINTS 4 PENETRATIONS WITH DUCT TAPE - _ coNTlNuouS CAULK EXISTING 01DETWEEN CEILING 5U5PENDI;P i EL 4 EXISTING GRID AND UNDERSIDE OF STRUCTURE CEILING TILE SYSTEM FIRE RETARDANT ONE LAYER TYPE j' WOOD NAILER X' GYP. BD.,EACH SIDE, TAPE, MUD, ALL JOINTS, DO NOT SAND PAINT OCCUPIED SIDE GLOSS WHITE 3-E,/0" METAL STUDS w 16" O-C. 23-5/0" MTL. TRACKS --____ ��_ SOUND BATT SECURE TO EXISTING INSULATION FLOOR WORK AREA SIDE: CORRIDOR SIDE 1 T1�IFORAfi��I' 1ARR1 R PART 1 T I ON CATI-1 LAB #1 — l�l F-i e-i P-I 0 PROVIDE NEW HEAT WELDED SEAM BETWEEN NEW AND OLD FLOORING, IF INCOMPATIBLE THEN PROVIDE VINYL REDUCER STRIP (TYPICAL) CONTROL RM. 1FLHHR FINISH PLAN 3/169 = 1'-0° T'rF I CAL. CONT INUOU5 OUMFE R G lUARED DETAIL INSTALL NEW 5/5" TH GYP-15RD. ONE LAYER, ON MTL. STUD FRAMEWK. STUDS AT lro" O.C.`" ADJUST FRMWK. TO FIT AROUND STEEL ONE LAYER 5/0" GYP. END- 2 1/2"" METAL STUDS 10 1'-4" 2 1/2" MTL. TRACKS - SECURE TO EXISTINGz FLOOR RN15H NOTECJ F-I REMOVE EXISTING FLOORING AND BASE MATERIEAL5 THROUGHOUT. PREP EXISTING FLOOR TO RECEIVE NEW FLOORING AND COVED RASE MANNINGTON FLOORING, 6105PEC, COMPOSED OF TWO COLORS. COLOR 01 MANNINGTON, 5105PEC, COLOR it TBD SQUARE INSERTS AS DIAGRAMED ABOVE COLOR "2 MANNINGTON, B105PEC, COLOR 0 TOP ACCENT STRIPES AND GRID AS DIAGRAMED ABOVE F-2 EXISTING FLOORING TO REMAIN. CLEAN THOROUGHLY PRIOR TO OCCUPANCY BY FACIILITY. 5_1 COVE BASE TO 6" HIGH ALONG WALLS MANNINGTON FLOORING, BIOSPEC, COLOR a TE31D 15-2 EX15ITNG BASE TO REMAIN, TIE INTO NEW OR COORDINATE TrRANSITION_ P-1 ALL WALLS AND COLUMNS TO ESE PAINTED: DEVOE REYNOLDS M TO BE DETERMINED P-2 ALL WALLS AND COLUMNS TO REMAIN NO NEW FINISH.- P-3 ALL POOR FRAMES TO BE PAINTED . DEvOF REYNOLDS " TO 13E DETERMINED MW-1 ALL MILLWORK UNITS PLASTIC LAMINATE: COLOR TO BE DETERMINED 50LID SURFACE COUNTERTOP/TRIM: COLOR TO BE DETERMINED CG-I WALL BUMPER GUARD 5Y5TEM: KOROCFARD - E3200 SERIES RETAINER TO BE ALUMINUM FINISH, E3UMPER COLOR: T B D INSTALL AT HEIGHTS INDICATED ON PLANS P-4 ALL WALLS ALONG 5URCsICAL CORRIDOR TO BE PAINTED: TO MATCH EXISITNG FINISH COLOR AREA TO BE PAINTED WILL NEED TO BE CONFIRMED WITH FACILITY SEAL ANY OPENED DUCTWORK VISaUIN (6 MIL TH) AND _ SECURE WITH DUCT TAPE EXISTING SUSPENDED GRID AND CEILING TILE CONTINUOUS CAULK SYSTEM BETWEEN GYP. BIRD- CEILING CEILING: AND METAL I LAYER 5/8" TH `� CONTINUOUS CAULK CEILING TRACK LEAD LINED GYP_ E3D. BETWEEN CEILINGS OR I LAYER OF LEAD CHANNEL 4 EXISTING CONT. CORNER BEAD SHEET GOODS F''LA UNDERSIDE OF STRUCTURE ATOP EXISTING FACE FOR NEW WALLS ONLY OF WALL, W/ 1 LAVE UNDERSIDE OF DROPPED R TO 5/8" GYP.k3D., REFE�] 6 T-(o" A.F.F. AT DOCUMENTATION RADIO PHYSICIST INFO. PROVIDE CEILING STATIONS ONLY, ALLOW 1____..CHANNEL , CONTINUOUS, 31" DEEP 2 1/2"" METAL. TO SUPPORT CUT TILES. (DROPPED SOFFIT ONLY WHERE STUDS 0 Iro" O.C. G.G. TO REPLACE CUT INDICATED N FLOOR PLANS) TILES WITH NEW TO MATCH 2 I/2" MTL_ TRACKS EXISTING, WHEN COMPLETE SECURE TO EXISTING CONT. COVED BASE, FLOOR SEE DETAIL FINISHED ROOM SIDE CORRIDOR SIDE Tit FICAL. INTERIOR PARTITION 2 > T-t"F1CAL. LEAD -LINED PARTITION NON -RATED/ NO LEAD L.ININGz FLAN DESIGNATION FX18TING SUSPENDED GRID AND CEILING TILE SYSTEM CONTINUOUS CAULK 1 LAYER 5/8" TH BETWEEN CEILING TYPE 'X' GYP. E3D. CHANNEL 4 EXISTING EACH SIDE ✓ UNDERSIDE OF STRUCTURE SOUND t3ATT INSULATION --- PROVIDE CEILING CHANNEL , CONTINUOUS, 3-5/0" METAL TO SUPPORT CUT TILES. STUDS im 10" O.C. G.C. TO REPLACE CUT TILES WITH NEW TO MATCH MTL-. TRACK EXISTING, WHEN COMPLETESECURE TO EXISTING FLOOR J FINISHED ROOM SIDE CORRIDOR SIDE TIFICAL 1--I-LL QUi;7,> FATED F=Af;PT1T1QN UL DESIGN NUMBER U45 ow 07 f r Lyman Dooley, .lnc. 5201 W. Kennedy Blvd Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS ACHA COMMENTS ►ee Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32711 FINISH PLAN & FINISH SCHEDULE & FINISH DETAILS 303639_A101.dwg 303639.00 RNC,COK RNC 1 /12/04 n n n n n n 11" DIA. OPENING POSITIONER IN f3A5EPLATE 3A5EP1 ATE ON TAF3I-.E E3A5E 1/4" GROUT P P EPDXY DOLT w/ WASNER, TY1''_ w/ S," MIN. FM13ED. EX15T. CONCRETE 5LAi3 (VERIFY) TYP. FLOOR CONNECTION AT CATH LAE3 COORD. w/ DRAWING5 5Y OTHERS FOR ALL 51ZE5 AND LOCATIONS 1 er=CT10N j SCALE: V 1'-0" STRUCTURAL NOTES DESIGN CRITERIA 1. Building Code: Florida Building Code, 2001 Edition 2. Design Live Load: Roof = 20 PSF trib area = 0 - 200 SF) 16 PSF trio area = 201 - 600 SF) 12 PSF trib area = > 600 SF) 3. Design Dead Loads: Roof = 18 PSF 4. Design Wind velocity = 110 MPH 5. Wind Importance Factor = 1.0, Building Category II 6. Wind Exposure Category B 7. Internal Pressure Coefficient (GCpi) _ (+/-) 0.18 8. Design Wind Loads at Exterior Openings: Man Door ..................... �+/-) 35 PSF Store Front .................. + ) 35 PSF cs. See plan sheets for wind load uplift diagrams for roof members. 10. Other Loads: Contractor shall submit loading information for all equipment not shown on the drawings, or differing from those shown on the drawings. MISCELLANEOUS 1. The Contractor is responsible for the means and methods of the construction of the contents of these documents. This shall include, but is not limited to, temporary bracing, shoring, tie downs and other provisions which will ensure the safety at the jobsite until the entire structural system has been installed. 2. Do not scale these drawings. Coordinate all dimensions, elevations and openings with the architectural drawings and all other trades. Report to this office any discepancies or omissions found in the contract document. EXISTING BUILDING 1. The information shown on all the existing construction has been obtained from the best possible methods. The drawings do not show as -built conditions and may differ from the actual construction. The contractor shall verify all information and notify the engineer of any variations. SUBMITTALS 1. All shop drawings shall be submitted and approved prior to construction. Allow (10) working days for approval from this office. Drawings shall be signed and sealed by a Florida licensed engineer. 2. Structural Steel: Detailed shop drawings showing all member sizes, welds, bolts, connection details, layout, etc, as required to fabricate and erect the steel framing. L3x3x1/4DIArx. EACH SIDE STRUCTURAL STEEL 1. Codes and Standards FIELD VERIFY 2 ar=CT10N a) AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings", - Latest Edition. b) Welds shall conform to the American Welding Society, AWS D1.1 using E70 electrodes. c) Bolts and bolted connections shall conform to "Specifications for Structural Joints Using ASTM A325 or A490 Bolt" Use bearing type bolts with threads across the shear plane. d Structural steel shapes, plates, etc. - ASTM A36 e) Steel tubing - ASTM A500 Grade B f) Steel pipe - ASTM A501 g) Anchor bolts - ASTM A307 h)) Column splices - AISC "Structural Steel Detailing" Table A-7 Page 1 1-Al2. 2. No splices shall be allowed in any structural steel member unless shown on approved shop drawings. 3. Framing connections shall be double angle type (UNO). Design connections for 55% of the total load capacity derived from the uniform load constants table, Part 2 of the ASIC Code. 4. Verify the location and size of all floor and roof openings with the appropriate sub -contractor. 5. All members except those to be field welded shall receive one coat of shop primer paint. See architectural drawings for preferred color. 6. Steel stairs shall be designed by a licensed engineer retained by the frabricator for a live load = 100 PSF. 7. No openings shall be allowed in steel members unless shown on the drawings. 8. Openings, copes, and other steel cutting shall have a 1/2" minimun radius. 9. All beams shall be frabricated and erected with the natural camber up. 10. Welds not designed shall be a fillet weld equal to 1/16" less than the least thick member, all welds shall be cleaned and painted. 11. Non -shrink grout (ASTM C 1107) to be 6000 psi (min), non-ferrous and non -corrosive. 12. A qualified testing laboratory shall be retained to perform the following tests: a Inspect all steel members and connections b Test 50% of full penetration welds. Send copy of report to the owner, architect, engineer, and contractor. " --- T5 4 x 4 x 1/4 ii'_3/&"x14"x1'-2" STEEL ANGHOR PLATE TYP. SECOND FLOOR CONNECTION AT CT SCANNER COORD. w/ DRAUIN66 BY OTNERS FOR ALL SIZES AND LOCATIONS VERIFY CEILING 0. ARCHITFCTURF W PLANNING INTERIOR DESIGN 0 ►0 J 0 W F- Q 0 I1. 0 0 1♦ r f Q 7 0 W 0 D 0 ly a. fy 0 7 N I_ T 0 W z W rr centor for W w, innovcativo 5truoturo5, Ir-1G. T i- 5706 S. MaeDill Ave. Tainpa, FL 33611 813-835-5311 Z FAX 813-835-5503 Structural Engineers Charles Douglas Meiser, P.E. PE 0056093 EB 0007242 T Lyman Davidson Dooley, Inc. 5201 West Kennedy Blvd. Suite 501 , Tampa, FL 33609 ph: 813.288.9299 fx: 813.288.8046 AA0003000 IB4000989 I TAM PA s A A 00 A co 0 � -4 CENTRAL FL. REGIONAL HOSPITAL SANFORD, FLORIDA CONTACT: BLAND F_NG 1401 W. SEMINOLE BOULEVARD SEMINOLE, FL 32771 DETAILS GENERAL NOTES SCALE: VARIES 04-107 DM DM 1 /12/04 EMI llii d W QJ W ARCHITECTURE PLANNING INTERIOR DESIGN 150 CFM I j � i, II xx 11 I $X FXIS-nNG RHCI I _ 150 CFM ` - I , FD T 75 T CFM 150 CFM FD _ I i FD d I� i-7l ! 75 CFM TO FILM PROCESSOR 125 O..—M ! _ 125 - CFM { > F,®r a Ij r l _ %I 1 L 75 CF m 75 CFM Ha M, 360 l�290 '.._CFM _ 0 CFM I 1 Ox10 i _ _`I EXISTING -RHC EXISTING RHC r ■ tfi X c0 N d- X CD ILI= ■OII .. ..__-_ 270 o FD �.. g _.._. _ ram, ! CFM ■ _ ._...._. r I I F I 12x12 _ _ ■ i 7._... 1 ! 630 i iM I + I i � I ■ I I O EXISTING RHC r ■ I EXISTING ROOFTOP i I UNIT WITH 957 - --.-- .- ® I FINAL FILTRATION N I I x O■ I I ¢ I I j _ 630 O r l ! CFM O C3M I ��- 1. , r I I 1 ■� I 12x12 AREA OF WORKI � I 44x14630 r l 1 11 1- 10 CFM -` 0 r - , O �� 'r u II ■ �x' II I I ■ I oL r 1100 550 550 �- - - OCFM — _ ---CFM - — ------ Q_.CFM__..- -- r DEMOLITION FLOOR PLAN SCALE: 1 /4" = 1'-0" REMOVE EXISTING SUPPLY AND RETURN GRILLES. REMOVE EXISTING DUCTWORK AS SHOWN. Q REMOVE EXISTING HOT WATER REHEAT COIL. CAP EXISTING HOT WATER SUPPLY AND RETURN PIPING. 3Q REMOVE EXISTING THERMOSTAT 75 CFM TO FILM PROCESSOR 1 L _----150 I I I `r--L�•L_� CFM I I I I I I I II 1�LT'1--------- r---- n I I i- L�..j�i� - L J� _ =� EXISTING ,RHCj I I I I I I j I I i I -- rI- I I I FD _ 1I r�I-_; II _. 11 1 I I f1 I I I I I I� I r� I II I I 1290 11 ; 'I --T,1 i 1... �/-------I' ------Ili-��I��'J �rl� rl�� I f �.. ! 75 ( 11\._L_ l i! -1h I I - { I � I I I -�OFM " 1 11 II I I I 1 1 I ` r 11 a0 - - I 1 i i `1 7_5� CFM i----- t - I 1--; — r—� 0240 ram= 1 N 1 I I �X, I'_•r. -T,i i CFM I I I I x I II I I IIjc==_ qt - IJ I O I �_11J I t t -�-f.� _L.� r---------�- I !! 1 f � 1_ L , h�X 1 I I III 12x12 I I 11 I I ��II 11� ----�_ L125 -- --- ICI LI( I CFM EXISTING RHC I N � I I I I I---- H.V.A.O. LEGEND 0 NEW SUPPLY DIFFUSER LA EXISTING SUPPLY DIFFUSER Vjj NEW RETURN GRILLE EXISTING RETURN GRILLE 11 NEW EXHAUST GRILLE � J EXISTING EXHAUST GRILLE 0 -CFM DIFFUSER DESIGNATION TYPE CFM :::j EQUIPMENT TAG 1FD I EXIST. FIRE DAMPER 1F/SD I EXIST. FIRE/SMOKE DAMPER SMACNA OR FLORIDA MODEL EFFICIENCY CODE, WHICHEVER IS MORE STRICT. 12. CONTRACTOR SHALL INSPECT ALL SYSTEMS AND EQUIPMENT WITHIN THE AREA OF WORK TO DETERMINE FITNESS FOR OPERATION IN ACCORDANCE CONTRACTOR TO PROVIDE A FULLY OPERATIONAL FINISHED SYSTEM AS DESCRIBED. PATCH AND MAKE GOOD ALL LEAKS IN EXISTING DUCT, SEAL LEAKS WITH MASTIC. REPAIR AS REQUIRED TO RESTORE VAPOR BARRIER AND INSULATION SYSTEM. �- A, ` ` ,� ! I I. ■ II II I MATERIALS 13. SPACE RELATIVE PRESSURE: I r t N I I I II II I ®rll 1® ® DESIGN L�J� �\ �. __ x �1 1 Jl II I i ---- ---- - -- ,' ;- I ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE ..■ . -�,® ( �\ A CFM /�' _ ' I _ _.I■ RELATIVE PRESSURE WITH RESPECT TO NON -CONSTRUCTION AREAS. THIS FLORIDA BUILDING CODE, 2001. -- - - --- --�� - - --II + i ■ ' j MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED _ �___ I — — — — — i- FLORIDA FIRE PREVENTION CODE, 2001. _ -, `\\ NEGATIVE AIR MACHINES ROUTED TO OUTDOORS OR EXISTING EXHAUST I--------- r M - i __,__,.�___.__ _______ __ ._ !� FLORIDA BUILDING CODE -MECHANICAL 2001 ,I � ��- a I DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINE DUCTED TO UNOCCUPIED 12x12� II II I ! I I r I \ i I FLORIDA BUILDING CODE - PLUMBING, 2001 - l SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE NFPA 13 1999 425 NEW VD i I I�______,I ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION STATE OF ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT ! �! �� I I 1 I I - NON -CONSTRUCTION AREAS. (`CFM i i T"---- �-- ; � i � I i .� �. � - -_ _ ( � � i �'�•,��' i 1 ...___ FLORIDA LATEST EDITION. __ . . }_ _ I ■ I I -= FUNDAMENTAL VOLUME, ASHRAE 1996 II I I- I ` r�� _ ___...._� 1 _ ___.._ I } .__.___ l__..__.i —. /i I -_ i I) ■ j LOW PRESSURE DUCT CONSTRUCTION STANDARDS SMACNA 1986. I EXISTING RHC I �j' 2001 HOSPITAL AND HEALTHCARE FACILITIES (AIA) 75 CFIvi I I� ! I ---•,� ; I I EXISTING ROOFTOP UNIT TH 95% FINALNFII FILTRATION I I i I i r,� -- , 1 ;, I n ) I -�- I T� I I I I I � I I j ■ y I ! I { 11 I DUU i 500 I I i i , V CFM A I _ PFI ! , I I I _� _ I a i■ I , I i- AREA OF WORk j tVEW VDII---------------�I „1- 1 ( I � 1 I I I I ' ■ I I' ! 4251 i1�� I I 1 I _ I----�- I-g 1 - --- --- -- I i CFM _ _ -- - N 1 �L — --- --VD x HVAO GENERAL NOTES 1. FURNISH ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE RENOVATION OF EXISTING MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATION, AIR CONDITIONING, PLUMBING AND MISCELLANEOUS SYSTEMS AS INDICATE ON THE DESIGN DRAWINGS AND AS OUTLINED IN THE SPECIFICATIONS. 2. THE ENTIRE SYSTEM AND ALL COMPONENTS SHALL HEREIN MEET ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. 3. ALL EQUIPMENT, ETC., UNLESS OTHERWISE NOTED, SHALL BE NEW AND OF THE BEST QUALITY, FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. 4. ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCE AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCE BETWEEN INVOLVED TRADES. 5. EXISTING SYSTEMS SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND AVAILABLE RECORD DRAWINGS. THIS INFORMATION IS PARTIALLY UNVERIFIED. CONTRACTOR ASSUMES RESPONSIBILITY FOR FIELD VERIFICATION AND INVESTIGATION PRIOR TO SUBMITTING BID. DO NOT SCALE THESE PLANS. 6. COVER ALL TRANSFER AIR OPENINGS WITH 1" THICK FIBERGLASS FILTER MEDIA PRIOR TO BEGINNING ANY DEMOLITION WORK. REMOVE FILTER MEDIA AT SUBSTANTIAL COMPLETION OF PROJECT. 7. MECHANICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS PORTION OF THE WORK. 8. DIFFUSERS, GRILLES & REGISTER INSTALLATION SHALL BE COORDINATED WITH OTHER TRADES. 9. EXISTING DUCTWORK SHOWN IS FOR REFERENCE ONLY. VERIFY EXISTING -1--------------------r___---��II' LOCATIONS AND DUCT 51ZES. I 125 - - i 10 MANUFACTURER SERVICE CLEARANCE FOR ALL EQUIPMENT SHALL BE CFM_.._..i _{ i '.. i - 360 290 ; -- l - / MAINTAINED. __ _.. ' I I CFM - --- - CFM -- ��---- r7,74 -_- --_- _ J F-- 11 ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH 10X10 _ I_ I -- I I ill` -� J d I-z-_----- _. . - T-■ I �, Ii I (i 1 I Q 11 1 ' t __-- I�-__.._ EXISTING RHC I■ i I N 1 F t -� -L- _-T-L 1 J- 7T TO 75 -r" CFM ) -------- ____ EXISTING RHC SPACE NAME CATH LAB #1 AREA RM. # SQ. FT. ACH - 425 15 SPACE AIR BALANCE SUPPLY AIR RETURN AIR OUTSIDE AIR ASHRAE CFM DESIGN CFM RETURN CFM 62 ACH CFM DESIGN CFM 956 1000 850 - 3 191 200 EXHAUST AIR ACH CFM DESIGN CFM 0 PRESS, +_ 0 125 '- - 270 - - - - - 0 0 CONTROL ROOM - EQUIPMENT ROOM - 90 - - 1500 1500 - - - - — 0 0 - - - 75 75 - - 0 0 FILM STORAGE - DARK ROOM - - - - 125 - - - - - 200 0 SOILED HOLDING - - - - 75 - - - - - 150 0 - - - 150 - - - - - 150 0 CONTROL - DR. VIEWING - - - - 240 360 - - - - 0 0 TOTALS 3435 E2785 - 500 + 150 NOTE: PROVIDE ADDITIONAL BALANCING DAMPERS AS REQUIRED TO ALLOW AIR BALANCING. N I! ■ 1_.0_...0 ----A 750 n L_&RM rrm CFM �II.__■r._ 3_...,I ii DIFFUSERS R REGISTERS AND GRILLESSCHEDULE 'I2x12 t ° 5 ) MARK TYPE MAX NC MAX PD SIZE INCHES MATERIAL FINISH MODEL NO. REMARKS RENOVATION ATION FLOOR PLAN A LOUVERED FACE SUPPLY DIFFUSER 14 0.05 24x24 STEEL WHITE TITUS TDC SCALE: 1 /4" = 1'-0" B RETURN GRILLE 25 0.07 2424 STEEL WHITE TITUS 50F STEEL WHITE TTTTJS 50F O RENOVATION KEY NOTES Q1 NEW SUPPLY DUCT FOR EQUIPMENT ROOM 20 NEW RETURN DUCT FOR EQUIPMENT ROOM C RETURN GRILLE 25 0.07 24x24 EXISTING AIR DEVICE NOTES: 1. ALL HVAC DUCTWORK, UNITS, REGISTERS, GRILLES AND EXHAUST FANS SHALL BE SECURELY SUPPORTED FROM THE STRUCTURAL MEMBERS AND NOT FROM THE ACCOUSTICAL TILE CEILING. 2. ALL SUPPLY AIR DIFFUSERS ARE TO BE FOUR WAY THROW UNLESS OTHERWISE INDICATED ON THE FLOOR PLAN. 3. PROVIDE PLASTER MOUNTING FRAMES EQUAL TO TITUS TRM FOR ALL DIFFUSERS AND GRILLES INSTALLED IN HARD CEILINGS. Lyman Davidson Dootcy, LnC. lam'... �y Jose A. Marques, PE, I ..I ry U_ n- z I� Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional ' Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION AND RENOVATION FLOOR PLAN - MECHANICAL Q, c.7 CV ' 303639.00 = JHM RBK- W LLI Mzu Q T_ 1101 /04 U f.i rm i EXISTING MEDICAL GAS ALARM PANEL (OXYGEN, AIR AND VACU. M) ► �- i r AREA OF WORK I I i (( p> , ■ I i-._ t 1 ■ R r 1 EXISTING r ► f _.__.._.____._.__._. ! 2" VENT i EXISTING ■ ;._-- _—f____._._. _ .-___._. 4" SANIT Y NEW 2 VENT . l- ..---- ----1 __: i Sal t / '_ _ __ . � FXI�1�N� ]SINK -" � ' ■ ■ _�(� ,1 1 ( I TO KMAIN ► - -- -- I t R i �: ►_ ■ _ EXISiiNG .._....__._ NE 1/2"7W/HW GW, HW AND SA N I I I I R `� HWR LINES ZN 3*! NITARY NEW OXYG N (1) QUTLET I 1rAC.QN.XDICAL P, RODUC-TSJ_--_---_-- ( MEDAES—TYPE QUI —CONFECT I ■ I .. __�...... I t f YPICAL qAS WAL4 IOUTLEI T� ( r I NEW AIR (2) j Y9D,EL # 6 121030j 00 i BEACON MED I I, iI A ►► MEDAES—TYP ■ j""'"m"' I � FIW,VACUUM (1) TLET MEDICAL GAF ■ ► I i' i �ACON MEDICAL P ODUCT I ( A I .. I ______. y..._. _-- I _.__._.. 0. , , MODEL # 6 I�-- 1 1 FDAES=iYPE�-QUI K�CONN� CT V I ► , I I ► ! I , EDICAL GAS WAL'�(;OUTLET! NEW 1/2"AIR ® I — �i— i S i, � j DEL #, 12103� 00 ► O ■ i ■ I�L, - =.�i i I , Q I 1 V -- ■ ► ► NEW (1) SLID EXISTINGOXYGEN (1), _S ► i i BEACON ME� ► ► I VACUUM (1) OU TS I I , MODEL # 6, ■ I (� ____,1- __ . _____ AND --SLIDE ,_.._____r_ ■ ► 1 I ► � R _ ► I►I ► I j i (Ir� --�— I EXISTING ME[ �� - - II �- —� ■ (OXYGEN, --VA { I CATH LAB I I I ► I I iC- ■-- EXISTING VACUUM, OXl { I , I i ► AMD AIR LINT l I..__, .��. �i ,1\ S1 ET PRODUCTS CK—CONNECT L OUTLET 2-00 PRODUCTS 78-00 T1%ir`-IM,MI] L GAS VALVE BOX M AND MEDICAL AIR) NTH LAB #2 AND HOLDING RCNCJVAfION PLAN MEDICAL GAS/FIRE PROTECTION 1/49 = 11--01 FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION E EXISTING RECESSED SPRINKLER HEAD TO REMAIN. �J R V EXISTING SPRINKLER HEAD (WET SYSTEM) TO BE RELOCATED. EXTEND 1"0 SUPPLY TO NEW SPRINKLER HEAD LOCATION. MEDICAL GAS LEGEND SYMBOL ABBRV. DESCRIPTION M V EXISTING VACUUM OUTLET LVJ 0 EXISTING OXYGEN OUTLET E S EXISTING SLIDE ❑A A NEW AIR OUTLET ® 0 NEW OXYGEN OUTLET V❑ V NEW VACUUM OUTLET S� S NEW SLIDE POINT OF CONNECTION ion Dly. PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUF. / MODEL No. MARK a—i SCRUB SINK: 1. WALL MOUNTED, VITREOUS CHINA, LOW FRONT RIM, SINGLE CENTER FAUCET HOLE, 28" X 22" 2. GOOSENECK SPOUT 3. KNEE ACTION MIXING VALVE, RENEWABLE SEATS SCREWDRIVER STOPS, WALL SUPPORT BRACKET WALL ESCUTCHEONS. 4• TRAP: CAST BODY ADJUSTABLE "P" TRAP WITH CLEANOUT AND OPEN GRID STRAINER. 5• SUPPLY: 3/8" ANGLE SUPPLY WITH FLEX VERTICAL TUBE, WHEEL HANDLE STOPS AND ESCUTCHEON. 6. PAINTED BRACKET SUPPORTS ( 2 REQUIRED) 7. MECHANICAL MIXING VALVE: AMERICAN STANDARD 9047.093 AMERICAN STANDARD 7522.055 AMERICAN STANDARD 7676.029 McGUIRE McGUIRE AMERICAN STANDARD 485742-600 SYMMONS 5-120 �M' r1,, M PENINSULA ENGINEERING INC. CONSULTING ENGINEERS EETAIELISHED IN 1977 2016 ALDEN ROAD. ORLANDO, FLORIDA, 32803 - 407.246.1688 • EB 3089 p 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, JOB#; arrangements, methods or plans shall be used by or disclosed to any person, firm or 03319 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 W J W 0 z Q W z c� W in W J z 0 } W 0 0 0 z 0 rn Q Q 0 z a J 0 W 1- } n 0 0 W Q V z 0 n D a z u it W n LU I- 0 } z a z 0 W in D W m 0 0 a 0 0 Z } W 0 0 0 z 0 0 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 RENOVATION PLAN MEDICAL GAS / FIRE PROTECTION ry O CV 303639.00 it DB GJG W P 10 1 U 1 /01 /04 I ARCHITECTURE PLANNING INTERIOR DESIGN r 4fi�d�r �.., SYSTEM, L-1 (FORMERLY SYSTEM NO. 147) F RATINGS — 1, 2, 3 AND 4 HR (SEE ITEMS 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 S CT10N A -A 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 SHALT_ 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 NUM 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. WALL BOARD, GYPSUM* — 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 13-1/2 IN. PIPE OR CONDUIT — NOM 12 IN DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR HEAVIER) COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THEN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, FILL, VOID OR CAVITY MATERIAL* — CAULK — CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1 /4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. 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 ANNULAR F RATING, T RATING, OR CONDUIT SPACE, IN HR HR DIAM, IN 1 0 TO 3/16 1 OR 2 0+, 1 OR 2 1 1 /4 TO 1 /2 3 OR 4 3 OR 4 4 0 TO 1/4 1 OR 2 0 4 0 TO 1-1/2# 1 OR 2 0 6 1 /4 TO 1 /2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR 1 HR RATED WALLS AND 1-1/4 IN. FOR 2 HR RATED WALLS. MINNESOTA MINING & MFG. CO. — GP 25WB+ SYSTEM NO. CAJ1 7 (FORMERLY SYSTEM NO. 202) F RATINGS — 3 HR T RATING — 0 HR I w A L—r— A C110N A -A 1. FLOOR OR WALL ASSEMBLY — MIN 4-1/2" THICK LIGHT WEIGHT OR NORMAL WEIGHT (100- 150 PCF) CONCRETE. WALL MAY ALSO NE 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 PENETRANTS — 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" DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT — NOM 6" DIAM (OR SMALLER) RIGID STEEL CONDUIT. C. CONDUIT — NOM 4" DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. D. COPPER TUBING — NOM 3" DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE — NOM 3" DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. PIPE MAX NOM PIPE F MAX ANNULAR CONDUIT OR CONDUIT OR TUBING RATING, HR SPACE, IN TUBING TYPE DIAM, IN A 10 3 3/4 B 6 3 3/4 C 4 3 1-1/2 D AND E 3 3 3/4 D AND E 3 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", FLUSH WITH TOP SURFACE OF THE 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 x GENERAL R R NOVA O 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 SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. REINSTALL ANY SUCH SYSTEMS, MATERIALS AND EQUIPMENT WHICH IS REQUIRED TO COMPLETE THE PROJECT. 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 SHALT_ 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 ARCHITECT/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 COORDINATION 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 EXISTING 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 WHITE LETTERS LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS FIRE ALARM = RED FIELD WITH WHITE LETTERS NOTE: THE CONDUITS MUST BE SPOT PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR SCHEDULE ABOVE. 111 ELECTRICAL SYMBOL LEGEND: (NOT ALL SYMBOLS USED ON THIS PROJECT) r� 2x4 AND 2x2 RECESSED FLUORESCENT LIGHT FIXTURE LJ TO NORMAL CIRCUIT FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT ® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT N L N L FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CIRCUIT STRIP FLUORESCENT LIGHT FIXTURE — CEILING, WALL MOUNTED O 4 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 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 0 0 0 0 0 DUPLEX RECEPTACLE AT 18", ABOVE COUNTER AT 42", G IG WP GROUND FAULT TYPE, ISOLATED GROUND TYPE, WEATHERPROOF TYPE, SIMPLEX (AS NOTED) (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18", ABOVE COUNTER AT 42" 1—POLE, 3—WAY, 4—WAY SWITCH (RED), DIMMER CONNECTED TO C111CAL 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 ® ® Cl ® SPECIAL MOUNTED RECEPTACLE, SPECIAL FLOOR OUTLET AS NOTED, PUSHBUTTON AS NOTED, TELE—POWER POLE © FINAL CONNECTION TO EQUIPMENT ❑J Q� 0 JUNCTION BOXES, MOTOR, TRANSFORMER FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER ®� OR CONTACTOR, COMBINATION STARTER/DISCONNECT, ENCLOSED CIRCUIT BREAKER 120/208 OR 120/240V PANELBOARD 277/480V PANELBOARD 1�1 SYSTEMS CABINET— FLUSH MOUNTED, SURFACE MOUNTED (AS NOTED) TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM a� RACEWAY CONNECTION TO GROUND TELEPHONE OUTLET AT 18", WALL TELEPHONE OUTLET AT 7 V V V 54", ABOVE COUNTER, PAY TELEPHONE OUTLET. PROVIDE 4" SQ. BOX AND 3/4" RACEWAY TO ACCESSIBLE CEILING COMPUTER OUTLET, COMPUTER OUTLET 48", PHONE/DATA PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT TO ACCESSIBLE CEILING © TELEVISION OUTLET AT 18" (UNLESS NOTED OTHERWISE) SMOKE DETECTOR, SMOKE DUCT DETECTOR VO VOLUME CONTROL SPEAKER ® HEAT DETECTOR DUCT DETECTOR REMOTE INDICATOR LIGHT ® AHU/EXHAUST FAN SHUTDOWN RELAY, 24V DC F� MANUAL PULL STATION, FLUSH ❑F 4 HORN AND STROBE LIGHT, FLUSH MOUNTED F -IF WALL/CEILING MOUNT STROBE ® VOICE EVAC SPEAKER ff}1 DOOR HOLDER TS TAMPER SWITCH FS FLOW SWITCH BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR 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_ BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND. 1 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDE FOR ALL LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. 2. ALL SWITCHES SHALL BE SPECIFICATION GRADE 20A AND ALL RECEPTACLES SHALL BE HOSPITAL GRADE MINIMUM UNLESS OTHERWISE NOTED. COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER. 3. PROVIDE PULL STRING IN ALL EMPTY CONDUITS. 4. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. 5. WHERE TEL F_PHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. 6. ALL COVER PLATES SHALL BE SATIN STAINLESS STEEL ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. EXISflNG SUBSCRIffLEGEND- 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. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVER PLATE. NIL 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. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS JEE JUNCTION AND EXTEND EXISTING CIRCUIT THAT SERVED OLD DEVICE AND CONNECT TO NEW DEVICE, VERIFY EXISTING CONDUIT, WIRE AND RELATED MATERIALS MEET EXISTING NEC REQUIREMENTS. MAINTAIN CIRCUIT CONTINUITY. PROVIDE A NEW J—BOX (SIZE_ PER NEC), CONDUIT AND WIRE AS REQUIRED. MICROPHONE/SPEAKER FLUSH JACK PLATE WITH COVER 3/4'C. WITH HARING � GENERAL NOTES: 1. PROVIDE A NEW ZENITEL #GS 400 SYSTEM AND ALL WIRING AND COMPONENTS FOR COMPLETE AND WORKING SYSTEM. 2. SUBMIT SHOP DRAWINGS FOR REVIEW. 3. COORDINATE EXACr LOCATION OF FOOT SWITCH, HEADSET, DESK MONITOR, SPEAKER AND JACK WITH HOSPITAL PERSONNEL PRIOR TO INSTALLATION. 4. DIVISIONS 16 CONTRACTOR SHALL CONTRACT THE PORTION OF THIS WORK DIRECTLY WITH LCOM (MARK ROEHNER 407-260-5222 EXT. 104), VIA THE OWNER'S DIRECTION. 5. FIELD VERIFY EXACT LOCATION OF INTERCOM AMP. 6. INTERCOM SYSTEM MUST BE A UL LISTED ASSEMBLY. FIELD LIST AS REQUIRED. SYMBOL DESCRIPTION NCMS NURSE CALL MASTER STATION NCTC NURSE CALL TERMINATION CABINET 1- CB CODE BLUE STATION KO DUTY STATION p F CORRIDOR DOME LIGHT I� CORRIDOR ZONE LIGHT CEILING/WALL — AUDIBLE/VISUAL PO ' SINGLE PATIENT STATION(W/2—WAY AUDIO STAFF ASSIST AUDIBLE/VISUAL INDICATING APPLIANCE. DUTY STATION WITH ANNUNCIATOR KEYED NOTES: O #410 DESK MOUNT MASTER. CONNECT TO 120V POWER VIA 1068 POWER SUPPLY (CLASS 2 PLUG IN TRANSFORMER. O2 #426 CEILING SUBSTATION. PROVIDE TWO—WAY INTERCOM. USE #1830 BACKBOX AND #1831 CEILING BRIDGE. CATH LAB INTERCOM SYSTEM DIAGRAM SCALE: NONE Lyman Davidson Dooley, Inc:. David A. Burger, PE, FL Reg. No. 47146 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 SYMBOL LEGEND, p, GENERAL NOTES & OIh;, DETAILS L CD W p 303639.00 w 6 BS JEA W z ICJ fYU0 , 0 T �' 1 /01 /04 IH,C. S,I,C,U,-1 us CORRIDOR SOOKVA I EQUIP. STOR• UPS CXITB9I -L _ _� TOILET/ N - STAf IfSSWR. 7 . NUUR' TOILET �- CL. UTIL, STAFF P4 61' LOUNGE LI. _ SCRUB STAFF LOUNGE/ -- Cr1NF � } CORRIDOR: CONTR H.C. I❑ EQUIP. B,G, LAB TOILET VAir -�� ICI. L 6 ❑i OLD_, =� -- COMPUTER EQUIP D ETR DICT. w E ELEC CARDIAC OATH #2 ���- D H CONSULT SPECIAL I: HAMNO r RD 1.10 CORRIDOR ^-'.. r x�2EE CORRIDOR I L' CONTROL CA C_ co EXAM #1 ` 9 r \`, TR EXAM #? ) - C4- IL c� I J < EXAM #3Ll Li U 4 —, DJ C) i� -- .. ", I I 'CE 1 031 01 C C Iq j\ -1 - II l �� t P R A U-1W-1--A1-AA C I PASSAGE 6 _ I ��...L_I��TIF-7 LIP 1L / L fu -� ._- - !A �� . =��- T `.'_"'-"' - O`�FFIGE6T'R��� BED I - I � PANEL PANEL REGISTRATION � � L ,� AI' -PANE 1\ \ Spy JAt9, \PANEL NECLA XD FOft ED E L4..� ._._ ��� NECL3A ' LFC PANS J' - DI,R SE T. 2 NNL ANTE r_fJUIP. �JTaL7 j (j (� eE3 1C^c � CS 1:15 �� P EL 'A' g3p0�KVA SECT 1 �' - L 1` � �_ ______��-�1 � �•-� ~_ �j `-" c;;;_.--='-�-"_' _ V. r PppJN�EL N CL38 FIX2ME[gD j r `PANEL TION , woe. EXAM,42 .._. \,.. 4 -1 -7.j•( f ` ' - 1:1 E,r+s, NECL3 3W4VA1�42NNLJ t -- _ -._... _,.-.. OFFICE SEE T I NEC PA41EL" i PANEL TOILET A,p,q, _ N UPS Jr�,-�• ('''� /�' PANEL `�NNLIA n __ CLO SEA--- LOUNGE L__I \/\��,�1.•s '+ ED I.SI NryH3 TOILET V _ X-FOR Eft SECT 2 I — --- - T vA _ �E 7F7 n�E �r Ai x '1I ® ® f EXISTING" � S Y PANEL � � EXISTIN� EXISTING P%HEL XL 75K30KVA �I PEQ24D, COMM. - _ �-? r�- `{. !✓- EXISTING �SLE'vA..511N 30 Ry '[CE RDO1. I f " ❑ � I.0 tS_ T AD PANE':U�VE D' 1.2'c RD Lib - ` 3 L�! y VIEW R x€ 119'KVA 'EF } �p�tJ 125/3 NF FILE _ _ —41 -JAN €TEI �, (/ _ :id ij IJ�- I T�� __ �TTB_=+ _.--ExI ~� A,DA. A.D.A. STJRIGE j CS 118 RGL CORRIDOR r--� g Rll 1,12 RAULAND-BORG TOILE" TOILET \ C� i 1 �{ 2 `11 NURSE ;3 1 _- PANELS E , LOCKERS ry J �l1�EfNDO_E - :,'.. t.G - r� `'•� x l: _____f s I..�. [i°i El iG I ULTRA- ET RDUND BL'CTOR'S _1RD LIlVIEWIN \ I �� •• !` - R '& F & SPEC 3 ._..__.._. LQIO t O\ j� � D R T 4 3 iI f - RADIOLOGY _ J COf2RIDOP. Ft it F 5 ARTA OFTWORK� � I) RIl 1.20 r Ij li FIL 14 �� CARDIAC CATH DE T.-rcartT, CONT�� 11114 , , \ - �.U^1T <<ac j ULTRASOUND T. . /IE � cal�rr'ry__ j I _ DARK RM VIE'N DARK OATH, SA [l _1- _CENT. _ E_, LAB 1 i \.,": 3 SORT d M,AMPIU R $c T 1 R & 7 2 CORR i EXISTING DARK ROOM �1 i 30 KVA ETIJIP, STOR, I II ABOVE CEILING -� XI OSE -�`---- ING CnRR �. ENCLOSED .ti BREAKER CORR, STERILE' CORRIDOR CEC' PRE_ OP, STAT. LAN, EL HOLDING _ EXISTING GYST, 5 STORAGE OFFICE PG CL U.It. 1#1 OFFICE CONTROL NI SURD, PUMP STO L - nFFICE [I �— ��Cn,RRIDGR �4NS. Sr ,� Lrl ! -n CORRIDOR -- STERILE CORRIDOR SCRUB 'f- STOR, OPEN HEART' C, 11 _ T EQUIP. j� SCRUB M� ALCO'✓E LL.._.7.CI_ PF' T OPEN HEART i Ti P.R. .43 U.R. 7 S.S. 'I SURD, II ORTHiI. 6 COR2 = `7i' II = EQUIP. STU, FF 'CUPS (-j��14r cs`IWASH [#10 SCOP " aP 1.03 SCOPE B L ,VATTING (I I� T. C' r� F O URO. yL M ETROFFICE-kNUF7 .[�CONTROL E.. � I I UTI!_ITY SP 1.20 OU 111___...III SP 1,U# SPri A,UA. D.A.A. RECEPT, \ Y ;i. TOILET TOILET _ _ J ,_,. - r) rl SP 1.0 Sp 1.0' CORRIDOR �� LINEN ALCOVE DRF rslN PA Tf= 1p1.0 9 r 5P I.G5 PASSAGE E ,TOILETC IL._. DRESSING ENDO. HOLDING 4i1 w ENDO, ita ENDO, #3 J t-L '�E N F F (� DIRECTORY I � _ I\ u J_� 1- T _ _1 J" J r� J C n a.._.F � ! I P_ _ tx _-_ =L 1 l �1__l _ _r_C;�_ __1-= I'T t11 j[ E.CONT. II x MAKE-UP � STERiL IZ. LJ 11 Ii 1/ It 1-1 ` DIRTY UTILITY CLSTORAEQUIP L BLODU CAS STRESS rPFNCT, [JIM. LAO �T�. � 1 _ L w ARCHITECTURE ^#; J PLANNING INTERIOR DESIGN U) 0 Z,i EXISTING SUBSCRIPT LEGEND: w ,4 ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED, IN ORDER TO U) MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT TO REMAIN. ERL EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION AND EXTEND EXISTING o CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. N DEVICE LIGHT'TO MATCH EXISTING BUILDING STANDARDS Ze NIL NEW LOCATION OF EXISTING DEVICE/LIGHT. PROVIDE EXTENSION OF EXISTING } � CONDUIT AND WIRING AS REQUIRED. (PROVIDE NEW SWITCHING AS INDICATED) z. 1 0� R EXISTING DEVICE/LIGHT TO BE REMOVED. WHERE EXISTING EQUIPMENT TO REMAIN o 4 tz IS FED VIA EXISTING EQUIPMENT TO BE REMOVED, PROVIDE ALL NECESSARY 0 t� EXTENSION OF CONDUIT AND WIRING AS REQUIRED IN ORDER TO MAINTAIN CIRCUIT rn CONTINUITY TO EXISTING EQUIPMENT. o 1�1 JEE JUNCTION AND EXTEND EXISTING CIRCUIT THAT SERVED OLD DEVICE AND CONNECT TO NEW DEVICE. MAINTAIN CIRCUIT CONTINUITY. PROVIDE A NEW J-BOX (SIZE PER Q Lyman NEC), CONDUIT AND WIRE AS REQUIRED. } Davidson EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING LU Dooley, Inc. CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND o COVERPLATE. _ _ PANEL 1EC ��❑ TRANSFER .. 45KVA - EA TCH XFMR XFMRA TT PANEL TRANSFER I EC 15KV 15KV ELECTRIC XFMR SNITCH EC 11 PANROOM ER f EGEEL TRANSFER XFMR L' Ell MAIN W 5OA/3P CH80ARD C.B. I i - ',FMREQ1 EQ TRANSFEI SWITCH /! EQ a EJ I. L=� CJ CJ NOTES: 1, ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT & J-BOXES FOR NURSE l CAUL SYST[LT COORDINAT"TH RAULAND-BORG. Q I 2. qN , E NURSE -CALL �IS1iINSTALLED, STAFF IN EACH DEPT. SHALL BE ITRI,INED INFORMED O j NEW CALLS & PROCEDURES. CENTRAL FLOR DA REg1 ' L NEEDS TO PROVIDE A WRITTEN PROCEDURE FOR THE SJ� I FF & H0 T EY SnULD RPOND FOR AHCA & PRESENT AT THE AHC INS'E TiON.�— -- -- 3- T �FF ASSIST SHALL BE INSTALLED & FUNCTION PER 7.32.G4 OF THE 2001 EQ11-ION OF THE --Al VIDE NES. 1 - 4. T�I STAFF IQTSSIST SHALL EPORT TO THE DR S VIA IIN�G R OM AND�THR r �AI,KUP ASi ISTANCE SHALJ REPO jj ,O THE _ URS-.-CAL-Lr-t ASIEEZATi1ER 11 HOLDING AND ALL DUTY NATIONS SI�PWN. IS�(S" STEM SH'�4LL E NNUNCIA _VIS.UUAALLY-&_AUDIBLE N EACH AEA. 'AL��BE- ONNEC ED TO THE EXI ING 5. ALES NEW NI�RSE CALL EQUIPMENT H (� `(, ==, ---R , LAND-EPRG NURSE CALL SYSTEM. 9ONTACT STE HANIE SIMMONSI - 407-830-6175. 1 r II n IfIII - � ..._..—. r 'rI. � I _: � I,-\\ Irk J,I _ �uc�-�roN PLAN - E L EcrRlcA�_11 ON GEN. q2 700 KW GEN. //1 565KW .. ..a ATS PANEL `"L_... EA2-..NES. MOP 12 CLS~u ®E`E'�a� P r R EC2i •PAEICdLE ATS ME KEYED NOTES O1 PROVID I A NEW CODE BLUE. CONNECT TO EXISTING RAULAND-BORG „ SYST-.1 90DE BLUE TO REPORT TO PBX AND ER. PROVIDE TYPED UPDATE DIRECTORIES & REPROGRAM ALL NECESSARY EQUIPMENT FOR PROPER QPERATION. REFER TO SHEET E101 FOR MORE INFO. O2 PROVIDR A NEW STAFF ASSIST NURSE CALL STATION CONNECT TO EXISTINY AULAND-BORG SYSTEM. STAFF ASSIST TO REPORT TO NURSES STA' � EMERGENCY ROOM AND DOCTORS VIEWING AREA. PROVIDE TYPED i01P,DATED DIRECTORIES & REPROGRAM ALL NECESSARY EQUIPMENT FOR PROPER OPERATION. REFEL:,-t� SHEET`El01-FOR-MORE-INFO. 03 5OVIDE A NEW RAULAND-BORG DUTY STATION & TiE INTO E\ STING SYSTEM. I.. _ EXISTING RAULAND-BORG NURSE CALL MA TER-STATTOI' ER. PROGRAM FOR STAFF ASSIST CALL FROM CARDIAC C 1N DEPT. O EXISTING RAULAND-BORG NURSE CALL MA TER STATION IN PBX. 61 REPLACE EXISTING DUTY STATION WITH A EW DUTY STATION CAPABLE OF PROVIDING AUDIBLE AND VISUAL STAFF ASSIST. PROVIDE AN ENGRAVED PLAQUE LABELED "CARDIAC CA DEPT." AT THE DUTY STATION. O7 EXISTING RAULAND-BORG NURSE CALL MA TER IN PATIENT HOLDING." PROGRAM FOR STAFF ASSIST CALL FROM ARDIAC CATH DEPT. PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO• FLORIDA, 32803 • 407.246.1688 - EB 3089 C 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 SOB 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 03319 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. AHCA COMMENTS Q 9-9-n4 David A. Burger, PE, - FL Reg. No. 47146 0 0 Z U) L- e$ q 1` 4 TT • • �.,, V . t t , 0, fill 303639.00 • BS ' , F ARCHITECTURE PLANNING INTERIOR DESIGN 0 0 n DEMO PLAN - POWER ANC SYSTEMS- A2 GENERAL NOTES: 1. DEVICES SHOWN ON THE EXISTING FLOOR PLAN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 3. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. PROVIDE NEW RECEPTACLES AND PLATES AS REQUIRED. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. J—BOXES, PENETRATIONS, CONDUIT, ETC. IN FLOOR FOR OLD EQUIPMENT SHALL BE REMOVED/PATCHED/REPAIRED TO MEET EXISTING FLOOR RATING. REFER TO RENOVATION PLANS REGARDING NEW REQUIREMENTS. 8. GE MEDICAL SYSTEMS IS RESPONSIBLE FOR REMOVING EXISTING CONTROL CABINETS, CATH EQUIPMENT, MONITORS, CONTROLS AND ASSOCIATED CABLES LOCATED IN THE CATH LAB, CONTROL AREA AND EQUIPMENT ROOM. EXISTING WIRE DUCT, CONDUIT, J—BOXES AND DEVICES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9. EXISTING WIRE DUCT SHALL BE REMOVED UNLESS NOTED OTHERWISE ON SHEET E105. KEYED NOTES: 10 EXISTING DISCONNECT SWITCH SHALL BE REMOVED. REFER TO RENOVATION PLANS, GE DRAWINGS AND SPECS FOR MORE INFORMATION. VERIFY EXACT LOCATION FOR NEW DISCONNECT PRIOR TO ROUGH IN. 2 EXISTING PANEL CEC, DISCONNECT, TRANSFORMER, CONDUIT AND WIRE TO BE REMOVED. EXISTING EQUIPMENT IS TO REMAIN ENERGIZED UNTIL NEW EQUIPMENT HAS BEEN INSTALLED AND IS READY FOR TRANSFER OF LOADS. THEN REMOVE OLD PANEL, MAIN CIRCUIT BREAKER AND TRANSFORMER. PROVIDE J—BOXES, CONDUIT AND WIRE AS REQUIRED TO EXTEND EXISTING LOADS TO NEW PANEL 'CEC'. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. COORDINATE ALL DOWN TIME WITH THE HOSPITAL. 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. N DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS 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. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED IF METALLIC (EMT CONDUIT). JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVERPLATE. MR PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAELISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.246.1688 • EB 3089 C 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, J013 # arrangements, methods or plans shall be used by or disclosed to any person, firm or 03319 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. w m J J Q m U w 0 a w x 0 Lyman Davidson Dooley, Inc. AHCA COMMENTSA, 2-2-04 David A. Burger, PE, FL Reg. No. 47146 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION FLOOR PLAN POWER & SYSTEMS O N 303639.00 BS JEA LU E102< NwN 0L I T_ U 1 /01 /04 Q CORRIDOR DEMULITIDN, 0 0- 4. F 1, JIL 111M "ME _U w r\ v„ ABOVE CEILING EXISTING ENCLOSED EXISTING EXISTING BREAKER PANEL PANEL CEC' LIGHTING CORR, GENERAL NOTES: 1. ALL DEVICES SHOWN ON DEMOLITION CEILING PLAN ARE EXISTING TO REMAIN AND SHOWN FOR REFERENCE ONLY UNLESS NOTED OTHERWISE. 2. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA, AND PROVIDE NEW NAME ENGRAVED PLATES AS REQUIRED. 3. CLEAN, RELAMP AND REFURBISH ALL EXISTING TO REMAIN FIXTURES. CHECK SWITCHES AND DIMMERS FOR PROPER OPERATION. REPLACE LIGHTS/DEVICES IF NECESSARY (MATCH EXISTING). CRITICAL DEVICES MUST BE RED AND NORMAL DEVICES MUST BE IVORY. 4. COORDINATE EXACT LIGHT LOCATIONS WITH NEW X—RAY STRUCTURAL SUPPORTS/TRACKS. EXTEND CONDUIT & EXISTING CIRCUIT(S) & LOCATE AS REQUIRED. COORDINATE WITH DIV. 15. & GEMS 5• CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES ARE 20AMP HOSPITAL GRADE AND EXISTING SWITCHES ARE 20AMP SPEC GRADE (RED DEVICES FOR EMERGENCY CIRCUITS). REPLACE AS REQUIRED. PROVIDE NEW NAME ENGRAVED PLATES AS REQUIRED. KEYED NOTES O1 EXISTING SURGICAL LIGHT MAY BE RE —USED IN RENOVATION. VERIFY WITH HOSPITAL STAFF/ENGINEERING PRIOR TO DEMOLITION. 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. N DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS NL NEW LOCA11ON 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. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVERPLATE. mid PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAELISHED IN 1877 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3= 0 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 J� 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 03319 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 6 w m 0 z Q 0 w z 0 w m 0 0 z rn Q a 0 D 0 0 rY n. w lY w m 0 0 z co w N z 0 N z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. V David A. Burger, PE, FL Reg. No. 4-7146 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION FLOOR PLAN l 1(',HTIN(, i O N IT 103639.00 3S IEA w E103< LU W U 1 /01 /04 Q MM 01 M � a„ REND PLAN - POWER ANC SYSTEMS. A 1/41 it -ON GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. PROVIDE NEW RECEPTACLES AND ENGRAVED NAME PLATES AS REQUIRED. 3. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 4. 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 INSTALLA11ON NOT ACCEPTABLE. 5. REFER TO EQUIPMENT MANUFACTURERS DRAWINGS (GE MEDICAL SYSTEMS) FOR ADDITIONAL REQUIREMENTS. 6. FOR ALL DESIGNATORS REFER TO EQUIPMENT MANUFACTURERS DRAWINGS (GE MEDICAL SYSTEMS). 7. CONTRACTOR SHALL PROVIDE FULL HEIGHT DIVIDERS IN ALL J—BOXES. 8. PROVIDE REDUNDANT GROUNDING FOR THE PATIENT CARE AREA VIA THE RACEWAY SYSTEM. THE EQUIPMENT MUST BE FASTENED TO THE RACEWAY SYSTEM OR BE BONDED TO THE RACEWAY SYSTEM BY THE USE OF FLEXIBLE METAL CONDUIT OR BONDING STRAPS. 9. PROVIDE SEPARATE RACEWAYS OR CONTINUOUS BARRIERS FOR THE SEPARATION OF INTERCONNECTING CABLES PER VOLTAGE RATING AND CLASS. POWER AND CLASS 1 CIRCUIT WIRING SHALL BE ROUTED TOTALLY SEPARATE FROM CLASS 2 AND 3 CIRCUIT WIRING. PROVIDE A CHART AND OR A WIRING DIAGRAM WITH MARKED CABLES TO FACILITATE VERIFICATION OF THE REQUIREMENT. THIS CHART MUST BE DEVELOPED BY THE MANUFACTURE'S ENGINEERING DEPARTMENT. 10. ELECTRICAL CONTRACTOR SHALL COORDINATE POWER REQUIREMENTS & LOCATIONS WITH EQUIPMENT SUPPLIER (GEMS) PRIOR TO ROUGH —IN. 11. NEW WIRE DUCT SHALL BE WALKER MEDICAL SYSTEMS OR EQUAL. PROVIDE WIRE SEGREGATION CONNECTORS & T'S & TUNNELS FOR PROPER WIRE/VOLTAGE SEPARATION. 12. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT & J—BOXES FOR NURSE CALL SYSTEM. COORDINATE WITH RAULAND—BORG. 13. ONCE NURSE CALL IS INSTALLED, STAFF IN EACH DEPT. SHALL BE TRAINED/INFORMED OF NEW CALLS & PROCEDURES. CENTRAL FLORIDA REGIONAL NEEDS TO PROVIDE A WRITTEN PROCEDURE FOR THE STAFF & HOW THEY SHOULD RESPOND FOR AHCA & PRESENT AT THE AHCA INSPECTION. 14. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER 7.32.G4 OF THE 2001 EDITION OF THE AIA GUIDELINES. 15. GE MEDICAL SYSTEMS SHALL PROVIDE A FIXED DIAGNOSTICS LEAKAGE TEST PER NFPA-77. KEYED NOTES: O PROVIDE A NEW CODE BLUE. CONNECT TO EXISTING RAULAND—BORG SYSTEM. CODE BLUE TO REPORT TO PBX. PROVIDE TYPED UPDATED DIRECTORIES & REPROGRAM ALL NECESSARY EQUIPMENT FOR PROPER OPERATION. REFER TO SHEET E101 FOR MORE INFO. O2 PROVIDE A NEW STAFF ASSIST NURSE CALL STATION CONNECT TO EXISTING RAULAND—BORG SYSTEM. STAFF ASSIST TO REPORT TO NURSES STATION IN EMERGENCY ROOM AND DOCTOR'S AREA. PROVIDE TYPED UPDATED DIRECTORIES & REPROGRAM ALL NECESSARY EQUIPMENT FOR PROPER OPERATION. REFER TO SHEET E101 FOR MORE INFO. O3 PROVIDE A NEW INTERCOM SYSTEM. INSTALL PER MANUFACTURERS REQUIREMENTS. REFER TO DETAIL ON SHEET ® NOT USED O5 PROVIDE A 201 X 10"W X 12"H STAINLESS STEEL FLOOR MOUNTED PEDESTAL TO MOUNT (2) QUAD DUPLEX RECEPTACLES IN. PROVIDE A PEDESTAL MANUFACTURED BY AMICO(OR EQUAL). VERIFY EXACT LOCATION WITH GEMS AND GEMS DRAWINGS AND DETAILS PRIOR TO ROUGH —IN. PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.246.1688 • EB 3089 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 w 4J W 0 z Q 0 w z (9 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AHCA COMMENTS Q 2-2-04 David A. Burger, PE, FL Reg. No. 47146 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 RENOVATION FLOOR PLAN POWER & SYSTEMS O N 303639.00 = it BS JEA W El 04 LLI li Q 11: C) 1 /01 /04 Q � '1ORRIDOR C S 1,18 C0NTMCIL i SCIITI- 1-1 F1 LD, i AR f `, M 0�x31/2' FLUS[ AL _Dy1.T (ver�i yy if�exist) PR❑VIDE NEB{/ IF MISSING_ ❑R DISC 'qR C_,OMM, PANEL CATH LAB-1:3:5 AL_J] NE 1 j2" CND. FF K-1-1 0 DS i i i i I I� L_ =DCIC_1_(_11R'S AREA OF WORK r�. y ■ ■._ ■ SURFACE WALL DUCT (verify if exist) r r VI�NWIFMI� 1 ` I 0� IIN�DISREPAIR ` _,_ TO 120V, 1 PH, POWER SURLI LMP LIGH I - 10' x 3 DUCT ABOVE CEILING (verify If exist) RL . I . RML1 N■ J . L' M'!� ■ TRENCH DUCT `J new, 6' x� ■ TRENCH DUC ■ LC11 ONE 2 1/2" CND. -- TO DUCT ONE 1" CND. TO DUCT ■ ■ ■ ■ ■ 2"-,CND. AS REQ'D. TO DUCT J M M , l �I 18' x 3 SUVFACE WALL D �kGT A M I M I _ RD �1,10 UMA- MD 1,11 FA i r. i ONE 1/2" CND. TO DUCT MAMMO -ONE EMPTY 2 1/2" CND., BELOW FLOOR, FOR WATER LINES 18' x 3 1/2' SURFACE WALL DUCT (verify If exist) PR❑VIDE NEW IF MISSING OR IN DISREPAIR REND PLAN - G E MEDICAL SYSTEMS �— 1/4" = 1'-0" w tz A �.. �, C0 RR, GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. PROVIDE NEW RECEPTACLES AND ENGRAVED NAME PLATES AS REQUIRED. 3. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 4. 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 NOT ACCEPTABLE. 5. REFER TO EQUIPMENT MANUFACTURERS DRAWINGS (GE MEDICAL SYSTEMS) FOR ADDITIONAL REQUIREMENTS. 6. FOR ALL DESIGNATORS REFER TO EQUIPMENT MANUFACTURERS DRAWINGS (GE MEDICAL SYSTEMS). 7. CONTRACTOR SHALL PROVIDE FULL HEIGHT DIVIDERS IN ALL J-BOXES. 8. PROVIDE REDUNDANT GROUNDING FOR THE PATIENT CARE AREA VIA THE RACEWAY SYSTEM. THE EQUIPMENT MUST BE FASTENED TO THE RACEWAY SYSTEM OR BE BONDED TO THE RACEWAY SYSTEM BY THE USE OF FLEXIBLE METAL CONDUIT OR BONDING STRAPS. 9. PROVIDE SEPARATE RACEWAYS OR CONTINUOUS BARRIERS FOR THE SEPARATION OF INTERCONNECTING CABLES PER VOLTAGE RATING AND CLASS. POWER AND CLASS 1 CIRCUIT WIRING SHALL BE ROUTED TOTALLY SEPARATE FROM CLASS 2 AND 3 CIRCUIT WIRING, PROVIDE A CHART AND OR A WIRING DIAGRAM WITH MARKED CABLES TO FACILITATE VERIFICATION OF THE REQUIREMENT. THIS CHART MUST BE DEVELOPED BY THE MANUFACTURES ENGINEERING DEPARTMENT. 10. ELECTRICAL CONTRACTOR SHALL COORDINATE POWER REQUIREMENTS & LOCATIONS WITH EQUIPMENT SUPPLIER (GEMS) PRIOR TO ROUGH -IN. 11. NEW WIRE DUCT SHALL BE WALKER MEDICAL SYSTEMS OR EQUAL. PROVIDE WIRE SEGREGATION CONNECTORS & T'S & TUNNELS FOR PROPER WIRE/VOLTAGE SEPARATION. 12. GE MEDICAL SYSTEMS IS RESPONSIBLE FOR REMOVING EXISTING CONTROL CABINETS, CATH EQUIPMENT, MONITORS, CONTROLS AND ASSOCIATED CABLES LOCATED IN CATH LAB #1, CONTROL AREA AND EQUIPMENT ROOM. EXISTING WIRE DUCT, CONDUIT, J-BOXES AND DEVICES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 13. GE MEDICAL SYSTEMS SHALL PROVIDE A FIXED DIAGNOSTICS LEAKAGE TEST PER NFPA-77. KEYED NOTES: Ol PROVIDE PROPER SEGREGATION OF HIGH & LOW VOLTAGE WIRING & CHILLED WATER LINES UTILIZING CARLON - CAR FLEX. O2 NETWORK OUTLET. PROVIDE PER GEMS DRAWINGS. O3 DEDICATED TELEPHONE UNE(S). PROVIDE PER GEMS DRAWINGS. ® REFER TO PARTIAL RISER DIAGRAM & PANEL SCHEDULES FOR MORE INFO. REFER TO GE MEDICAL SYSTEMS DRAWINGS FOR MORE INFO. MAIN DISCONNECT SWITCH IS PROVIDED BY GE MEDICAL SYSTEMS. PENIiVSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 EB 3089 C 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, firth or 03319 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ARCHITECTURE PLANNING INTERIOR DESIGN 0 O W W ILL J W Q N Z U_W W Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 RENOVATION GE MEDICAL SYSTEMS O N 303639.00 BS JEA W E105< W 1/01/04 U Q I.. ARCHITECTURE PLANNING INTERIOR DESIGN W0 Kµ IN RENnVATION PLAN - LIGHTING 1/4" = 1'-0" LIGHTING FIXTURE SCHEDULE LAMPS FIXT MANUFACTURER CATALOG NO. VOLT NOTES MOUNTING REMARKS QTY TYPE WATTS A LIGHTOLIER 1126/1102P1 1 A-19 100 120 1 RECESSED FRESNEL LENSE B LIGHTOLIER SPS2GFSVB26U-120-S0 2 T8/U6 32 120 1 - 3500K LUMENS BE LIGHTOLIER SPS2GFSVB26U-120-SO-EM 2 T8/U6 32 120 1,2 3500K LUMENS C VISTA VSL-2-SLO43-RED RED LED COMES JA 1,3 WALL WITH THE FIXTURE SURFACE NOTES: 1. FIELD COORDINATE EXACT LOCATIONS. 2. FACTORY INSTALLED EMERGENCY POWER BATTERY PACK WITH CHARGER AND INVERTER. 3. EXTRUDED ALUMINUM LED "IN USE" SIGN, WHITE HOUSING, WHITE POLYCARBONATE FACE, UNIVERSAL CANOPY - "X-RAY IN USE" GENERAL LIGHT FIXTURE NOTES: 1. APPROVED MANUFACTURERS FOR LAMPS: OSRAM SYLVANIA PRODUCTS, INC. 2. APPROVED MANUFACTURERS FOR FLUORESCENT LIGHT FIXTURES BALLASTS: OSRAM SYLVANIA PRODUCTS,INC.; MAGNETEK/UNIVERSAL LIGHTING PRODUCTS GROUP: MOTOROLA LIGHTiNG,INC. GENERAL NOTES: 1. ALL DEVICES SHOWN ON DEMOLITION CEILING PLAN ARE EXISTING TO REMAIN AND SHOWN FOR REFERENCE ONLY UNLESS NOTED OTHERWISE. 2. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA, AND PROVIDE NEW NAME ENGRAVED PLATES AS REQUIRED. 3. CLEAN, RELAMP AND REFURBISH ALL EXISTING TO REMAIN FIXTURES. CHECK SWITCHES AND DIMMERS FOR PROPER OPERATION. REPLACE LIGHTS/DEVICES IF NECESSARY (MATCH EXISTING). CRITICAL DEVICES MUST BE RED AND NORMAL DEVICES MUST BE IVORY. 4. COORDINATE EXACT LIGHT LOCATIONS WITH NEW STRUCTURAL SUPPORTS/TRACKS. EXTEND CONDUIT & EXISTING CIRCUIT(S) & LOCATE AS REQUIRED. COORDINATE WITH DIV. 15. & GEMS 5. CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES ARE 20AMP HOSPITAL GRADE AND EXISTING SWITCHES ARE 20AMP SPEC GRADE (RED DEVICES FOR EMERGENCY CIRCUITS). REPLACE AS REQUIRED. PROVIDE NEW NAME ENGRAVED PLATES AS REQUIRED. KEYED NOTES O1 UNISTRUT PER GEMS STRUCTURAL DRAWINGS. O2 RECESSED FIXTURES TO BE CONTROLLED BY FOOT OPERATED SWITCH AT TABLE. VERIFY EXACT LOCATION AND REQUIREMENTS WITH GE PRIOR TO ROUGH IN. O3 PROVIDE A NEW LUTRON SKYLARK PRESET DIMMER WITH ON/OFF S-600P-WH. O4 VERIFY EXACT LOCATION AND REQUIREMENTS FOR SURGICAL LIGHT. ad 09 PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAELISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 4w.248.1688 • EB 3m 7JOIB3*a 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, firth or 03319 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. Lyman Davidson Dooley, Inc. AHCA COMMENTS 0 2-2-04 David A. Burger, PE, FL Reg. No. 47146 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 RENOVATION FLOOR PLAN LIGHTING O N 303639.00 = BS JEA W 06 WWN [ LEl Q I r U 1/01/04 Q N 0 w 0 z Q 0 W ARCHITECTURE PLANNING INTERIOR DESIGN Ma Ea ai REND ROOF PLAN - ELECTRICAL 1/8' = 1'-0" 1 EXISTING RTAC-1 TO BE FED FROM PANEL NEQH3 LOCATED IN ELEC. RM. 'A'. PROVIDE A 30A, N-3R, 600V, 30 FUSED DISCONNECT SWITCH. PROVIDE NEW FUSES SIZED PER MANUFACTURERS MOTOR NAMEPLATE. VERIFY EXACT MOTOR REQUIREMENTS WITH DIVISION 15 PRIOR TO ORDERING AND ROUGH —IN. PROVIDE A NEW ENGRAVED TAG AS PER SPECS INDICATING PANEL AND CIRCUIT. EXISTING FEEDER TO PANEL HN IN ELEC. RM. #1 IN THE PLANT TO BE REMOVED COMPLETELY. REFER TO RISER DIAGRAM AND P���S6�6�6L��ORMO�RE� INFORMATION. O CONFIRM EXISTING LIGHTNING PROTECTION MEETS THE REQUIREMENTS OF NFPA-780. PROVIDE IF REQUIREMENTS ARE NOT MET. 09 RIM PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAB.ISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.24e.16a8 • EB 3089 p 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, JOB # arrangements, methods or plans shall be used by or disclosed to any person, firm or 03319 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. D w w m J J Q F 0 W 0 a tr w W m 0 0 z 0 w m 0 H 0 z In F_ 6 F_ 0 W I- Q 0 z Q J LL 0 W a 0 V a Lyman Davidson Dooley, Inc. AHCA COMMENTSA, 9-9-n4 David A. Burger, PE, FL Reg. No. 47146 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 RENOVATION ROOF PLAN ELECTRICAL O N d' 303639.00 = BS JEA W El 07 W L.G. a z U 1/01/04 Q KB 1,1.(-11, a P & P & SPEC: 3 GENERAL NOTES: 1. REFER TO RISER DIAGRAM FOR MORE INFORMATION. 2. COORDINATE ALL SHUTDOWNS & POWER/CIRCUIT TRANSFERS WITH CENTRAL FLORIDA REGIONAL HOSPITAL 72 HOURS PRIOR TO COMMENCING WORK. 0 WA ENLARGED REND PLAN - ELECTRICAL ROOM 'A' 1/40 = V-0' """"' r "UT AND HER ALL 0 ANGLE 2" x 1 /4" STEEL ANGLE NUT AND FLAT ALL THREAD JNEL over i nr MIN 1 v r\iivvvnr ( )-1 /2" NUT & BOLT EACH CHANNEL MAXIMUM DISTRIBUTED LOAD 750 LBS. TRANSFORMER MOUNTING DETAIL E401 SCALE: NONE NOTE: COORDINATE SUSPENSION WITH TRANSFORMER MANUFACTURER CONDUIT OR FLEX AS PER SPECS T- FUSED DISCONNECT SWITCH UNISTRUT d- UNISTRUT POST BASE MOUNTED TO FINISHED FLOOR 0 0 0 o FINISHED FLOOR 2 DISCONNECT MOUNTING DETAIL E401 SCALE: NONE PENINSULA ENGINEERIidG INC. CONSULTING ENGINEERS ESTAE.ISHED IN 1977 2016 AMEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 Copyright — All ideas, designs, methods and plane indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and �OBj 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 03319 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. A u x 0 F- 0 z U) Q a z x 0 W J 0 I z 0 W U 7 T W O O J LL i� W W LL < w 0- Q~ W 02 0- D 0 W Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 ENLARGED RENO PLAN ELECTRICAL 303639.00 BS JEA 1 /01 /04 'r �14% p,u ARCHITECTURE PLANNING INTERIOR DESIGN P A �1NELBOA SCHEDULE: CEOs 1� BOLT -ON N NEW El SINGLE PANEL ® NORMAL El PLUG-IN ❑ EXISTING M DOUBLE PANEL ❑ CRITICAL VOLTS:120/208 3 0 4 WIRE PANEL RATED 0 225 - AMPS: M.C.B: ❑ INDOOR ® SURFACE ❑ LIFE SAFETY ❑ TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 110 - PROTECTION AMPS: M.L.O: M OUTDOOR ❑ RECESSED M EQUIPMENT ❑ FED FROM: EC VIA 30KVA LOCATION: CORRIDOR N 0 LOAD (AMPS) C B � CKT. CKT. Lu C.B. LOAD (AMPS) IDENTIFICATION N AO BO CIO AO BO CO E IDENTIFICATION AMP o D_ N0. N0. o w T LIGHTS CATH L J� 1 & 2 Y a $ , tV# i , 4 Xt �r �r, 11 2Iri 1 r20 f r t qS k t I , i, ! f I ra Y 4 , � ,45 �AB " T TIERED LIGHTS S ad J'If LIGHTS CATH I AB 1 L t,n I t r ,, � 5.5 tl 8 t.e , {p y 20 1 3 4 1 ,i ,N ; , �' " .. t� {{ � 1.5 ,t R �: I �E a X RAY IN U„ SE LIGHT _ A �� r rs r r ��..L CATH LAB 1 5 20 1 5 6 1 20 r k X }d d: 3 OUTLET T GE FLIGHTS / r i,d R x fsu°P,k OUTLET CATH LAB e A , , 3 � I W 9 d � � 20 1 7 8 1 20 , v, r 1 f +� t x �a Y o t 4.5 of Ga �e � �!� T MEDDARS OUTLET #1 �i��r,~,4`rw, W^Irt �,� • r f�IG�,��,tg�' OUTLET CATH LAB yr >,Pk 1.5 20 1 9 10 2 30 R9 °r s, d �, x. --'��,;',;; AB 1 PANEL A3 CATH L # 1 #1 t»I.r :br�h CATH LAB 1 OUTLET CA � : rlat$flr5' 1.5 20 1 11 12 - pHsedfkGltrd,;i°Fx -- 1 ,r � 2 t R OPEN HEART AUTO DOORS ( ) ��`n,��P Ada tf~,s�, ,' 3.5 it ;'i. C :�a W ;,t d�`� 5"" 20 1 13 14 1 20 d F' 4.5 „`I :t.. }r 3 .{ . OUTLET CORR.-ROOF EQ. RM. SPARE + AC1 eS. Wd�:$ ��+� --;r r . 1G�: 20 1 15 16 1 20 dw, d pin is tC,�lid.Is,S� ' 1.5 d �, OUTLET CATH LAB #1 �r3W":l� �.h^s, SPARE °;r��>3 �',kYh' s,VAIM,$"rt -- 20 1 17 18 1 20 f�„f �rT �r'�h;# 5 LIGHTS CSR STERILIZER 7 'Mit?'`I', 20 3 19 20 1 20 3 i,�G,lRels' OUTLET CATH LAB #1 7°r,�l�°� - - 21 22 1 20d;:�a�l 1.5 OUTLET HOLDING AREA - s°�'�^u' - 1 , f TO 7 1 F � ) CI s 7 - - 2 3 24 1 2 0 d G'!• RS V fG r r:dyYli d,t Yjdl �., �d h �t Vf SPARE •, 1 ;,�:«"kfrl� ✓,?w"zi, N, , r k t 1 �ndl V OUTLET CATH LAB 1 CIELING # 1.5 ;,$4"�'.` ftr 20 1 25 26 1 40 21 OR RM. 5 LAZER UNIT OUTLET RECORDERS rLl;d 3 r #a,��:, 20 1 27 28 2 30 r rx fi J„' 16 e }, % �; �; FILM PROCESSOR » , y,a , SPARE V J>'pti �,}1r. 15 rr �r t,S �, -- 20 1 29 30 _ k.,F,v$ya �,l.r 16 - , t i � {=,r :a'� $�.� , a CATH 2 OUTLET CONSOLE CA 0 1.5 a�1,�a�;,=' d',�'a"` f 20 1 31 32 1 20 -- }' d}"r �' Y`a 1� SPACE Yr ,, rY l,: d 1 dt k Y ,` F OUTLET CONSOLE CATH 2 irfi',}�'„'I 1.5 �;�r'f'Y���°"` 20 1 33 34 1 20 �y�� 5 ^�d�;��; RECESS LIGHTS CATH LAB #2 yy i.� i . OUTLET CONSOLE CATH #2 3 20 1 35 36 1 20`J�,,��s; - SPARE I , TS aRgyc�auwc 4r3i�! a,Rtt td , 20 1 37 38 1 20 1.5 �, � � OUTLET CONTROL RM. CATH LAB #2 1s p T. PEDASTAL CATH LAB 1 r Ga3�,zzt>d'dr r. 3 ' M q f, 30 2 39 40 1 20,t"°r,r 3.5 adz 1�' OUTLET CATH 2 HP # / ��Y�k�.v�8'k�S3%'�Fl+6:A'.✓, +3t."r�l 41 42 1 �0 M'gr'�i• ' b8'd...$: r,Mq 1.5 LE R OPROCE ANKM SPARE Y!'dSt?" OR SUBTOTAL AMPS 25 21.5' 6 5 ;1tgi�'k9v"fd>i 1M'r,;'ng;'}''3�?�"``„;,�Ir� f,� 38.5 29 25.5 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 63 5 MAXIMUM CONNECTION PHASE AMPS: 63.5 TOTAL AMPS "B" PHASE:e�! i0�5� TOTAL CONNECTED kVA: 22.8 TOTAL AMPS "C" PHASE: y�1 TOTAL DEMAND kVA/AMPS: 22.8 63.5 NOTES:tS;��(1kir° J51wta£}m CIRCUITS FOR CATH LAB #1 SHALL BE RE -USED AS NOTED ON THE RENO 'CEC' PLAN. r ALL CIRCUITS IN THIS PANEL TO BE RELOCATED TO NEW PANEL OR AS NOTED. CIRCUIT NUMBERS MUST REMAIN THE SAME FROM OLD PANEL�T'. THE NEW PANEL. 1. IN NEW PANEL CEC REPLACE 30/2 WITH (2) 20/1 BREAKERS. 'a7 %„2�R,xxLOCATE CIR,CpUIITT*OypPAAN(E�L NEAL3. ,' �yAr P's^.'8d�'!6$J.W''M1(�St',,".n4yg'+'"�hl7J''°,yh5'Y✓`'v:u.'{}.�j{��:tus✓t"!i.°.p`�"�'�''SY'"k'�Ca7yY e19^�Ci�d:'�'.m2°d%+�i���'C"1i'81Y73%'" "$!;t°�'YS�'R�+" """J^"^WBY„4'Eia35W`.aC' �r,Vi"?Jr'"�. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. PANELBOARDSCHEDULE: CATH LAB BOLT -ON ® NEW ❑ SINGLE PANEL ® NORMAL ❑ PLUG-IN ❑ EXISTING ® DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:277 480 3 0 4 WIRE PANEL RATED © 800 AMPS: INDOOR ® SURFACE 0 LIFE SAFETY El TYPE: SQ D I -LINE NEMA 1 kAIC 25 PANEL OVERLOAD 800 AMPS: M.C•B: ❑ PROTECTION M.L.O: N OUTDOOR ❑ RECESSED 11EQUIPMENT El FED FROM: UPS LOCATION: CORR. ELEC. CLOSET UPS N LOAD AMPS w w LOAD (AMPS) N ( ) C.B. CKT. CKT. _j C.B. 0 0 IDENTIFICATION p p IDENTIFICATION IE AO BO C� AMP 0 NO. NO. w AMP AO BO Co E t � f 4 t r �, , + r ✓l 1 � x xy c $ r � z 1 + s x Y s: 1 CATH LAB 1 GE EQUIP. 24 ����:, �`�`� ,yet 150 3 1 2 1 20 db'��,k°ri1R��a,�"'d,tr SPACE IY p- k ,. 5 J 7 d t n it',`}Y 1W r - ._ i Ir �;t s, , a�t r f 1 ,� 4 1 2U :•� � � ', i,l t;,1P, SPACE - 24 � 1 d, . L Y R ¢r ,, F � SPAC_ 1 20 t 5 6 ,� - r � 24 r� t� e 5v t , s ✓d � r f ,,1,(�4 SgiQ•�.d� r .1 e fP��' r4� vg; 6 t PJ{�;rd,I , ?; 20 1 7 8 1 20 r ft "e3 Js»SJr SPACE SPACE ,�t,�r_,, r3,t�,r ,� ,;h,.v1 -- s, t ,, x, SPACE SPACE,==tyt:Irl !t st 20 1 9 10 1 20r r",�= r, =d� r» „ ,f 1 ri Y,= I, v ram: ,i.M,+ �,1 eer ,(�k; _- -- ,. � � I Yt {. 1 12 SPACE SPACE kr,,� ,�� {4MY��r➢� 20 1 1 _ g F � __ ra4GalISr N 1 u d -- » s{{ r� ,.�1d 20 1 13 14 3 150 .,;4, r; U 0, CATH CATH LAB #3 SPACE „ ,+,� �4�,� 3 � � , d : 4, 20 1 15 16 SPACEAt- nn I lq,,Y t 4 rcV. + r Pr r. d, +, Lry35dx:A -- 2U 1 17 18 SPACE r,*,s ...•,��,r..,, -- -- -- ky1G�,,rc,krt,°,lxpt SUBTOTAL AMPS SUBTOTAL AMPS f,°rrF'��..,d?,;',f."irl;�����.rAr.';;�,r�q�,nd TOTAL AMPS "A" PHASE: -- MAXIMUM CONNECTION PHASE AMPS: NOTE 2 TOTAL AMPS "B" PHASE: -- TOTAL CONNECTED kVA: -- TOTAL AMPS "C" PHASE: -- TOTAL DEMAND kVA/AMPS: -- NOTES: 1. PROVIDE A NEW 150A/3 BREAKER TYPE KA SET TO LOW. NEW LOAD ADDED IN THIS PROJECT 2. 30 DAY RECORDED LOAD 8.OKVA X 1.25 = 10KVA + 19.9KVA(24A) TOTAL NEW LOAD ON ATS-CL = 29.9KVA OR 36A PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. PANEL AR® SCHEDULE: XL2 BOLT -ON N NEW N SINGLE PANEL M NORMAL PLUG-IN ❑ EXISTING ❑ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120 208 3 0 4 WIRE PANEL RATED @ 100 AMPS: M.C.B: ® INDOOR N SURFACE ® LIFE SAFETY ❑ TYPE: SQ D NQO NEMA 1 - kAIC 10 PANEL OVERLOAD 100 AMPS: PROTECTION M.L.O: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: XH VIA 30KVA LOCATION: AS SHOWN N 0 LOAD (AMPS) C.B. w CKT. CKT. C.B. LOAD (AMPS) IDENTIFICATION 0 T IDENTIFICATION AMP p a NO. NO. p Q_ AMP A4 B� C� E AO BO Co OUTLET LATH 1 0 4.5 { r q F , '� �. {{ 4 s J, �. 20 1 1 2 1 20 RN' k� R " f a. vz a zY t F 1 �r m� z j� 1*r ,� � 1 o k ~, k 3� t 4 Y t OM GEE ROOM Q � r . a� 9 ( f' 1i.l JS r I } I m f « 4 n, .d OUTLET CATH 2 �« •: „ . 1 �'. 1.5 k � Gt � x k 20 1 3 4 1 20 0 ,F;a." 6� is,d !, po 7 rf .:P P r �:, . t , a. ��f r k LIGH TS CATH LAB 1 1 if T CATH 2 OUTLET a tea : r � , a 1.5 20 1 5 ,eau f � e r a W a a n , �� ,. 3 �. r = a + °fit `ids f8a RECE PT. PEDASTAL CA Pam. �. R n r r� ra' , i r A h � a ^ � � r� t ,,. � G,t �, J. OUTLET CATH 2 3 ., , 1� t< �u, tNP FR Q m•a 20 1 7 8 1 20 , � �� t 6,,,• f'1 OUTLET CONTROL ROOM sI 1St ,�, rY,d?rw 4 aP �` ��, k 20 1 9 10 1 20 „,a 5t� ��;'Y r"�;aar -- '''1fE�U «�, SPARE OUTLET CATH #2 yqw'`?=�s 1.5 20 1 11 12 1 20�'"r"r�°', ilS,r�fi 3.5 OUTLET MAMMO OUTLET SCRUB SINK R , 6 # 1 ��a,�,�t�'1 > +Y � P , ,� � 20 1 13 14 1 20 r } V ` n r , 4 rVs o�Y� �',,ti'" `�'� F OUTLET BLANKET WARMER OUTLET GE EP. RM. rp tv, b, �tr, ';� �z';ta 1.5�, i i } PVC ae.C.,yr. 20 1 15 16 1 20 jY 4 �P:Y --Ap(l,d +rlJd,�,J�i, is a f SPARE OUTLET MED CONSOLE F`,tl�r Rig, d , YY, ,' 2 20 1 17 18 1 20 SPARE 1 OUTLET CATH LAB #1 1.5 �GF P 1,IN i+d % ,, ` 20 1 19 20 1 20 -';i°°��,�'?; 1 r, , « ?,;,: SPARE 1 OUTLET CATH LAB #1 1T� 3r#rp 20 1 21 22 1 20^J ?, -- r1` '�' �,;:,,, SPARE 1 T CATH LAB 1 OUTLET # r ^y„-- r„R,, .. x OEM G, � � � � � 3 20 1 23 24 1 20 t SPARE 4 .� P r� ,v 7 � n r R SPARE -- � {{ zr; 15 3 25 26 1 20 - >;aa9;k1``�E;" �, SPARE r r '�,rr` +r1R$P.^dlSr }�d. n I�,�G#`P2d, �, :,�, r ,f r, ,r„^t �w tr v?R; - d � , � � ar Y , � f t 27 28 1 20 4 v d 4 k' r 1 t $ - + ar a P r t r f F C f i 1r v rM r �.' fr: , rr a SPARE 29 30 1 20 °.Y, tdp \YYy y'rWJ: ," -- �FWtA��SJft�X!;1,1 SPARE ,011, I i� , rc r V. p rn!V e.{1 L4` 1 y �, C. 1 .r vIAry rE�Y h��MAIN `AF r. + k �. Y 1 V S 1 rY F h A Me 1d r t PG c i y F 3 , �. i p. k s: .. :. ]� } y ffr y 1'd ,, x, .11 H 1, I d , � M f ,( .d V q { i fl F4 a r t., rk C,. +r r 1, n. ., 4. . :. iV.F :. r. r ,:., x. ? rl„ 1 rY r 4., J ,I 1 :,.. v t YF. r. A a ,d„ - 1 i' ( r., S ,Y ., A. . SUBTOTAL AMPS 10 10 8 �� rt"?� t"✓YrY,t, 'T 1rd Pp� q'..tba", ° 7 ,,,• (` I Aiy'd,Y' c;, Y 'ak .„,,t,Lr,x: I >,, r Jt,:�'� AMPS , t: ,: �a„„�, , .J �_::,, .,r , d �,, 5.5 7' 6.5 SUBTOTAL M� : �. Y,:,,, 1 � :.. A�, { ��" .,,1 ,�,�« . r � 1 ,. ..�. d:r, � I � � , .�"� a ,: .r ,�.." dr�lw..rre�t. .: SECTION TOTAL AMPS "A" PHASE: 15.5 MAXIMUM C0 PHASE AMPS: 17 TOTAL AMPS "B" PHASE: 1 . TOTAL CONNECTED kVA: 6.1 TOTAL AMPS "C" PHASE 14.5 TOTAL DEMAND kVA/AMPS: 6.1 17 NOTES: 1. UTILIZE EXISTING 20/1 BREAKER. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. PMELBOARDSCHEDULE: NEQH3 BOLT --ON ® NEW ❑ SINGLE PANEL 10 NORMAL ❑ PLUG-IN ❑ EXISTING 0 DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:277 480 3 0 4 WIRE PANEL RATED 0 250 AMPS: M.C.B: ❑ INDOOR ® SURFACE ® LIFE SAFETY ❑ TYPE: SQ D NF NEMA 1 - kAIC 18 PANEL OVERLOAD 150 PROTECTION AMPS: M.L.O: ® OUTDOOR ❑ RECESSED ❑ EQUIPMENT FED FROM: NEQH LOCATION: ELEC. RM. 'A' N 0 IDENTIFICATION LOAD (AMPS) C.B. W1 CKT. CKT. W C.B.LOAD (AMPS) 0 IDENTIFICATION E AO Bid CO o AMP 0 NO. NO. o w AMP T AO BO CO E CRAC-99-1 -- '„ `r�1s rr� , r 20 1 1 2 1 20 ints� J��"�P` SPACE Mftl EQUIP. RM. r -"�k) t{ shl�rsP""ri'g'P"Vy'}j{S 30 2 3 4 1 20 q°^" SPACE 5 6 1 20 SPACE , r 1 RTAC-1 CATH LAB AC `dik;r5,' "JL� 14 ,c1 30 3 7 8 1 20 ���.Y;,�; -- ttor�is�ty� i ip�*, SPACE hr,Y I ,�a SPACE 14 w40 � 9 10 1 20 ��It�1"M1,(« ,�+,';�r,, SPACE 14 .t°r,1�d 4`(?'' J �' - - 11 12 1 20 rc<br� s ,' SPACE 'y1W,•�141F "^ TnrT �7q�i 's'�' SPACE -- w la v� P.3r•dte✓bt 20 1 13 14 1 20t SPACE j' ds SPACE dd 0 1 15 16 1 20 „x } - SPACE _ SPACE " N" _ Ido, 't - 20 1 17 18 ! 1 LO ,t C, _$�n ' :, - - S ,Ise% ,p.,' SPACE t �3s yy q SPACE .Y. n. 1 .&V :, 1, r 'y� , , , t ,�'�� ,,s �,� 20 1 19 20 1 20 J. r: 1V,J_,,. C• f _ _ f tN��,��� SPACE SPACE;y�, t, $ R d. �,. �. , � ,4f�� 20 1 21 22 1 20 .�G.: Y. k c } r 4 ACE :,yy,• o JP s,a,�,,;, b1,� +d , , , 20 1 23 24 1 2 ;. i, 6 PACE R r t a -:° ' �" 20 1 25 26 1 20( SPACE SPACE ��,` ;nt, r1, r ,_ SPACE R __ k .,rr�:�..,�, '�''I�� �' :#R M1d;e3 �� yy :Z^ 20 1 27 28 1 20 9 _ £' is SPACE �,A.,"''-fig'Yfe. SPACE PP v .. _ _ wrqA g dJ�rrk, 3 rt,J� F �.,'; 20 1 29 30 1 20d,t�P, Il u, �n. r. i.� R.,. a R R,yyyy , ..: SPACE '.:�d.»aD 7.:..: ��,,\�lil15 SPACE d 5, ! .Y gryry,, r: 20 1 31 32 1 20 "Jtf Ax SPACE SPACE ,j� a a r«,, - ��al� �r, 20 1 33 34 1 20 °"° �P11,^ r SPACE SPACE t inrvP,frr+ �' -- 20 1 35 36 1 20ypp` ,` ; Y -- SPACE SPACE - Pf 3a1 20 1 37 38 3 50 xka,�t",h PANEL NEWVIA XFORMER (30KVA) tM3 SPACE �'W 20 1 39 40- . SPACE Wia f -- 20 1 41 42 - i�fPsl 5;�1t, �;�5«spa -- SUBTOTAL AMPS -- -- --�}qli SUBTOTAL AMPS TOTAL AMPS "A" PHASE: -- MAXIMUM CONNECTION PHASE AMPS: NOTE 2 TOTAL AMPS "B" PHASE: -- TOTAL CONNECTED kVA: -- TOTAL AMPS "C" PHASE: -- TOTAL DEMAND kVA/AMPS: -- NOTES: 1. PROVIDE A NEW 30/3 BREAKER SQ D TYPE ED. LOAD RELOCATED FROM PANEL HN IN THIS PROJECT. 2. 30 DAY RECORDED LOAD 14.8KVA X 1.25 = 18.5KVA + 11.6KVA(14A) TOTAL NEW LOAD ON PANEL NEQH3 = 30.1KVA OR 36r2A PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. PANEL SCHEDULES d`1 PLUG-IN ❑ EXISTING ® DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:277/480 3 0 4 WIRE PANEL RATED Q 400 AMPS: M.C.B: ❑ INDOOR N SURFACE N LIEF_ SAFETY ❑ TYPE: SQ D HCM NEMA 1 kAIC 25 PANEL OVERLOAD 400 AMPS: - PROTECTION M.L.O: ® OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: MDP#1 LOCATION: PLANT N LOAD (AMPS) C.B. L_uj CKT. CKT. J C.B. LOAD (AMPS) p 0 T IDENTIFICATION AO BO CSC AMP p w N0. N0. p a AMP IDENTIFICATION T AOg0 C Pd k' ti r , t R. , a. d° Y d; P A NELBOARD SCHEDULE: HN BOLT -ON ® NEW El SINGLE PANEL E NORMAL M 10 O OUTLE T WELDER SPACE 'M SPACE PMELBOARD SCHEDULE: NEAL3 BOLT -ON ® NEW ❑ SINGLE PANEL ® NORMAL ❑ PLUG-IN ❑ EXISTING ® DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 100 AMPS: INDOOR ® SURFACE ® LIFE SAFETY 0 TYPE: SQ D NQO NEMA 1 PANEL OVERLOAD kAIC 10 PROTECTION 100 AMPS: M•C•g; ® OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ M.L.O: ❑ FED FRU00KVA XFORMER LOCATION: ELEC. RM. 'A' N LOAD (AMPS) C B � CKT. CKT. � C. 13. LOAD (AMPS) N O IDENTIFICATION AMP o N0. N0. 0 a_A4 AMP IDENTIFICATION T Bib Co B4 CO A9 0. CANOPY LIGHTS 6.5 20 1 1 2 1 20 6.5tth,ggH MED GAS C5 1.09, ED 1.20, SP 1.15 "Myrl��tiF CANOPY LIGHTS 6.6 20 1 3 4 1 20 w'A��'g 2 fs�,���; PBX LTS.CORR. ED1.38, ED 1.50 r��� 11.5 20 1 5 6 1 20 2 PBX LTS. AD 1.16 7.5 20 1 7 8 1 20 PBX LTS. ED 1.02, AD 1.02 ;.'JwI 10 20 1 9 10 1 2 0 ��` 2 ����J°�q��` MED GAS PNLS. MAINTENANCE DIR. SPARE � . 5Se3sl7 v v '"YR'd3k'P 2 20 1 11 12 1 20 11 WALL LT.UUTSIDE RADIUS LTS. CORR. ED 1.30, 1.29, 1.14 10 t '• 20 1 13 14 1 20 8 rp�gl��:d� LTS. CANOPY AMBUL. ENTR. LTS. CORK. CS 1.12 CS 1.16 r Y � ,M: 2 IF a u, I 20 1 15 16 1 20 h � r. M „A r � tr SPARE , ,y 1 AUTO DOORS (OPEN HEART) , 10111 ad� 3.5 20 1 17 18 1 20 Ar f SPARE s „ SPARE 20 1 19 20 1 20 SPARE a.d..1�1�Wxd�r SOACE .��:..� �i. -_ ,Vlllt '•Y'rq 20 1 21 22 1 20 // ,.aL+4dI a �',F SPACE SPACE - 20 1 23 24 1 2U SPACE gM r�l SUBTOTAL AMPS 24 18.616.5 Jta J 4 13 SUBTOTAL AMPS 4 1 TOTAL AMPS "A" PHASE: 40.5 MAXIMUM CONNECTION PHASE AMPS: 40.5 TOTAL AMPS "B" PHASE: 22.5 TOTAL CONNECTED kVA: 14.8 TOTAL AMPS "C" PHASE: 30 TOTAL DEMAND kVA/AMPS: 14.8 40.5 NOTES: 1. RELOCATED LOAD FROM PANEL CEC. CONNECT TO EXISTING 20/1 BREAKER. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. ����x,��,���'dg2a����C�a`'�,�f���'i�x r• '����'t� .�y'� . u�dh°s,��';�art �; CEC XL2 HN CATH NEQH3 NEAL3I I 111 8 d 4 di F 1 t t 5 R R t 4. iN yyd4 1' F 4 r y� O t T t �a .0 rrW{ 8 1!� JJyy t, 1 J +RP d Y V C 'k tr F'I 0 Y. C I W +�a 1 r nn v a� x.r6 f Y 1 p z 0 ,1'4 e n r As7� 9k I 4 4 yy (A dtR , fV a A � a 9 f b d i r' rtY r r ! p b S 11 F xN f 1 t IL e.r Q� Lyman ri Davidson J 'Doole inc. w s .r �Y� y , , f d d � � J y d� 0 F ° y 0 Z r ti Y rY i I . t AHCA COMMENTS .,;': 2 /2 /04 1 IJ 1. 0 n G� WO z David A. Burger, PE, 4 « : FL Reg. No. 47146 s 0 I�w � 4 r� Iw m'�;' 0 0 ag. z YY z 0 0 0 w o-4JL l F- Co ,,. z w _ H. Dr� ' �� 0 w W° a 0 P 0 Z z• w - , ILL I U ZD w 0 w x' Q d Central Florida Regional y . o �.'" Hospital 1401 West Seminole Blvd. 0, zF Sanford, Florida 32771 1' Central Florida 0 01 Regional r r Hospital z "� '`, 1401 West Seminole Blvd. Q Sanford, Florida 32771 FIRM*, , 0 PANEL SCHEDULES , 0 W;c n 0 .: 303639.00 t W 0 yc BS � T N. d JEA w J0134t 033196u Z 'ti W r ' CC M 1 /01 /04 , Q a "'ill ARCHITECTURE PLANNING INTERIOR DESIGN EXISTING ELECTRICAL RM. EMERGENCY ELECTRICAL RM. #1 GENERATOR ROOM #1 Fr----------..-�----------------------------------------------- -------------------------------------------- ------------------------------------------� hh I I ------------------------I-------------' -------- XFMR TR i------------ I r-----------1------- ---------------------- -- r----------------------------------------- I------ I i I 50QKVA " SERVICE 1 I I I---� 100A 3P 1 / r-- _________- I I 60 # J., I XI-2 / I 80 125A 3P I I I---___-1---------------- I-------� I I I 1 -III L 70 -- 1 J I I F-------� I I I 1 F---- Fd I---3 4 r --- r--- r-rr�� � _ — — L_ 1_ Lu_ 4000A IVIS I r- 1 r —i r- 1 r' 1 r--_1 r--_1 r_--� I r —_1 r--_1 E —t r- 1 s r- 1 I --I r —1 1 L___ I I I 1 L I N '- I i r- -' i s IATS I I,YJ d ,ATS I I I I I I 15UOKVA I 1480/ 1MAIN I r- _1 O I r� I I I 1 I I I I I I I I I I I I I I I 40 I I IATS 1 I 3 I d I -� I I I I I I I I I I I I I I I I I I I I I I I I I I I GEN. 1 r---ISTING I I I I I �' f I XL1 I L A I I XL I I XEC I I XEL I r- t -� I E01 I I I EC I I IFC 11 EA I I 11 EA I FQ1 11lEQ1 I ES I r ^�' # EXISTING I I 1277 ISWI f(,f I I 1 1 I I I I I XFMR TR I XH I XFMR "fR I c I I r1 XFMR TR XFMR F'-i I XFMR TR I I 1- I I II J l i I I CEC I �_ 3• I FPI 1 I I IBOARDI I HN I I l I I I I I I I I I I I I I I I I I II I I I I CR I I I I I I 100A1 I `�J I 30KVA I I 30KVA `u J I I I I 75KVA I 11 I I II �5KVA1 N 30KVA I 1I I I I I I ) I I(LS) II(E) 1 565KWi [ L' - N� �Z r---, �NZ icR� JLS, , L (ECrJJ 1 L (CR)J L_i )� L_I_J (E�J L� L��� J L )� I I � T" I XFORMER I I I 148U I I I L_ J I I �� L ( N) J �___ I L J L J L J L J L J L_ LJ r---'r r I rl-i- �S r 2 -�I' CR I 1 I I I I I 11 I f_ I I ff f I I I I I I T T T _ G I I I I 1277 N)I L�NLJ 110 L-----� L I (N) I __ J I I _ I (N) I � L-----J I I __� I I I �- 1 1 I I L L----� 3U L ---- J L----J I I �L----J- FIRST FLOOR '� - 80 00 r I I- ---- J 1 I I 110A 3P li TOUTILITY- - - - - - - - - - J 10 L-----------J 20 L------------------------------------ - - - - - _--------------------1 ---- _------- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------� L--------------------------- J I IL ----------------- ------------------------ L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SERVICE #1 1. DASHED LINES REPRESENT EXISTING TO REMAIN. 2. SOLID LINES REPRESENT NEW WORK IN THIS PROJECT, 3. RISER IS SHOWN FOR REFERENCE ONLY. 3-#6 1-#100ND 1"C. LOAD CALCULATIONS FOR 70OKW GENERATOR EXISTING GENERATOR - 70OKW/875KVA®480/277V ® .8PF LIFE SAFETY BRANCH (ATS-EA2, 70A): 30 DAY RECORDED LOAD 10.4KVA X 1.25 = 13KVA CRITICAL BRANCH (ATS-CL, 800A): 30 DAY RECORDED LOAD 8.OKVA X 1.25 = i0KVA NEW LOAD ON ATS-CL IN THIS PROJECT = 19.9KVA CRITICAL BRANCH (ATS-EC2, 250A): 30 DAY RECORDED LOAD 5B.6KVA X 1.25 = 73.25KVA EQUIPMENT BRANCH (ATS-EQ2, 800A): 30 DAY RECORDED LOAD 81.1 KVA X 1.25 = 101.4KVA NEW LOAD ON ATS-EQ2 IN THIS PROJECT = 11.6KVA TOTAL NEW EMERGENCY LOAD = 229.15KVA OR 275.8A NODE C� FAULT CURRENT SCHEDULE SERVICE #1 10 32552 A AVAILABLE (NORMAL) UTILITY TRANSFORMER 20 31102 A AVAILABLE 30 26676 A AVAILA13LE(NORMAL) 40 24879 A AVAILABLE (NORMAL) 50 1752 A AVAILABLE (NORMAL) 60 1020 A AVAILABLE (NORMAL) 70 991 A AVAILABLE (NORMAL) 80 11392 A AVAILABLE (NORMAL) 90 7984 A AVAILABLE (NORMAL) 100 1100 A AVAILABLE (NORMAL) 110 1050 A AVAILABLE (NORMAL) NODE CO FAULT CURRENT SCHEDULE SERVICE #2 15 32552 A AVAILABLE (NORMAL) UTILITY TRANSFORMER 25 30538 A AVAILABLE (NORMAL) 35 29014 A AVAILABLE (NORMAL) 45 13773 A AVAILABLE (NORMAL) 55 13128 A AVAILABLE (NORMAL) 65 28016 A AVAILABLE (NORMAL) 75 26565 A AVAILABLE (NORMAL) 85 4931 A AVAILABLE (NORMAL) 95 3150 A AVAILABLE (NORMAL) 105 1074 A AVAILABLE (NORMAL) 115 1041 A AVAILABLE (NORMAL) 125 15912 A AVAILABLE (NORMAL) 135 11691 A AVAILABLE (NORMAL) 145 1872 A AVAILABLE (NORMAL) 155 1030 A AVAILABLE (NORMAL) 165 995 A AVAILABLE (NORMAL) 175 22589 A AVAILA13LE(NORMAL) 85 19374 A AVAILABLE (NORMAL) GENERATOR ELEC. ELEC. RTAC-1 PLANT EMERGENCY ELECTRICAL RM. #2 ROOM #2 CLOSET UPS ROOM CLOSET ROOF EXISTING ELECTRICAL_ RM. 'A' ROOF 3-#10 1-#10GND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 3/4"C. IF - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ------------ - - - - - - - - - - - - - - - ------------- -----------------I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - --------------------- I------------------------------------------------------------------------- ------------------------------------------------------------------------ ----- ---I r------------------------------------- - - - - - - - - - - - - --------------- I I r--------------------------------------- I---------- IT ---------------I ------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I I I I 1 ----------------------------------------------- ---------------------------------- -----------------------------I----------1----------------____------- ---------------- I 4- #2 1- #6GND ---------- --------------- -I--------------------------- ^ ------------------------- ------I 1 1/2,C. r ------------i T-CECCATH 3 I I I I I O I I I I I I i i j--�� UKVAF L 0KVAs� i 30KVA 1 1 1 1 i i l i i i --- ------ I I 1, i LAB NMSB I I I I I I I I r I I I I I I 50UKVA I I I I I I I ___---____-- 4-1/0 55 I I I I (" 5ERVICEI I l I I I I I r---__- i I__---- 1 I-t---------� 1 1-1/OGND 2"C. 1 UPS i,-------I I I I 1 1 I r---------+-1-- _---- -- I r--- I I r----- r---- i I r----� 1 1 1 - 1 I — I I I 1 f--- -r I I 35 I F---- -1 , I I I I I I I I I I I I I I I 115 i I I #2 I I I s� NDPL N 165 135 I I 1125 I I 185 I - 1 I - 9 r --- ,'-rfi i �) ti L_ L 1QS I LL 1 150AI I 1 F-- a L_L_ _ NNH3 N -1-- -11- -- I V- -- I-- �1- 1_ 2500A , r___ r___1 r--- 1 i i r- 1 r _1I- ir---11 rl- i-i r -�1 I- I -I C I I 1800A1 UTPUT r r-- 1 14 I () r- i r- -i r- I r-- 1 r- -1 r-----I r---- i t----1 r-- I r -I -i r- 1 1 I 8 I I I .-� I I 225AI I NEAL I I NEAR 11 b IATS I NECL I I I I a I NEQHII I d 18E�Q02 ATS I I I d IATS I I BYPASS, i IWOA IMRI/CTI IMRI CTI 1225AI I NNL3 I I NNL3 I INNL3A I I INECL3AI INECL3 I INECL3 I INECL3 I INECL3BI INECL3CI INEQH31 INEQL31 INEAL31 I I 1500KVA 1480/ I I 250AI I I I I I I I I I I 1800A I II 80OAi GEN. 2 I I / SEC. 11 1 11 I I I SEC. 1 1 1 SEC. 21 I SEC. 1 1 1 SEC. 21 1 225A 11100A 11150A I 1100A 1 1 1 UOA r--------� I `277 I I I I I 11 OOA I I 70A l i iEA2 1225AI I I, 1EC2 I 11 1 I 1 1 1CL �_� # I I I 8d0A1 I I U- 130UKVAi 1 600A I I I I SEC. 2EXISTING I 1 l U-� I XFMR TR XFMR TR 70A I I XFMR TR I NECH I 260A1 �-N A I NES I 800A ^� L____J 11 UPS I I I 1225A I I 1 170A 1 I '-1 I I I I I I I 11 I I i i I I i I 1 I I N I I I I I I I I I I )t 1 I I I UPS I I I I I I 11225A I I 11 1225A 1 1 225A 11225A 1 1225A 11 225A I I 1 1 I I I I I �� FPL I I( ) i 800A 1 5KVA L_ J L�CR�J 30KVA L�CR J L—I—J(LS) ��CR� �KVA �25OA I I- CR 1 150A I L_I_ J EQ 112004I L J 1200A I 700KIV 800A I I I 1 I I 1 I i N I I I I I I I i I I 11 1 1 AlI 1 1 I 1 I i I I N A 100A J —1— ( ) L_ J ) L_ J —1— ) I / �800AlIWPUT �____J L_�N�_J t r---, (> ��_ ��_ ,�---- (�-) �_�_Z S_�J �a�, �Ls� LJ XFORMER I I I I I I T— T I I T T —T r- I T- 1 (CR L G I I r__J J I_ J!-- J r---� �_ CR) J i CR) J i CR J CR J CR J f_ CR J L EQ L_ L J FIRST I I I I I I I I I I I ( I I I I I T CR I E L----� �� e (CR) i I X-1 I -_�__ I X-2 I 1 r 5 LJ _ �_ )-1 ( 65 I(E) I 1 `'� I------i-J I I I �__a- 1--------------J �__--�L-----� r 6OA/3P C © NEW PANEL r' r L--- �, ` - - 75 I I 1 OATH LAB 1 45 ----,75KVA,---� 15KVA, 8' CEC FLOOR , , , --; TO �--- 15 1 1 25 i -----L---- 1------------ J i = — FIRST FLOOR t. UTILITY L------- J 1 I 20OA/3P r� 2sets 4-600 1-60OGND �?t��ttr �t'�'"�'•���"'n rA '� �"� f�f�� °� ct��d�' . a;� ,, r� � ,. �r ,s9a,�t+�8"eoaa�s`��^ +�`�e''�:�, .�q �' �, � �", �`*>�13 �s �� �ir�� �� � � � ��,. � �•��t+ ��,��:1�s?�'" � ro:�'°" ta� >�' she .��'� GENERAL NOTES; SERVICE #2 1. DASHED LINES REPRESENT EXISTING TO REMAIN. �k 1. COORDINATE ALL SHUTDOWNS & POWER/CIRCUIT 2. SOLID LINES REPRESENT NEW WORK IN THIS PROJECT. % TRANSFERS WITH CENTRAL FLORIDA REGIONAL HOSPITAL 3. RISER IS SHOWN FOR REFERENCE ONLY.,, 72 HOURS PRIOR TO COMMENCING WORK. 1. THE EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH CIRCUIT PANELBOARDS SERVING PATIENT ROOMS SHALL BE BONDED TOGETHER WITH AN INSULATED CONTINUOUS COPPER CONDUCTOR NOT SMALLER THAN #10. (PANEL CATH LAB, PANEL CEC, PANEL XI-2) PARTIAL RISER WAGRAMS SCALE: NONE KEYED NOTES' 01 CONNECT TO EQUIPMENT DISCONNECT IN CATH LAB #1. REFER TO PANEL SCHEDULES AND GEMS DRAWINGS FOR MORE INFORMATION. �2 PROVIDE A NEW J-BOX (SIZED PER NEC) AND INTERCEPT EXISTING FEEDERS AND EXTENT TO NEW DISCONNECT IN ELECTRICAL ROOM W. WORK CAN NOT BE ACCOMPLISHED UNTIL NEW PANEL 'CEC', TRANSFORMER AND DISCONNECTS ARE IN PI -ACE AND WIRED. �3 EXISTING TRANSFORMER AND ENCLOSED BREAKER SHALL BE REMOVED. WORK CAN NOT BE ACCOMPLISHED UNTiL NEW PANEL 'CEC', TRANSFORMER AND DISCONNECTS ARE IN PLACE AND WIRED. O EXISTING PANEL 'CEC' SHALL BE REMOVED. JUNCTION AND EXTEND EXISTING CIRCUITS TO NEW PANEL 'CEC'. WORK CAN NOT BE ACCOMPLISHED UNTIL NEW PANEL 'CEC', TRANSFORMER AND DISCONNECTS ARE IN PLACE AND WIRED. O5 PROVIDE A NEW SQ D 600V 60A N-1 30 FUSED DISCONNECT WITH 45A BUSSMAN FRS-R-RK5 FUSES, O PROVIDE A NEW SQ D 250V 100A N-1 30 FUSED DISCONNECT WITH BUSSMAN 100A FRN-R RK5 FUSES. O PROVIDE A NEW SQ D 30KVA 480/120-208 30 TRANSFORMER. TRANSFORMER TO BE SUSPENDED FROM CEILING, REFER TO DE -TAIL ON SHEET E401 FOR MORE INFORMATION. O8 PROVIDE 1-#6 COPPER GROUND, 3/4"C. TO GROUNDING ELECTRODE AND CONNECT TO BUILDING STEEL AND COLD WATER. 90 PROVIDE A NEW SQ D NQO 42 CIRCUIT 120/208 30 MLO PANEL TO REPLACE EXISTING PANEL 'CEC'. REFER TO PANEL SCHEDULES AND RENO SHEET FOR MORE INFORMATION. Avg a,u:..,.... 1 am PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 " 407.246.1688 - EB 3089 p 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, JOBit arrangements, methods or plans shall be used by or disclosed to any person, firm or 03319 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. z Q z 0 W m a w m 0 F- 0 z in FF. W 0 ❑ 0 iY 4 W rY W Lyman Davidson Dooley, Inc. 0 �w David A. Burger, PE, FL Reg. No. 47146 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 PARTIAL RISER DIAGRAMS 303639.00 BS JEA S gj to SIR ray 1 /01 /04 CUSTOMFR THESE DRAWING ARE PROVIDED TO ASSIST YOU IN PREPARING THE ROOM FOR INSTALLATION OF EQUIPMENT ACQUIRED FROM GE MEDICAL SYSTEMS, AND ARE NOT TO BE USED AS CONSTRUCTION DOCUMENTS. GE MEDICAL SYSTEMS RESERVES THE RIGHT TO MAKE CHANGES IN THE DRAWINGS OR SPECIFICATIONS SHOWN AT ANYTIME WITHOUT NOTICE OR OBLIGATION, AND HEREBY DISCLAIMS RESPONSIBILITY FOR ANY DAMAGES RESULTING THEREFROM. ALL REQUIREMENTS FOR THIS EQUIPMENT ARE NOT NOTED ON THIS SHEET. IT IS SUGGESTED THAT THESE DRAWINGS BE REVIEWED BY QUALIFIED PROFESSIONALS WHO CAN ASSIST WITH MAKING DECISIONS REGARDING RADIATION CONTAINMENT, MAGNETIC FIELD CONTAINMENT, ELECTRICAL, STRUCTURAL AND MECHANICAL REQUIREMENTS. ALTHOUGH THE EQUIPMENT MAY BE INSTALLED IN AN EXISTING ROOM OF SIMILAR FUNCTION, REQUIREMENTS STILL NEED TO BE CHECKED. - SITE PROGRESS CHECKLIST - ❑ REVIEW EQUIPMENT ORDER FOR EXACT ITEMS PURCHASED. OPTIONAL/ - FUTURE ITEMS NOT ON ORDER MAY BE INDICATED ON THESE PUNS. ❑ ALL ROOM DIMENSIONS ARE CRITICAL! IMMEDIATELY CONTACT GE MEDICAL SYSTEMS IF CHANGES OCCUR OR DIMENSIONS ARE NOT CORRECT. ❑ CONTACT A RADIATION PHYSICIST OR CONSULTANT TO SPECIFY REQUIREMENTS FOR RADIATION CONTAINMENT. ❑ PROVIDE A LOCKABLE EQUIPMENT HOLDING AREA CLOSE TO THE INSTALLATION FOR STORING TOOLS AND TEST EQUIPMENT. ❑ MAKE SURE A DUST FREE, TEMPERATURE AND HUMIDITY CONTROLLED ENVIRONMENT IS AVAILABLE FOR STORING THE EQUIPMENT IF YOUR SITE IS NOT READY FOR INSTALLATION AT THE TIME OF DELIVERY. ONCE THE SITE IS PREPARED, YOU ARE THEN RESPONSIBLE FOR DELIVERING THE EQUIPMENT TO THE SITE. ❑ MAKE ARRANGEMENTS FOR ANY RIGGING, SPECIAL HANDLING, OR FACILITY MODIFICATIONS THAT MUST BE MADE IN ORDER FOR THE EQUIPMENT TO BE DELIVERED TO THE INSTALLATION SITE. IF DESIRED, YOUR LOCAL GE TEAM REPRESENTATIVE CAN SUPPLY A REFERENCE LIST OF RIGGERS. �� DRAWING N D E X rl-j P1?E-1N,511AA1AT10N CHECKLIST EQUIPMENT LAYOUT STPUCTUIFAL LAYOUT STRUCTURAL DETAILS ELECTRICAL LAYOUT ELECTRICAL SPECIFICATIONS ELECTRICAL DL-TA k S EQUIPMENT DETAILS C1 Al sl 52 El L-2 L-J THPU L-4 D 1 THRU D2 THESE SHEETS AREA DOCUMENT SET AND SHOULD NOT BE SEPARATED FACILITIES COORDINATOR CONSTRUCTION COORDINATOR FACILITY PLANNING IS TO BE COMPLETED WELL IN ADVANCE OF EQUIPMENT DELIVERY. THESE DRAWINGS NEED TO BE REVIEWED FOR ELECTRICAL, STRUCTURAL AND MECHANICAL REQUIREMENTS AS WELL AS CONTAINMENT NEEDS (E.G. RADIATION, MAGNETIC FIELDS, RADIO FREQUENCY) TO DETERMINE_ ANY ADDITIONAL CONSTRUCTION REQUIREMENTS OR MODIFICATION TO THE FACILITY. - SITE PROGRESS CHECKLIST - ❑ MAKE SURE THE ROOM MEETS POWER AND GROUNDING REQUIREMENTS INDICATED IN THE EQUIPMENT SPECIFICATIONS AND SUGGESTED I AYOUT. ❑ THE FOLLOWING MUST BE INSTALLED PRIOR TO EQUIPMENT INSTALLATION AS DEPICTED ON THE ELECTRICAL PLAN (SHEET E1). ❑ A DEDICATED DIRECT--DISTANCE-DIALING, VOICE GRADE TELEPHONE LINE. ❑ EITHER A SEPARATE TELEPHONE DATA LINE OR NETWORK CONNECTION AS SHOWN ON SHEET E1. ❑ MAKE SURE ALL CONSTRUCTION WORK HAS BEEN COMPLETED BE -FORE THE EQUIPMENT DELIVERY AND INSTALLATION BEGINS. ❑ MAKE SURE THE ROOM'S ENVIRONMENT IS CLEAN AND FREE OF DUST. ❑ IF REQUIRED, HAVE STAMPED ARCHITECTURAL PLANS ON SITE. ❑ PROVIDE AN ACCEPTABLE UNLOADING AREA WITH CLEAR ACCESS TO THE EQUIPMENT HOLDING AREA. COORDINATE DELIVERY ROUTE WITH YOUR LOCAL GE REPRESENTATIVE. ❑ ON NEW CONSTRUCTION, MAKE SURE THERE ARE CLEAN REST ROOMS, POWER FOR DRILLS AND OTHER TEST EQUIPMENT, AND THE CAPABILITY FOR FILM DEVELOPMENT. ❑ PROVIDE FOR REFUSE REMOVAL AND DISPOSAL. (E.G. CRATES, CARTONS, PACKING) ❑ PROVIDE INSTALLER WITH PARKING CLOSE TO THE INSTALLATION SITE. ❑ MAKE SURE ALL NATIONAL, STATE AND LOCAL CODES ARE MET. ❑ ALL REQUIRED PERMITS ARE OBTAINED. ❑ WHERE REQUIRED, SEISMIC DOCUMENTATION MUST BE AVAILABLE_ TO THE INSTALLERS. POWER IS CRITICAL FOR EQUIPMENT OPERATION. IF POWER SPECIFICATIONS ARE NOT UPHELD, THE UNIT MAY NOT MEET MANUFACTURER'S SPECIFICATIONS. MEETING CRITICAL POWER REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER/CUSTOMER AND THEIR ELECTRICIAN. ANY DEVIATION FROM THESE DRAWINGS MUST BE COMMUNICATED IN WRITING T0, AND REVIEWED BY YOUR LOCAL GE MEDICAL SYSTEMS SERVICE REPRESENTATIVE PRIOR TO MAKING CHANGES. - SITE PROGRESS CHECKLIST - ❑ MAKE SURE THE SUPPORT STRUCTURES FOR WALL, CEILING, AND FLOOR MOUNTED EQUIPMENT HAVE BEEN INSTALLED ACCORDING TO THE LAYOUT. REQUIRED NUTS, BOLTS, ANCHORS, AND OTHER HARDWARE SHOULD BE AVAILABLE ON SITE. ❑ HAVE CEILINGS, WALLS AND FLOORS FINISHED AND PAINTED, EXCEPT AS REQUIRED BY THE LOCAL INSTALLATION TEAM. (YOUR LOCAL GE TEAM WILL PROVIDE_ YOU WITH THIS INFORMATION.) ❑ MAKE SURE HEATING, VENTILATION, AIR CONDITIONING, PLUMBING AND LIGHTING ARE INSTALLED AND WORKING PROPERLY. ❑ HAVE BASEPLATES INSTALLED ACCORDING TO THE SUGGESTED LAYOUT. (GE WILL ASSIST YOU WITH THIS.) ❑ MAKE SURE THAT ALL WIRES, JUNCTION BOXES, ACCESS FLOORING, RACEWAYS AND CONDUIT HAVE BEEN INSTALLED WITH THE PROPER COVERS, SCREWS AND CHASE NIPPLES ACCORDING TO THE SUGGESTED LAYOUTS. THE FOLLOWING SPECIFICATIONS MUST BE MET: ❑ 10 FOOT PIGTAILS AT ALL JUNCTION POINTS. ❑ NO ALUMINUM OR SOLID WIRES. ❑ ALL WIRING MUST BE THHN OR TFFN STRANDED COPPER THERMOPLASTIC 600 VOLT OR EQUIVALENT, UNLESS OTHERWISE STATED. o GROUNDING IS CRITICAL TO EQUIPMENT FUNCTION AND PATIENT SAFETY. SITE MUST CONFORM TO WIRING SPECIFICATIONS SHOWN ON PLAN. co to IL a z U) U) U) cC vi v, C O r_ U ���p � P `sd 0 0 �) o ® O �— z , C0 aw n- .w�ow O U wQ0(L%Q LJ_J wQ�mz O _ p J O O �Uh a00ZM W ,�wL' m O f!1 O Oa WJ¢O�-'w ID Q U.. Q O��O�W c O ZU' mQF- O z �[ 3nzw� J O OmOW C7V�0—� W � a Eg � — cnwwU�oQ J ~ W L C) v1o I— �ojE�o ����Z �mi- o ¢��� 0 r OuLij �QZ�Qot� F2 F- Q � o Q ___I lC 0 I_� --] LL. O 0 a Q LL- % V) IId U PROJECT REVISION 033672 00 DATE: 12-23-03 DRAWN BY: I LM CHECKED BY: JDR GON/FDO N02515488 ion/fdo dt12-23-03 REVISION HISTORY: cssh1002 GE EQUIPMENT LISTING EQUIPMENT ON ORDER FROM GE MEDICAL SYSTEMS, INSTALLED BY GE MEDICAL EQUIPMENT CROSS REFERENCE CHART SYSTEMS, PER IGON/EDO 2515488 DATED 12-23-03 P = PREAPPROVAL NOTE: LOCAL CONDMONS MAY DICTATE THAT ITWS IDENTIFIED IN THIS CATEGORY SEISMIC C = CALCULATIONS/ OVAL STATUS DE INSTALLED BY OTHERS. S = SPECIFICATIONSONLY QUANTITY ORDERED REFER TO SHEET "D" r.NO *ITEM DESCRIPTION WEIGHT HEAT OUTPUT DERAIL qTRELEC LAN ( -EXISTING/REINSTALL) N0. O 1 17 In, MONITOR ON WALL SUPPORT 52 tlos 204 btu C7614B S77 WBM2 C �Z 1 DETECTOR CHILLER 33 Llos B5049F --- DC S 853 btu ® 2 L❑NGITUDINAL STATI❑NARY RAIL FOR 68 llos 1320 C XT SUSPENSION 041 ® 1 TV M❑NITORS ON BOOM SUSPENSI❑N 595 lb--; 1201 btu B2004 --- WBM1 C WITH XT INBOARD M❑UNTING B2009 �5 1 OMEGA IV/V TABLE WITH R❑TATING TOP 1300 Lb!-- 614 lotu B5037 B50 LU5 C 49M © 1 COUNTERBALANCED EYE AND 167 llos 150 btu B2064 B20 LMP S THYR❑ID SHIELD WITH LAMP 64B O 1 COLOR PRINTER 1054 btu -- S ® 1 POSITIONER CABINET 663 llos 11126 btu B5049E S101 VPE1 C O9 1 INNOVA 2000 POSITI❑NER 1543 llos B5049 --- LC1 C (REFERENCE TABLE BASE -PLATE DETAIL 1167 lotu B5049A FOR FLOOR M❑UNTING INF❑RMATI❑N> B5049B 10 1 DLX DIGITAL CONSOLE AND KEYBOARD 17 llos 870 btu C7412J --- DX2 C 11 1 DLX DIAL❑G DISPLAY 15 llos C741EQ --- S Q 1 DLX KEYPAD 4 lbs C7412H --- S 13 1 ATLAS CABINET 947 lbs B0558 S100 ACAS C 9556 btu 14 1 WATER CHILLER 229 kb!,- 6143 btu M0917A --- CHLR C 15 1 OPERATORS CONSOLE 15 Uos 194 btu A60066 ---- WBC1 C 16 1 ADVANTX VMP 100 GENERATOR 1358 lbs 5119 btu A0721 S11 MP2 C 17 1 CARDIAC REVIEW STATION 123 lbs 1000 btu B5040 --- S THE FOLLOWING ITEMS, WHICH HAVE BEEN ORDERED FROM GE MEDICAL SYSTEMS, ARE TO BE INSTALLED BY THE CUSTOMER OR HIS CONTRACTOR. ©0 1 160 KVA UPS SYTEM 3150 lbs 35601 btu R4502F --- UPS - 51 1 UPS BATTERY CABINET 3152 Lb!.- R4502F1 --- I MAINTENANCE BYPASS PANEL 350 lbs R4504C --- MBP - Q 1 INNOVA MAIN DISCONNECT, REFERENCE 109 lbs 351 btu E4502K --- A - JUNCTION P❑INT 'A' ON SHEET E1 FOR DETAILED DESCRIPTI❑N. CAT NO E4502K (24W x 36H x 11. 2 In. DEEPS ANCILLARY ITEMS CUSTOMER/CONTRACTOR SUPPLIED AND INSTALLED ITEMS ITEM N0. ITEM DESCRIPTION (* INDICATES EXISTING) ❑ 60 m COUNTER TOP WITH BASE CABINETS 61 - COUNTER TOP FOR EQUIPMENT - MINIMUM DEPTH 30 In, OR ADDITI❑NAL SHELVING MAY BE REQUIRED PROVIDE GR❑MMETED ❑PENINGS AS REQUIRED TO ROUTE INTERCONNECT CABLES T❑ RACEWAY BELOW C❑UNTERTOP. 62 W CONTROL WALL TO CEILING WITH LEAD GLASS VIEWING WIND❑W. 63 CABLE DRAPE RAIL, 64 MINIMUM DOOR OPENING FOR EQUIPMENT DELIVERY IS 44 IN. W x 83 IN. H E1118mm x 2108mm7, CONTINGENT ON A 96 IN. E 2438mm] CORRIDOR WIDTH 65 X-RAY ON WARNING LIGHT 66 m MISC. CASEWORK THE FOLLOWING ITEMS ARE AVAILABLE FROM THE GE_ MEDICAL SYSTEMS SERVICE_ DEPARTMENT. CONTACT YOUR LOCAL GE MEDICAL SYSTEMS SERVICE REPRESENTATIVE FOR PRICING AND AVAILABILITY. GENERAL SPECIFICATIONS o THE REQUIRED CEILING HEIGHT INDICATED ON THESE PLANS IS TO ENSURE EQUIPMENT FUNCTION IS NOT INHIBITED. CONSULT WITH YOUR LOCAL GEMS INSTALLATION SPECIALIST REGARDING ACCEPTABILITY OF OTHER CEILING HEIGHTS. o CHECK ALL DOOR OPENINGS AND HALLWAYS FROM DELIVERY LOCATION TO WHERE EQUIPMENT IS TO BE INSTALLED TO ENSURE THE ROUTE PHYSICALLY AND STRUCTURALLY WILL ACCOMODATE THE EQUIPMENT AS SHIPPED. o RADIATION PROTECTION REQUIREMENTS ARE NOT INDICATED ON THIS PLAN, WHERE NEEDED PER NATIONAL OR LOCAL CODE THEY SHALL BE SPECIFIED BY A QUALIFIED RADIOLOGICAL PHYSICIST. o THE DEVELOPMENT OF THE EQUIPMENT LAYOUT, ROOM DIMENSIONS, MECHANICAL AND ELECTRICAL SUGGESTIONS IS PREDICATED UPON THE BEST INFORMATION OBTAINABLE FROM THE SITE, COUPLED WITH THE CUSTOMER'S KNOWN DESIRES. ARCHITECTURAL OR ELECTRICAL CHANGES INCLUDING RELOCATION OF EQUIPMENT ILLUSTRATED ON THIS DRAWING IS ALLOWED ONLY WITH NOTIFICATION, IN WRITING, AND REVIEW BY GEMS SERVICE DEPARTMENT. EQUIPMENT OPERATION, SERVICEABILITY, AND RESTRICTING CABLE LENGTHS, ETC., MAKE THIS ESSENTIAL FOR A PROPER INSTALLATION. GEMS RESERVES THE RIGHT TO MAKE ON THE JOB CHANGES BECAUSE OF CUSTOMER REQUIREMENTS AND/OR OBSTACLES IN CONSTRUCTION, ETC.. o ALL WORK TO BE IN COMPLIANCE WITH NATIONAL AND LOCAL BUILDING SAFETY CODES. o DIMENSIONS ARE TO FINISHED SURFACES OF ROOM SITE ENVIRONMENT SPECIFICATIONS o AMBIENT OPERATING TEMPERATURE: 59 T 9 DEGREES (F), MAXIMUM ALWWA13LL TEMPERATURE CHANGE OF 15 DEGREES F) HOUR. o HUMIDITY: REFER TO PREINSTALLATION MANUAL FOR THE EQUIPMENT ILLUSTRATED ON THIS DRAWING. o ALTITUDE: NOT TO EXCEED 8,000 FT. ABOVE SEA LEVEL. o THE ENVIRONMENT FOR THE ELECTRONICS CABINET MUST BE CONTROLLED SO THE ABOVE RESTRICTIONS ARE NOT EXCEEDED. o DO NOT RESTRICT THE AIR INTAKE AT THE LOWER FRONT OR AIR EXHAUST AT THE TOP OF THE ELECTRONICS CABINETS. MAGNETIC INTERFERENCE SPECIFICATIONS IMAGE INTENSIFIERS MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN 1 GAUSS TO GUARANTEE SPECIFIED IMAGING PERFORMANCE. X—RAY TUBES MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN 10 GAUSS TO GUARANTEE SPECIFIED PERFORMANCE. SYSTEM ELECTRONICS MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN 10 GAUSS TO GUARANTEE_ DATA INTEGRITY. OPERATORS CONSOLE EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN 10 GAUSS TO OBTAIN SPECIFIED GEOMETRIC LINEARITY. ul EL a .. 0 Z V) c 0 0 w 0 4� cn lit 0 D C) -F_j U7 C •o W ® 0 3 I- IR L V� ��JOW w0 0LjjQ ')�p?~p w W Z O in CDozo F- Z p a LLI ��Ew wN¢I- 0am—lam zCD OpL pW W c, N Zz�� pZ zzwyF I 2* n- < o wm�v) 111 0rpw O�W- �ww 'wowo¢ o LL i z o Ea-wcl x� I- �L i)Q 5p �� �QZLLz J Lij z� O� �00M (n Q z a m0ao :2 F� Z: m O --� 0 Q O LL_ O Q 0 L_LJ O LL_ Z_ z cf' u w -D 0 PROJECT REVISION 033672 00 DATE: 12-23--03 DRAWN BY: LLM CHECKED BY: JDR GON/FDO N02515488 gon/fdo dt12-23-03 REVISION HISTORY: e 0 TYPICAL WALL SUPPORT ELEVATIONS S77 PS92 (FINISHED CEILING) (FINISHED CEILING) 15" [381mm] 7.5" \ [191mm] 5r J3n VARIABLE 1 r-4n (FINISHED FLOOR) (FINISHED FLOOR) SUPPORT FOR SUPPORT FOR ANGULATION MONITOR MAINTENANCE BYPASS PANEL. (NOT TO SCALE) (NOT TO SCALE) 5101 S108 (FINISHED CEILING) (FINISHED CEILING) SUPPORT CL — [1' 78mm] `F 34.5" [876mm] 77" [1956mm] 48 8" [1240mm] (FINISHED FLOOR) (FINISHED FLOOR) SUPPORT FOR INNOVA SUPPORT FOR POSITIONER CABINET MAIN DISCONNECT CONTROL (NOT TO SCALE) (NOT TO SCALE) S100 S11 (FINISHED CEILING) (FINISHED CEILING) SUPPORT CL 7" [178mm] � 72" 80" [1829mm] 2032mm] (FINISHED FLOOR) (FINISHED FLOOR) SUPPORT FOR SUPPORT FOR ADVANTX ATLAS/SYSTEMS CABINET GENERATOR CABINET (NOT TO SCALE) (NOT TO SCALE) STRUCTURAL SUPPORT METHODS CUSTOMER/CONTRACTOR SUPPLIED AND INSTALLED ITEMS ITEM NO. ITEM DESCRIPTION 1:1 (* INDICATES EXISTING) 0 SUPPORT BACKING, LOCATE AS SHOWN, REFER TO ELEVATION DETAIL S77, FUR TV MONITOR ON WALL SUPPORT, []2 UNISTRUT OR EQUIVALENT SUPPORT IN CEILING FOR FASTENING STATI❑NARY RAILS. SUPPORTS TO RUN CONTINUOUS WITH NO FITTINGS EXTENDING BELOW FACE OF UNISTRUT CHANNEL, RUN WALL TO WALL, BE PARALLEL, SQUARE, AND IN THE SAME HORIZONTAL PLANE, FLUSH WITH THE FINISHED CEILING. RAILS ARE MOUNTED TO THESE SUPPORTS EVERY 2' -2" AND REQUIRE 350 LBS, C 597 LBS. IN SEISMIC REGI❑NS> PER BOLT LOAD, METHODS OF SUPPORT THAT PERMIT ATTACHMENT TO STRUCTURAL STEEL OR THROUGH DOLTS IN CONCRETE SHOULD BE FAVORED, D❑ NOT USE SCREW ANCHORS IN DIRECT TENSION. CEXISTING/ RELOCATED, REUSE IF ADEQUATE) 30 M >>COMP❑NENTS FLUSH WITH CEILING<< UNISTRUT OR EQUIVALENT SUPPORT IN CEILING FOR FASTENING CABLE DRAPE RAILSUPPORTS TO RUN CONTINUOUS WITH NO FITTING.S EXTENDING BELOW FACE OF UNISTRUT CHANNEL, RUN WALL TO WALL, BE PARALLEL, SQUARE, AND IN THE SAME HORIZONTAL PLANE, FLUSH WITH THE FINISHED CEILING. RAILS ARE MOUNTED TO THESE SUPPORTS EVERY 2'-2' AND REQUIRE 50 LBS. PER BOLT LOAD. METHODS OF SUPPORT THAT PERMIT ATTACHMENT TO STRUCTURAL STEEL OR THROUGH BOLTS IN CONCRETE SHOULD BE FAVORED. DO NOT USE SCREW ANCHORS IN DIRECT TENSION, >>C❑MP❑NENTS BELOW CEILING<< CABLE DRAPE RAIL, UNISTRUT CAT. NO. CPGE55 or EQUIVALENT. TO ORDER CALL UNISTRUT WISC❑NSIN AT 262-796-6710. CEXISTING, REUSE IF ADEQUATE) ® SUPPORT BACKING, LOCATE AS SHOWN, REFER TO ELEVATI❑N DETAIL S92, FOR MAINTENACE BYPASS PANEL. ® AREA OCCUPIED BY GE SUPPLIED OMEGA TABLE BASE © - UNISTRUT OR EQUIVALENT SUPPORTS FOR FASTENING THE OVERHEAD COUNTERP❑ISED SUSPENSI❑N. SUPPORT TO BE LOCATED AS SHOWN. SUPPORT SHOULD RUN C❑NTINUOUS WITH N❑ FITTINGS EXTENDING BELOW FACE OF UNISTRUT CHANNEL, BE PARALLEL, SQUARE, AND IN THE SAME HORIZONTAL PLANE, FLUSH WITH FINISHED CEILING. SUSPENSION REQUIRES 102 Lbs/BOLT SUPPORT, METHODS OF SUPPORT THAT WILL PERMIT ATTACHMENT TO STRUCTURAL STEEL OR THROUGH BOLTS IN CONCRETE CONSTRUCTI❑N SHOULD BE FAVORED. D❑ NOT USE SCREW ANCHORS IN DIRECT TENSION. CEXISTING/ RELOCATED, REUSE IF ADEQUATE> SUPPORT BACKING, LOCATE AS SHOWN, REFER TO ELEVATION DETAIL S101, FOR P❑SITI❑NER CABINET. ® SUPP❑RT BACKING, LOCATE AS SHOWN, REFER TO ELEVATION DETAIL S106, FOR MAIN DISCONNECT CONTROL. ❑ 9 AREA OCCUPIED BY GE SUPPLIED P❑SITI❑NER BASEPLATE 10 SUPPORT BACKING, LOCATE AS SHOWN, REFER TO ELEVATION DETAIL S100, FUR ATLAS CABINET. 11 SUPPORT BACKING, LOCATE AS SHOWN, REFER TO ELEVATION DETAIL S11, FUR GENERATOR CABINET 12 m EXISTING GRID co to STRUCTURAL NOTES o ALL STEEL WORK AND PARTS NECESSARY TO SUPPORT CEILING MOUNTED TUBE HANGER OR OTHER EQUIPMENT ARE TO BE SUPPLIED BY THE CUSTOMER OR HIS CONTRACTORS. THE UNISTRUT OR EQUIVALENT STRUCTURE SHOULD RUN CONTINUOUS WITH NO FITTINGS V) EXTENDING BELOW FACE OF UNISTRUT CHANNEL, RUN WALL TO WALL, BE PARALLEL, SQUARE AND IN THE SAME HORIZONTAL PLANE FLUSH WITH FINISHED CEILING. THE SYSTEM IS TO BE CROSS BRACED VERTICALLY, HORIZONTALLY AND DIAGONALLY TO ALLOW `® NO MOVEMENT AND A MAXIMUM OF 1,58mm(1/16") DEFLECTION. (10) 12.7mm (1/21 DIA. x 3%lmm (1 1/21 LONG BOLTS Wr H UNISTRUT 12.7mm (1/2' NUTS WrH SPRINGS ARE � TO BE PROVIDED BY CUSTOMER OR HIS CONTRACTORS FOR EACH STATIONARY AND AUXILLARY SUPPORT RAIL CLOWRE STRIPS SHALT. BE PROVIDED FOR AREAS OF UNISTRUT AND WHOUT MOUNTING UNITS. , o METHODS OF SUPPORT FOR THE STEELWORK THAT WILL PERMIT ATTACHMENT TO STRUCTURAL STEEL OR THROUGH BOLTS IN CONCRETE CONSTRUCTION SHOULD BE FAVORED. DO NOT USE CONCRETE OR MASONRY ANCHORS IN DIRECT TENSION. o ALL UNITS THAT ARE WALL MOUNTED OR WALL SUPPORTED ARE TO BE PROVIDED WITH SUPPORTS WHERE NECESSARY. WALL SUPPORTS ARE TO BE SUPPLIED AND INSTALLED BY THE CUSTOMER OR HIS CONTRACTORS. SEE PLAN AND DETAIL SHEETS FOR SUGGESTED LOCATIONS AND MOUNTING HOLE LOCATIONS. o ALL CEILING MOUNTED FIXTURES AIR VENTS, S R N, LERS, ETC. TO BE FLUSH MOUNTED, OR SHALL NOT EXTEND MORE THAN 6,35mm (11%4) BELOW THE FINISHED CEILING. o CONTROL W6LLS WITH TUBE HANGER PASSAGE ABOVE SHALL BE CONSTRUCTED TO 2130mm (7 —0") HIGH. o FLOOR SLABS ON WHICH EQUIPMENT IS TO BE INSTALLED MUST BE LEVEL TO 3,17mm (1/8") in 3050mm (10'-0") o DIMENSIONS ARE TO FINISHED SURFACES OF ROOM. cr, c O U �c a o c O d o ® OJE F- r Le I :2 Z 0 I- 0 CL a U W pU) 0 0 Q q MOZo6 Q 0ZCL LLI :2 w�0 O W J Q O 0'<m I� CDO°LuLq9W Q zC.9in N O� - z w U U F J m�� Q IO- In�Q2� 0 0o w F- J Lmww =�Q (� z o vi J WOE` �p o 1=- ( 7) A LL- I- '3 �NLu � T z z J � �QrarQUm W QLLLIU Q z p �< j2U) s 2 F-¢zo¢W O-� 0 - 1 < O -�-- LL 10 ry < In-- hI ry LL Q F� F- ca L_J C) PROJECT REVISION 033672 00 DATE: 12-23-03 DRAWN BY: LLM CHECKED BY: JDR CON/FDO N02515488 gon/fdo dtl i-23-03 REVISION HISTORY: e r SUPPORT DETAIL 820-041 XT RADIOGRAPHIC SUSPENSION, INBOARD MOUNTING WV. DAW-- 09/22/94 WHEN FOF VERTICALLY DOWNWARD RR HORIZONTALLY VERTIJCALLY UPWARD4 A'Tg]ANY STATIONARY �CE IS LIED AT ANY CABLE DRAPE RAIL MOUNTING RAIL MOUNTING POINT, THE ATTACHMENT POINT, THE ATTACHMENT INTERFACE MIDST INTERFACE MUST NOT DEFLECT MORE NOT DEFLECT MORE THAN .06" [1.5mm] THAN .06" [1.5mm] WHEN A 350 LB. [159Kc1] FORCE IS APPLIED VERTICALLY DOWNWARD, OR HORIZONTALLY AT ANY STATIONARY RAIL MOUNTING POINT, THE ATTACHMENT INTERFACE MUST NOT DEFLECT MORE THAN .06" [1.5mm] 26" [660mm] —/ .06" [1.5mrn] TYPICAL CABLE DRAPE RAIL MOUNTING POINTS. STATIONARY RAIL MOUNTING POINTS MUST BE PARALLEL WITHIN ± .13' [4mm] ALL MOUNTING POINTS MUST LIE IN THE SAME HORIZONTAL PLANE WITHIN ± .09" [2.3rnrn] REFERENCE GE SITE SPECIFIC LAYOUT FOR THESE DIMENSIONS. DIAGONALS MUST BE EQUAL IN LENGTH TO WITHIN ± .25" [6mm] EACH MOUNTING POINT MUST BE WITHIN 06 [1.5mrn] OF THE HEIGHT OF THE ADJACENT POINT. wims-vil, ma A XT RADIOGRAPHIC SUSPENSION, INBOARD MOUNTING SUPPORTS AS REQUIRED REFERENCE GE SITE SPECIFIC STRUCTURAL LAYOUT FOR THESE DIMENSIONS. P1001 CEILING HEIGHT AS SPECIFIED [------ CABLE DRAPE RAIL, CPGE55 WITH ON INSTALLATION DRAWINGS. ON AND STOPS. (NOT SUPPLIED BY GE MEDICAL SYSTEMS.) CONTRACTOR SUPPLIED AND INSTALLED "UNISTRUT" P1001 OR EQUAL FLUSH WITH FIN. CEILING, (SEE SPECIFICATION) it STATIONARY RAIL B20-042 DATE: i, , ► �-- CONTRACTOR SUPPLIED & INSTALLED FINISHED CEILING RAIL MIDST BE SUPPORTED BY A .5" [13mm] BOLT EVERY 26" [660mrnj,. MAXIMUM LOAD PER BOLT (CEILING &SUPPORTS MUST IS 350 LBS [159Kg]. HOWEVER, EACH MOUNTING BOLT MIDST NOT 'PULL OUT" OR OTHERWISE CONTRACTOR NOT EXTEND BELOW FACE OF SUPPLIED urJISTRUT) FAIL UNDER A VERTICALLY DOWNWARD DEAD LOAD OF 1400 LBS [635Kg]. UNISTRUT SPRING NUTS —w— GE SUPPLIED LONGITUDINAL UNIIISM SYSTEM IS NOT SIJPPUED 0R UNISTRUT SYSTEM IS NOT SUPPLIED OR WITH BOLTS STATIONARY RAIL INSTALLED BY GENEIK ELECTMC MEDIA SYS11EMS. INSTALLED BY GENERAL ELECTRIC MEDICAL SYSTEMS. DETAIL NOT TO SCALE DETAIL NOT TO SCALE FLOOR MOUNTING INNOVA 2000/0ME"GA V LONG TABLE INSTALLATION B5049M WV. DAV-- 10/15/03 22.5" THROUGH —BOLT MOUNTING OPTIONS [572mm] gyp= (4) FOUR PRIMARY -�F MOUNTING HOLES X = 25.2" [640mm] , , 17.53" 7 12 MOUNTING HOLE CIRCLE [445.3mm] Y . 2163" [549mm] PLATE DIAMETER o = (4) FOUR ALTERNATE 23.5" [597mm] DIAMETER 1.48"_ MOUNTING HOLES 9" [228mrn] I.D. 9" [228mm] I.D. 8 C.G. [3m] DO NOT USE IN * .75"-1Ox20 [19rnm-10x2O] THRU—FLOOR .75"-1Ox20 [19rnm-1Ox2O] THRU—FLOOR Q� SEISMIC ZONES 3 & 4 GRADE 5, THRU BOLT OPENING POSTTIONER BASEPLATE TABLE BASE GRADE 5, THRU BOLT OPENING POSITIONER BASEPLATE 1" [25mm] TABLE BASE Z = 27.56" [700mm] 0. * WASHER * WASHER _ -� THICKT,* .25" [6mm] —� GROUT, .25" [6mm] THICK an X X THICK BASE PLATE * ° 44mm °— , [ ] FURNISHED BOLTS WILL a ° " FURNISHED BOLTS WILL " " „ ACCOMMODATE FLOORS ACCOMMODATE FLOORS 42 13.29 16.75 [1067mm] 3.15" [336mm] [425mm] 8" 'To t 7" THICK 4. 8" ro 17" THICK ri i [80mm] Y * .75" [19rnm] NUT j .75' [19rnrn] NUT —� BOLT "A" TABLE PIVOT POINT o o 4" x 4" x .5" THIS BOLT NOT USED CUT OFF END OF BOLT IF CUT OFF END OF BOLT IF [102mm x 1021rim x 'I 3rn[n] INTERFERENCE OCCURS CYLINDRICAL OPENING AS REQUIRED INTERFERENCE OCCURS STEEL PLATE WITH ON GRADE FLUSH BENEATH THE FLOOR STEEL SPACERS THRU FLOOR BENEATH THE FLOOR (12) MOUNTING HOLES — o _. FLOOR FITTING OPENING AS REQUIRED THRU FLOOR ISOCENTER [152.4mm] STEEL REINFORCING, PROVIDED BY CABLE ACCESS 5" x 10" CUSTOMER OR HIS CONTRACTOR 11 DIA. [279mm] OPENING IN [127mm x 254mm] BASEPLATE 44.32„ � [1126mm] _� RECOMMENDED AREA FOR MINIMUM r PAN CONSTRUCTION SLAB CONSTRUCTION 50.35" 8" [203mm] THICK CONCRETE SLAB [1278mm] •FURNISHED BY OW AS FUIRNIISHED BY OW AS 18" 57.32" PIRT OF W + PINT OF INSUMLMM Krr [457mm] [1456mm] 62.32" [1583mm] 9o" ANCHOR BOLT MOUNTING OPTIONS 12=09NER BASEPLATE [2286mm] DETAIL NOT TO SCALE ME F3A5 I I" [279mm] DIA. OPENING _ 11 [279mm] DIA. OPENING — IN BASEPLATE IN BASEPLATE * ANCHOR BOLT *ANCHOR BOLT POSITIONER BASEPLATE POSITIONER BASEPLATE * TABLE BASE * WAS � GROUT, .'L5" [6rnm] THICK *WASHER —.` � GROUT, .25" 6rnm THICK TABLE BASE WARNING! ! THE RELATIONSHIP BETWEEN THE TABLE BASE ,� �— [ ] _ AND THE POSITIONER BASEPLATE IS CRITICAL. f a9 ° ° '' a PRIOR TO DRILLING MOUNTING HOLES CONTACT LOCAL ° G.E. MEDICAL SYSTEMS INSTALLATION SPECIALIST OR FLUSH FLOOR FITTING * FLUSH FLOOR DUCT REFER TO ELECTRICAL PLAN FOR LOCATION 9" [228mrn] DIA. OPENING AS REQUIRED " OPENING THRU FLOOR THRU FLOOR LEAD FIELD ENGINEER TO VERIFY THAT THE PROPER MINIMUM 8" [ OF SU 203mm] TO ACCOMMODATE MINIMUM 8 [2ACCOMMODATE EMBEDMENT OF SUPPLLIED ANCHORS. FULL SIZE FLOOR MOUNTING TEMPLATE IS USED. EMBEDMENT OF SUPPLIED ANCHORS. ON GRADE CONSTRUCTION ABOVE GRADE CONSTRUCTION MEDICAL GAS FLOOR EXIT LOCATIONS cm �m s Pi W OF KIT P11W OF IIINSWAM pT SEE ABOVE FOR DISTANCE TO ISOCENTER , NOTE: JOISTS MUST BE SPANNED WITH STEEL REINFORCING. SIZE AND THICKNESS OF STEEL REINFORCING ARE DETERMINED BY THE ACTUAL PAN CONSTRUCTION ON SITE, STEEL PLATES, CHANNELS OR BEAMS MAY BE USED. NOTE: DETERMINE THE POSITION OF THE "REBARS IN THE CONCRETE FLOOR SO ANCHOR HOLES WILL NOT RUN u INTO THEM. w TABLE BASE WM' 80LTM LY FOR TW t /U OF TE ADD T o _ TABLE CL HARDENED BOLTS AND 4" x 4" [102mm x 102mm] STEEL PLATES TO BE USED ARE SUPPLIED BY GE CO. MSG AS 9.19" INDICATED ON THE ACTUAL DETAIL DRAWING. BE ADVISED, HOWEVER, THAT ADDITIONAL SUPPORT STRUCTURES: STEEL [233mm] BEAMS, PLATES, CORE BORING OF MOUNTING HOLES, ETC., ARE TO BE SUPPLIED AND INSTALLED BY THE CUSTOMER 0 21"MAX OR HIS CONTRACTOR. [533mm] ALTERNATE AREA FOR NOTE: IF THRU BOLTING IS NOT POSSIBLE, FLOOR ANCHORS CAN BE USED IF APPROVED BY CUSTOMERS STRUC- O [305mm] PHYSIO. OR MED. GASES TURAL ENGINEER. FOR ON GRADE INSTALLATIONS, MOUNTING KIT CAT. NO. SHOULD BE ORDERED. a 12" [305mm] HEIGHT ANCHORS INCLUDED IN KIT SHOULD BE APPROVED BY CUSTOMERS STRUCTURAL ENGINEER. RESTRICTION IN THIS AREA TOTE: BASEPIATES MUST FEE L.EM WHIN 1/3r [0.79mm] RECOMMENDED AREA FOR I� „ — RECOMMENDED AREA FOR 6"MAX. , , ~o , , AS REQ'D P21" [ MED GASES ALTERNATE AREA FOR 6„ ,- z 21533mm HEIGHT PHYSIO. OR MED. GASES ' ' % 9 PHYSIO. OR M D. GASES [152mm] RESTRICTION IN]"THIS AREA 12" [305mm] HEIGHT [152mm] [228mm] 21" [533mm] HEIGHT POSITIONER DOLT FORCES FOR WORST CASE CONDITIONS OMEGA TABLE DOLT FORCES FOR WORST CASE CONDITIONS RESTRICTION IN THIS AREA 9 16.4 „ , RESTRICTION IN THIS AREA � [229mm] TABLE [416mm] f- TABLE BASE LOADS BOLT "TENSION (AT BOLE "A") LOADS MAXIMUM TENSION = 881 Ibs. [400 Ky] PIVOT HORIZONTAL ACCELERATION = 625 Ibs. [284 Kg] BOLT TENSION BOLT SHEAR SIDE VIEW CIL PLAN VIEW VERTICAL ACCELERATION = 209 Ibs. [95 Kg] BOLT SHEMRS U SHEAR -ARM LOCOKED)lbs[54 Kg]/BOLT MAXIMUM TENSION = 1938 Ibs. [880 Kg]/BOLT MAXIMUM SHEAR = 407 Ibs. ['185 Kg]/BOLT DETAIL NOT -1-0 SCALE PART OF TW =MIT SIT WO ON SMELT Cl AND SHM NOT BE SEPARATED r C O U Q� C t2 O 4-1 U) C) b ` ® � O J a�u o�r~i Ej s'Ja c wot�jLd cl In 50 ozo� LL 1 IC) Q w s �u�V V JF= W U� CD p p w p p w CDzom Qi�_c �- N ~���reZ �� zwF_ J O WLL7�f� o�� Ld ~ f Z O V (n C7! t q�J r �JLd o� Lid C) Ld D_ > . CL D_ C3 V) � V 0 LnvzLLI = J V) �OU) wu<(D V) �o O I- 7-1 Q?F-<M C Q O Q 0 0 LL O 0 W O [L I � Q � cn W u PROJECT REVISION 033672 1 00 DATE: 12-23-03 DRAWN BY: LLM CHECKED BY: JDR CON/FDO N02515488 gon/fdo dt12-23-03 REVISION HISTORY: SHEET S2 '-0" SCALE: 1 A = 1 FINISHED CEILING DC: 1� (D I N FINISHED IrLOOR - 18" x 3 1/2" SURFACE WALL DUCT _ 10" x 3 1/2" DUCT ABOVE CEILING MPlIMP21 (VPE 0'-10" 18" x 3 1 /2" SURFACE WALL DUCT FINISHED CEILING FINISHED L- 18"x3" TRENCH DUCT CND. AS REQ'D. ELECTRICAL PLAN ELECTRICAL OUTLET LEGEND DUCT HATCHING LEGEND Tit AAA IHSTPaM I 6FIT FLlDQR BY LOG& OWES tmms ABOVE CEILING DUCT UNDER FLOOR DUCT DUPLEXHOSPITALDEDICATED OUTLET SINGLE PHASEMADE. qp POWER TRENCH DUCT (FLUSH FLOOR) ® DEDICATED TELEPHONE L1NE(S) (SEE ELECTRICAL DETAIL ELEC-1 OR EL.EG-67) SURFACE FLOOR DUCT NETWORK OUTLET " ABOVE CEILING CONDUIT (SEE ELECTRICAL DETAILS ELEC-83 AND ELEC-84 OR ELEC-87) BELOW FLOOR CONDUIT FEEDER TABLE REV. DATE- 11/12/03 � o CALCULATIONS BASED UPON NOMINAL VOLTAGE, WIRE SIZE IN AWG. o RECOMMENDED FEEDER SIZES FROM DIST. TRANS. TO ROOM DISCONNECT. CALCULATIONS ARE AT NOMINAL VOLTAGE BASED UPON MAXIMUM 1/0 WIRE SIZE FROM ROOM DISCONNECT TO POWER CABINET WITH A MAXIMUM RUN OF 25 FT. o NEUTRAL MUST BE TERMINATED INSIDE THE MAIN DISCONNECT PANEL AND NOT AT ANY GE CABINET. c THE GROUNDING CONDUCTOR () WILL BE OF SAME SIZE AS THE FEEDER WIRES WITH A 1/0 MINIMUM. THIS GROUND WILL RUN FROM THE EQUIPMENT BACK TO THE FACILITY POWER SOURCE/MAIN GROUNDING POINT AND ALWAYS TRAVEL IN THE SAME CONDUIT WITH THE FEEDERS AND NEUTRAL o * MINIMUM WIRE SIZE FOR CIRCUIT BREAKER, BASED ON RECOMMENDED OVERCURRENT PROTECTION. o FOR A FULL SYSTEM UPS, REFER TO ELECTRICAL DETAILS FOR UPS FEEDER WIRES. RUN LENGTH POWER SUPPLY VOLTAGE IN FEET 324-396 1 342-418 360-440 378-462 396-484 414-506 432-528 360 380 400 420 440 460 480 50 k1/0 (1/0) "/0 (1/0) *1/0 (1/0)*1/0 (1/0)*1/0 (1/0) *1/0 (1/0 -1/0 (1/0) 100 *1/0 (1/0) *1/0 (1/0) *1/0 (1/0) *1/0 (1/0) *1/0 (1/0) °1/0 (I/0, *1/0 (1/0) 150 3/0 (3/0) 2/0 (2/0) 2/0 (2/0) 1/0 (1/0) 1/0 (1/0) « 1 /0 (1 /0 * 1 /0 (1/0) 200 4/0 (4/0) 4/0 (4/0) 3/0 (3/0) 3/0 (3/0) 2/0 (2/0) 2/0 (2/0) 1/0 (1/0) 250 300M (300M) 300M (300M) 250M (250M) 4/0 (4/0) 3/0 (3/0) 3/0 (3/0) 3/0 (3/0) 300 400M (400M) 350M (350M) 300M (300M) 250M (250M) 4/0 (4/0) 4/0 (4/0) 4/0 (4/0) 350 600M (600M) 500M (500M) 400M (400M) 350M (350M) 300M (300M) 250M (250M) 4/0 (4/0) 400 700M (700M) 600M (600M) 500M (500M) 400M (400NI) 350M (350M) 300M (300M) 300M (300M) CND. AS REQ'D. TO DUCT ONE 1" CND. TO DUCT EXISTING CEILING HEIGHT = 9'-5' JUNCTION POINT NOTES o ALL JUNCTION BOXES, CONDUIT, DUCT, DUCT DIVIDERS, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLIED AND INSTALLED BY CUSTOMERS ELECTRICAL CONTRACTOR. o CONDUIT AND DUCT RUNS SHALL HAVE SWEEP RADIUS BENDS o CONDUITS AND DUCT ABOVE CEILING OR BELOW FINISHED FLOOR MUST BE INSTALLED AS NEAR TO CEILING OR FLOOR AS POSSIBLE- TO REDUCE RUN LENGTH. o ALL DUCTWORK MUST MEET THE FOLLOWING REQUIREMENTS: 1. DUCTWORK SHALL BE METAL WITH DIVIDERS AND HAVE REMOVABLE, ACCESSIBLE COVERS. 2. DUCTWORK SHALL BE CERTIFIED/RATED FOR ELECTRICAL POWER PURPOSES. 3. DUCTWORK SHALL BE ELECTRICALLY AND MECHANICALLY BONDED TOGETHER IN AN APPROVED MANNER. 4. PVC AS A SUBSTITUTE MUST BE USED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES. o MR MAGNET ROOMS REQUIRE THAT ALL DUCTWORK, DIVIDERS, ACCESS FLOORING BE NON—FERROUS METAL TYPE. r NOTE: USE EXISTING DUCT/CONDUITS WHERE POSSIBLE. ADDITIONAL DUCT CONDUIT RUNS MAY BE NECESSARY IF EXISTING SYSTEM IS INADEQUATE IN SIZE AND/OR LOCATION FOR THIS INSTALLATION. VERIFY EXISTING SIZE AND LOCATION. A _ RML1 ONE 2 1/2" CND. EQUIP CATH TO DUCT ROOM)(;� TO LAB FINISHED CEILING BM TRENCH DUCT FINISHED FLOOR FINISHED C FINISHED (verify if exist) FINISHED CFIIING FINISHED FL( 10" x 3 1 /2" n11(`T ABOVE CEILING exist) LOW new, 18" x 3 1/2" SURFACE WALL DUCT 18" x 3 1/2" SURFACE WALL DUCT (verify if exist) REMOTE LOCATION UPS LC1 13.67; DD H L TW C new, 6" x 3" TRENCH DUCT "—CND. AS REQ'D. TO 480—V, 3 0 POWER, 250—AMP. CONDUIT AS REQUIRED 7'-3„ ONE EMPTY 2 1/2" CND., BELOW FLOOR, FOR WATER LINES LU 5 W J I¢- ~ 0 V U a. _71/4'-2 5/16", ONE 1/2" CND. TO DUCT L ONE 1/2" CND. 10" x I'i 1/2" —DUCT ABOVE CEILING (verify if exist) 0'-10" RDS1 1'-5" FLORIDA ELECTRICAL NOTES ALL EQUIPMENT MUST HAVE REDUNDANT GROUNDING PROVIDED BY THE ELECTRICAL CONTRACTOR. ALL NIPPLES REQUIRE GROUND STUDS. ALL DUCT WORK REQUIRES GROUND JUMPERS AT ALL JOINTS. ALL GE CABINETS MUST BE CONNECTED TO THE DUCT OR JUNCTION BOXES %ATH DIRECT BONDING OR JUMPER WIRES. OVERHEAD TUBE OR TV MONITORS MUST HAVE A GROUND WIRE FROM THE DUCT OR JUNCTION BOX TO THE TV MONITOR OR X-RAY TUBE UNIT. THE ELECTRICAL CONTRACTOR MUST PROVIDE THE GROUND CONDUCTORS. SOVAUM ALL CABLES MUST BE SEPARATED BY VOLTAGE MARKED ON CABLES AND BY CLASS FROM OTHER CABLES. DUCT DIVIDERS AND PROPER CROSS OVER TUNNELS MUST BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL DIGITAL WIRING, POWER, BUSS CABLES AND COAXIAL CABLES MUST BE KEPT IN SEPARATE DUCT COMPARTMENTS FOR THEIR ENTIRE RUN. THE TERMINATION POINTS OF MONITORS, VCR's ETC. REQUIRE SEPARATE JUNCTION BOXES AND COVERPLATES FOR POWER AND VIDEO WITH BLANK COVERPLATES PROVIDED BY THE ELECTRICAL CONTRACTOR. INDIVIDUAL CONDUIT RUNS ARE SUGGESTED WHEN POSSIBLE IN PLACE OF DUCT RUNS. MVA CONVENIENCE OUTLET IN MAGNET ROOM MUST BE FOR SERVICE ONLY PER AHCA REQUIREMENTS. LOCATED AT 5'-0" A.F.F. AND MARKED "FOR SERVICE ONLY" OR AS DIRECTED BY LATEST AHCA REQUIREMENTS. 10" x 3 1/2" FLUSH WALL DUCT (verify if exist) 92 ROOM p 10" x 3 1/2" �— SURFACE WALL DUCT /BC (verify if exist) TO 120—V, SINGLE 0 POWER. CONDUIT AS REQUIRED FIELD VERIFY: CABLE SELECT NOTICEI STANDARD CABLE LENGTHS CANNOT BE USED FOR THIS SITE AS PLANNED, THEREFORE CERTAIN ALTERNATE CABLES WILL BE REQUIRED. THE INSTALLATION SPECIALIST SHOULD REFER TO THE SUPPORTING DOCUMENTATION (EXCEL SPREADSHEET) DISTRIBUTED VIA EMAIL BY THE MODALITY PLANNING TEAM UPO III, OF THIS DRAWING. DRAWN BY: Laura L. Murphy OCTEL NO: 44541 INSTALLATION SPEC: DAN PRUEN'r TELEPHONE NO: (352) 242-0561 JUNCTION POINT DESCRIPTIONS THE FOLLOWING MATERIALS ARE TO BE SUPPLIED AND O POINT INSTALLED BY THE CUSTOMER'S ELECTRICAL CONTRACTOR f F DESCRIPTION QTY. HARDWARE DETAIL NO., SHT. E3 A MAIN DISC❑NNECT 1 150-AMP PANEL ELEC-103 INCLUDED IN ORDER ACAB ATLAS CABINET 1 32 IN. OF GROMMET MATERIAL FOR ELEC-5 AN B X 8 IN. OPENING IN DUCT ELEC-6 CUVER CHLR RECIRCULATING 1 12 IN. ❑F GR❑MMET MATERIAL FOR A ELEC-5 WATER CHILLER 3 X 3 IN. ❑PENING IN DUCT COVER ELEC-6 DC DETECTOR CHILLER 1 12 IN. OF GROMMET MATERIAL FOR A ELEC-5 3 X 3 IN. ❑PENING IN DUCT COVER ELEC-6 DX2 DLX CONTROL 1 2 1/2 IN. DIA. BUSHING & L❑CKNUT ELEC-25 LC1 INNOVA LC 1 FLUSH FLOOR FITTING ELEC-101 LMP SURGICAL LAMP 1 COVERPLATE 1 4 X 4 X 4 I N. BOX 1 1/2 IN. DIA. CHASE NIPPLE LU5 OMEGA 6 2 1/2 IN. DIA. BUSHING & L❑CKNUT ELEC-25 TABLE 1 12 X 1 X 1/2 IN. GROUND BAR WITH 1/4 IN. MIN. MACHINE SCREWS 3 2 1/2 IN. DIA. CHASE NIPPLE 1 1/2 IN. LONG MBP MAINTENANCE 1 FLEXIBLE CONDUIT AS REQUIRED ELEC-96 BYPASS PANEL MP1 ADVANTX GENERATOR 1 LOCATED WITHIN 'MP2' MP2 POWER UNIT 1 32 IN. OF GROMMET MATERIAL FOR ELEC-5 AN 8 X 8 IN. ❑PENING IN DUCT ELEC-6 COVER RDS1 EMERGENCY OFF 1 PROVIDE A SINGLE GANG, 2 1/6 IN. ELEC-16 DEEP, FLUSH MTD. WALL BOX, RDS2 EMERGENCY ❑FF 1 PROVIDE A SINGLE GANG, E! 1/6 IN. ELEC-16 DEEP, FLUSH MTD. WALL BOX, RML1 ROOM LIGHTS 1 C❑VERPLATE ELEC-17 1 SINGLE GANG BOX wAVAILABLE FROM GE, 1 mE4500AL 24V X-RAY ROOM CALL,800-556-5102 WARNING LIGHT AND ROOM LIGHT EXTENSION 2 CONTROLLER OR EQUIVALENT. UPS UNINTERRUPTIBLE 1 CONNECT EXTERNALLY ELEC-96 POWER SYSTEM VPE1 POSITIONER CABINET 1 32 IN. OF GROMMET MATERIAL FOR ELEC-5 AN 8 X 8 IN. ❑PENING IN DUCT ELEC-6 COVER W13C1 ADVANTX CONSOLE 1 GE FURNISHED COVERPLATE ELEC-4 WBM1 TV 1 10 X 10 X 4 IN. BOX ELEC-8 MEIN IT❑R 2 2 1/2 IN. DIA. CHASE NIPPLE 1 COVERPLATE WBM2 TV 1 12 IN. OF GROMMET MATERIAL FOR A ELEC-5 MONITOR 3 X 3 IN. OPENING IN DUCT COVER ELEC-6 WC WATER CHILLER 1 COVERPLATE ELEC-6 HOSE OUTLET 1 6 X 6 X 4 IN. BOX 1 2 1/2 IN, DIA, CHASE NIPPLE XRL1 WARNING LIGHT 1 COVERPLATE ELEC-17 1 SINGLE GANG BOX mE4500AL OR E4500AM 1 'X-RAY ON' INCANDESCENT LIGHT AVAILABLE FROM FIXTURE - D❑ NOT USE FLUORESCENT GEMSG, CALLi FIXTURES. 800-558-5102 1 wE4500AM WARNING LIGHT EXTENSION 2 24V CONTROL OR EQUIVALENT CNOT RE - UIRED IF E4500AL IS INSTALLED. LO 0 cn r_ CONTRACTOR SUPPLIED AND INSTALLED WIRING ELECTRICAL CONTRACTOR SHALL RING OUT AND TAG ALL WIRES AT BOTH ENDS. WIRE RUN, FROM — TO QUANTITY, WIRE SIZE/COLOR 490-V > MBP 3-]BLACK, 1 GREEN CSIZE AS REQUIRED) MBP > UPS 3-BLACK, 1 GREEN CSIZE AS REQUIRED) MBP > A 3-BLACK, 1-WHITE, 1-GREEN - REFER TO FEEDER TABLE 120V > LMP 1-N❑, 14 BLACK, 1 -NO. 14 WHITE, 1-NO, 14 GREEN 120-V > XRL1 1-BLACK, 1-WHITE, 1-GREEN - CSIZE AS REQUIRED) XRL 1 > VPE 1 1-NO.14 BLACK, 1-N❑. 14 WHITE, 1-N❑. 14 GREEN RML I> VPE 1 1-N❑. 14 BLACK, 1-N❑. 14 WHITE, 1-N❑. 14 GREEN A > ACAB 2-N❑. 10 BLACK, 1-NO. 10 GREEN A > MP2 3-BLACK, 1-WHITE, 1-GREEN - REFER TO FEEDER TABLE A > RDS2 1-N❑, 14 BLACK, 1 -N❑. 14 WHITE, 1-NO. 1 4 GREEN A> RDS 1 1-NO. 14 BLACK, 1-NO. 14 WHITE, 1-N❑. 14 GREEN 3 PHASE > A 3-BLACK, 1-WHITE, 1-GREEN - REFER TO FEEDER TABLE -3 173 c 0 cn 0 441 (J7 X ~ '# W F- m-juw 7IL 6nu �0W¢ �X:�0 O }..O mz Q inOOZLL 0U J11O�>- LLJ ��ZIL W � 0 W-� �1- D• O¢� W W LD ODME' �W �d� U ZOmLd o? �y t I - N 5� z�z OQJF-� J U m W U O O V)Fr�ozm W Q W0L°Jl, N(n C7 � y W I fuiLu _J YF-p W oviLILd E-� Ox_�a >- L] W 0-Wry ZO m-mUO V)P,:8 cn�zLu }- V) �C a o Wa�ac�i� 0 �Qzp¢m O _I Q O II Ll_ a �I Q �l/ LL1 a L, < I I I Lij r� ..." PROJECT REVISION 033672 00 CHECKED BY: JDR GON/FDO N02515486 gon/fdo dt12-23-03 REVISION HISTORY: liq n INTERCONNECT DIAGRAM ACAB LC Atlas n STANDARD: 39 ft. (12 m) L - Arm A CabinetP G 5 1 LONG: 58 ft (18 m) P 5 14.5 ft. (4.5 m) DC A Detector STANDARD: 39 ft (12 m) Chiller ar W 4 Madsnpanlon Qndudw 2 �LON nl mwftmr) VPE1 G: 69 ft. (18 m) e B P STANDARD: 78 ft. (24 m) DSTAR Monitor Positioner Cabinet V w/D ENSIONS: 98 ft 30 m) Eadmap or 118 ft (36 m) DSTAR Monitor P In Room C STANDARD: 78 ft (24 m) I RMT w/IXTENSIONS: 98 ft 30 m) ive (WBM 1) Receiver S 4 STANDARD: 39 ft (12 m) C or 118 ft. (36 m� LONG: 59 ft (18 m) S STANDARD: 78 ft (24 m) w/D(TFN,BIOS: 9 38 m30 m) RML1 Room Light or ( S FS D SGP 8.8ft.(3m) D STANDARD: 39 it. (12 rn) LU5 Omega Table XRL1 SGP S � LONG: 59 ft. (18 m) X-ray On Light E STANDARD: 39 ft. (12 m) E S P LONG: 59 fL (18 m) G TS (rounds from AC F Outlet F 13 ft (4 Diagram Legend: m) G ❑S = Signal Cables G G 0 = Video Cables MPPU"I/2 STANDARD: 8.8 ft. (3 m) 0 = High Voltage Cables STANDARD: 9.8 fL (3 m) HV Power Cabinet S P LONG: 29 ft (9 m) © = Power Cables G P 3 LONG: 28 ft (9 m) Control Cabinet H G H S STANDARD. 39 It. (12 m) © =Ground Wires RDS1 Remote LONG: 59 ft (18 m) H (Independent of P Power Cables) Disconnect �0 =Water Lines RDS2 Remote p FS S P 14.5 ft (4.5 m) CHLR Water Chiller W STANDARD: 39 ft (12 m) 1341 = Cable Run Disconnect J J LONG: 59 ft (18 m) J Numbers PWR2 3 Phase U Field Supplied P FS 480 VAC Supply P FS Cables K 2 P S STANDARD: 39 ft. (12 m) WBC1 Advantx K LONG: 59 ft (18 m) ConsoleI INNOVA WITH OMEGA TABLE 1 2 3 4 5 6 7 1 8 9 10 11 12 13 14 15 16 11 2 1 3 4 5 1 8 1 7 e 9 10 11 12 13 14 15 16 ACAS (D LC L - Arm A Atlas LC3 Cabinet S 5 A C- Arm A 4 Monitor 5u3pen:iw DMC DMC B p WB4 DSTAR DosOimeter Main B Main S 63 B G 10 Wallbox Monitor #4 RS 3 Display Remote Dosimeter Dosimeter P V A Roadrnap 2 Display S Display y AC C � Outlets P C ACAB ^ C DSTAR Atlas �J LMFC l pWR.I MpW83 Hos itol Monitor #2 Laser tO Wallbox Live 2 VPE1 Cabinet SCamera P 120 240 Positioner Cabinet VAC/ LMFC3 D D Rernote Control S D Auxiliary E Injector MDOR CAJOLE Head O LU5 Omega IV "fable Handswitch S 11 Handswitch Remote Console S 1 MED2 Medrad Electronics Rack S E O S LMFC2 Multi -Modality Unit y S LMFC 1 Loser Camera PWRi P Hospital 1 LO 240 VAC F LMFC3 Rernote S Control P 1i3 P S Remote Box O O (� F O MED I Medrad iJ as1 v1 g Injector 1t0 I F +U EIB �� Fe 1 P Outlets S CP2A1 Slave Status 1p 0p24UFAC p vACpital Controlare jAD 1`LU VAC Cornera S CP3 Slave Multi -Axis 11 VENeox K EI B � �� cnBLE S G Handle or Box G S G ANG1 Angiomat g WBBCi S to AC Outlets Injector G tit S 9 Bolus - Wallbox DIAGRAM CONTENTS: ® Kodak 2180 Bolus/DSA 12 Joystick 1. Loser Multi -format Camera w DLX30fte Laser / S Camera PWfZ l H 2. Laser Multi -format Camera w/dlx3 do MMU VENOM CAME Hospital H 3. 3M Laser HQ do HQS w/DLX3 120/240 H Injector VENDOR I I -switch ANG2 Angiomat S 5 10 4. Kodak 2180 Laser Multi -format camera w/DLX3 VENOM CABLES VAC IFootswitch CABLE 11 Electronics P 5. Exabyte Option Injector S t Rack Head J 7 R t J LN_�_ DX7 Console S 1 Exabyte 45 J 1. Cine Option - Frontal 7. Angiomat 6000 Rock Mount Injector 2. 2nd Live Monitor Option - Frontal B. Dose Measurement Option DIAGRAM CONTENTS: 3. 2nd Roadmap Monitor Option - Frontal 9. Remote Box Option K 4. Medrad Mark V Rack Mount Injector 10. Slave Statue Control Option K 5. Medrod Mark V Pedestal 11. Slave Multi Axis Handle or Box Option K 6. Angiomat 6000 Pedestal Injector 12. Bolus Chasing (Stepper) Option INNOVA WITH OMEGA TABLE - OPTIONS INNOVA WffH OMEGA TABLE - OPTIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ACAB A Atlas Cabinet A ACAB A Atlas Cabinet O WBVI# SONY VCR-FRTL SP 1 STANDARD; 8 fL (12 ) VfWallbox S P 128 48 t15B mB LONG: 59 ft. (1s m) IDFI C 21 ft (8 m IDF Cabinet-Frtl S tot C VPE1 P Positioner Cabinet WBVI# �j XR70U S P 1 STANDARD: 39 ft. (12 m) VTR Wallbox S P 128 48 it 15 m LONG: 59 fL (18 m) XR-70U VCR-FRTL WBVDX R MONBW P Wa Ibox p B/WMonitor-Frontal WBVDX VCR1 p DLX/VCR Wallbox p S Generic VCR Frontal Plane V S V V �1 B DIAGRAM CONTENTS: 1. Black & white monitor w/wallbox C Option (110VAC) frontal plane Frontal 2. Ell-w wallbox Optiona(110VACC) rontal D G VCR 1 pane o S D p Generic VCR 3. Bi-plane Downseane do VCRs w/o D IDF2 Frontal Plane wallbox Option (110VAC) frontal V IDF Console V O plane 52 ft. (1e m 10 S 4 monitor w/o wallbox Options (110VAC) frontal E MONBW plane P B/W Monitor -Frontal y �4 E 5 Singleplanew/o pOpt Optionownscona (220VAC) frontalRe E planeVCRI S 5 // 6. walibox&Option (22n0VAC) Gene roontal S Generic VCR A V Frontal Plane p lane F F G F P t ECG PHYSIOLOGICAL O MONBW G MONIiOR G P B/W Monitor -Frontal V �4 G G PHYSIOLOGICAL DIAGRAM CONTENTS: MONffOFZ #1 - 1. XR-70U VCR with wall box and pre -terminated control cable -Frontal H plane H 2. Snny VCR with wall box and H pre _terminated control cable -Frontal plane 3. IDF J 4. Physiological Monitors J J K K K INNOVA WITH OMEGA TABLE - OPTIONS INNOVA WITH OMEGA TABLE - OPTIONS POWER SPECIFICATIONS INNOVA 2000 GENERATOR SYSTEM REV. DATE: 07/11/03 VOLTAGE PRIMARY SOURCE IS REQUIRED FOR ALL INSTALLATIONS. RANGE OF LINE VOLTAGES NOMINAL LINE VOLTAGE OF 360 TO 480, 3 PHASE, 50 OR 60 Hz REQUIRED POWER SUPPLY: WYE DISTRIBUTION TABLE A ALLOWABLE INPUT VOLTAGES/ CURRENT DEMAND MAXIMUM DAILY VOLTAGE VARIATION MUST FALL WITHIN ONE OF THE RANGES IN TABLE A. NOMINAL VOLTAGE NORMAL RANGE ±10 PERCENT CURRENT (AMPS) MAX. MOMENTARY CONTINUOUS 360 324-396 275 32 380 342-418 260 31 400 360-440 247 29 420 378-462 235 28 440 396-484 225 26 460 414-506 215 25 480 432-528 206 24 ALL CALCULATIONS BASED UPON NOMINAL. VOLTAGE NOTE LOW LINE CONDITIONS MAY INHIBIT SOME HIGH kV p TECHNIQUES. THE GENERATOR AUTOMATICALLY ESTABLISHES THESE INHIBITS BASED ON ACTUAL LINE CONDITIONS AND SYSTEM REGULATION. PHASE - BALANCE. POWER DEMAND TABLE B MAXIMUM MOMENTARY POWER DEMAND. DISTRI- BUTION TRANS- FORMER IMPORTANT: PHASE -TO -PHASE VOLTAGES MUST BE WITHIN +2 PERCENT OF THE LOWEST PHASE -TO -PHASE VOLTAGE. MAXIMUM ALLOWABLE TRANSIENT VOLTAGE EXCURSIONS ARE 2.5 PERCENT OF RATED LINE VOLTAGE AT A MAXIMUM DURATION OF 5 CYCLES AND FREQUENCY OF 10 TIMES PER HOUR. CONTINUOUS POWER DEMAND = 20KVA. (MAX DEMAND = 171 KVA) DEMAND ADVANTX 100 I<Va " 171 POWER FACTOR 0.9 AT mA 1 250 kVp 80 ' DEMAND INCLUDES POWER FOR ENTIRE ADVANTX SYSTEM. LINE VOLTAGE REGULATION AT MAXIMUM POWER DEMAND MUST BE LESS THAN OR EQUAL TO 6 PERCENT. FOR A SINGLE UNIT INSTALLATION, THE MINIMUM TRANSFORMER SIZE IS 225 KVA. REFER TO GEMS DOCUMENT NO. 46-019668 FOR ADDITIONAL FACILITY POWER AND GROUND REQUIREMENTS. ELECTRICAL NOTES NOTE 1: ALL WIRES SPECIFIED SHALL BE STRANDED, FLEXIBLE, THERMO-PLASTIC, COLOR CODED, COPPER ONLY, CUT 10 FOOT LONG AT OUTLET BOXES, DUCT TERMINATION POINTS OR STUBBED CONDUIT ENDS, UNLESS OTHERWISE SPECIFIED. ALL CONDUCTORS, POWER, SIGNAL AND GROUND, MUST BE RUN IN CONDUIT OR DUCT SYSTEM. ELECTRICAL CONTRACTOR SHALL RING OUT AND TAG ALL WIRES AT BOTH ENDS. WIRE RUNS MUST BE CONTINUOUS COPPER AND FREE FROM SPLICES. NOTE 2: WIRE SIZES GIVEN ARE FOR USE OF EQUIPMENT. LARGER SIZES MAY BE REQUIRED BY LOCAL CODES. NOTE 3: IT IS RECOMMENDED THAT ALL WIRES BE COLOR CODED, AS REQUIRED IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. NOTE 4: CONDUIT SIZES SHALL BE VERIFIED BY THE ARCHITECT, ELECTRICAL ENGINEER OR CONTRACTOR, IN ACCORDANCE WITH LOCAL OR NATIONAL CODES. NOTE 5: CONVENIENCE OUTLETS ARE NOT ILLUSTRATED. THEIR NUMBER AND LOCATION ARE TO BE SPECIFIED BY OTHERS. LOCATE AT LEAST ONE CONVENIENCE OUTLET CLOSE TO THE SYSTEM CONTROL, THE POWER DISTRITBUTION UNIT AND ONE ON EACH WALL OF THE PROCEDURE ROOM. USE HOSPITAL APPROVED OUTLET OR EQUIVALENT. NOTE 6: GENERAL ROOM ILLUMINATION IS NOT ILLUSTRATED. CAUTION SHOULD BE TAKEN TO AVOID EXCESSIVE HEAT FROM OVERHEAD SPOTLIGHTS. DAMAGE CAN OCCUR TO CEILING MOUNTING COMPONENTS AND WIRING IF HIGH WATTAGE BULBS ARE USED. RECOMMEND LOW WATTAGE BULBS NO HIGHER THAN 75 WATTS AND USE DIMMER CONTROLS (EXCEPT MR). DO NOT MOUNT LIGHTS DIRECTLY ABOVE AREAS WHERE CEILING MOUNTED ACCESSORIES WILL BE PARKED. NOTE 7: ROUTING OF CABLE DUCTWORK, CONDUITS ETC., OTHER THAN SHOWN ON THIS DRAWING MAY RESULT IN THE NEED FOR GREATER THAN STANDARD CABLE LENGTHS (REFER TO THE INTERCONNECTION DIAGRAM FOR MAXIMUM USABLE LENGTHS POINT TO POINT). NOTE 8: CONDUIT TURNS TO HAVE LARGE, SWEEPING BENDS WITH MINIMUM RADIUS IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. NOTE 9: A SPECIAL GROUNDING SYSTEM IS REQUIRED IN ALL PROCEDURE ROOMS BY SOME NATIONAL AND LOCAL CODES. IT IS RECOMMENDED IN AREAS WHERE PATIENTS MIGHT BE EXAMINED OR TREATED UNDER PRESENT, FUTURE, OR EMERGENCY CONDITIONS. CONSULT THE GOVERNING ELECTRICAL CODE AND CONFER WITH APPROPRIATE CUSTOMER ADMINISTRATIVE PERSONNEL TO DETERMINE THE AREAS REQUIRING THIS TYPE OF GROUNDING SYSTEM. NOTE 10: THE MAXIMUM POINT TO POINT DISTANCES ILLUSTRATED ON THIS DRAWING MUST NOT BE EXCEEDED. NOTE 11: PHYSICAL CONNECTION OF PRIMARY POWER TO GE EQUIPMENT IS TO BE MADE BY A QUALIFIED ELECTRICAL CONTRACTOR WITH THE SUPERVISION OF A GE REPRESENTATIVE. THE GE REPRESENTATIVE WOULD BE REQUIRED TO IDENTIFY THE PHYSICAL CONNECTION LOCATION, AND INSURE PROPER HANDLING OF GE EQUIPMENT. co to CL c3 z -41 in a D9 m A, (n c 0 V 0) 0 fn Q � 0 �J z w li ILUv)0w (� `---�' �¢�W � 0 ca LL. VZOV OF Uof qOOZo_ w � F:::CD LLI : U. wli jELLJ -� 0 0 OcDwQzw U N 0z: Q� pC � C9 wF- �J O Wm(� w LL-I. O F- V)��OW �0<C LLI Ld O�KJ F - W rain-zQ¢ LLJ 1n � !k . � �- �Z) fn¢L Uz z� _ I- � I V) [L V)-) Q Q e2�20EU¢O V)0a a�(a Z��� I- F-- U W D 0 r� 0 a__J0 Q 0 �-- LL O 0 0 n, W U PROJECT REVISION 033672 00 DATE: 12-23-03 DRAWN BY: LLM CHECKED BY: JDR GON/FDO N02515488 gon/fdo dt12®23®03 REVISION HISTORY: SHEET 0A1 f t k 1 V&l Ia REMOVABLE DUCT COVER ELECTRICAL DETAIL HORIZONTAL WALL DUCT (TYPICAL) TYPICAL WALL DUCT REMOVABLE DUCT COVER GROMMETED OPENING REMOVABLE SECTION OF WALL DUCT COVER CHECK LOCAL CODES FOR NUMBER OF PARTITIONS REQUIRED ELEC-5 REV. DATE: 12/02 ELECTRICAL DUCT COVER PLATE TO BE REMOVABLE - RUBBER GROMMET ro EQUAL / \ +1DUCT WIDTH EQUAL 1 0 \ \ DETAIL NOT TO SCALE ELECTRICAL DETAIL FLUSH FLOOR DUCT (TYPICAL) FINISHED FLOOR EQUAL A B ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SCREWS AS SHOWN Ag • • • fie: •a A '. CHECK LOCAL CODES FOR NUMBER OF PARTITIONS REQUIRED 12" TRENCH DUCT: A = 10" B = 12' 18" TRENCH DUCT: A = 18' B = 20" DETAIL NOT TO SCALE ELEC-25 REV. DATE: 12/02/02 REMOVABLE COVER HARDWARE ELECTRICAL DE-IMAIL ELEC--101 POSITIONER INTERCONNECT DETAIL FLUSH IN FLOOR ' REV. DATE: 08/01 /01 13.67" [347mrn] F156" PLANVIED 2mm] \�\ \ UNIT CL INTERFACE FITTING FLUSH FLOOR DUCT (NOT BY GEMSG) a. POS11IONER BASEPLATE 10.87"DIA. — [276mm] 3.5" [89mm] 4" - v �•� ° oQ (FLOOR) °, a [102mm] FLUSH FLOOR DUCT (NOT BY GEMSG) FLUSH FLOOR INTERFACE FITTING 2.5" I.D. MINIMUM CONDUIT FOR WATER LINES 15" BEND RADIUS MINIMUM NOTE: FLUSH FLOOR INTERFACE FITTING IS PART OF GE INSTALLATION KIT CAT. NO. B5079BC AND IS TO BE INSTALLED BY CUSTOMER or CUSTOMERS CONTRACTOR DETAIL NOT TO SCALE SECTION ELECTRICAL DETAIL VERTICAL WALL DUCT (TYPICAL) RED REMOVABLE DUCT COVER 3ROMMETED )PENING BLE SECTION OF WALL DUCT REMOVABLE DUCT COVER DETAIL NOT TO SCALE ELECTRICAL DUCT DUCT WIDTH EQUAL , EC \\ ELEC-6 REV. DATE: 12/02 RUBBER GROMMET COVER PLATE TO BE REMOVABLE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SCREWS AS SHOWN ELECTRICAL DETAIL X—RAY WARNING LIGHT & ROOM LIGHT CONTROL PANEL ELEC-17 REV. DATE: 10/18/02 120—VAC 15A MAXIMUM TO GE X—RAY MAXIMUM E4500AL 0—VAC ON SIGNAL 24—VAC X—RAY ROOM WARNING X-RAY WARNING LIGHT LIGHT / ROOM LIGHTING CONTROL PANEL TO GE ROOM MAXIMUM X-RAY WARNING LIGHT LIGHT SIGNAL 24-VAC OR ROOM LIGHT ARE NOT 0-VAC Wo PART OF THIS CAT. NO. ROOM LIGHTS rc THE R4500AL IS RECOMMENDED IF "X—RAY ON" WARNING LIGHT AND ROOM LIGHT CONTROL ARE UTILIZED THE R4500AM IS RECOMMENDED IF "X—RAY ON" WARNING LIGHT ONLY E4500AM X-RAY ROOM WARNING .40 LIGHT CONTROL PANEL /---. 120-VAC 15A MAXIMUM TO GE X—RAY MAXIMUM 0—VAC ON SIGNAL 24—VAC X—RAY WARNING LIGHT X-RAY WARNING LIGHT IS NOT PART OF THIS CAT. NO. CONTROL PANEL CAN BE LOCATED ABOVE THE CEILING NEAR THE WARNING LIGHT ALL ITEMS ILLUSTRATED ARE TO BE FURNISHED AND INSTALLED BY CUSTOMER'S CONTRACTOR ELECTRICAL DETAIL INSITE CONNECTION(TYPICAL)ELEC-1 REV. DATE: 04,24 OF (SHEET FOR GE IRM CON MON B O AT LFION SIPS W RATION, ELECVXAL PLAN A) ONE INTERNET ACCESSIBLE VIRTUAL PRIVATE NETWORK (VPN) CONNECTION WITH A STATIC IP ADDRESS, AND ONE TELEPHONE LINE - DEDICATED -DIRECT -DIALING, VOICE GRADE. OR B) TWO TELEPHONE LINES - ONE DEDICATED DIRECT -DISTANCE -DIALING, VOICE GRADE AND ONE A DEDICATED DATA LINE. SINGLE GANG J.B. FINISHED CEILING 1" CONDUIT FROM J.B. TO ABOVE FINSHED CEILING. II I TO BE DETERMINED COVERPLATE WITH TWO TELEPHONE RECEPTACLES FINISHED FLOOR OR ONE TELEPHONE RECEPTACLE AND ONE NETWORK RECEPTACLE ALL ITEMS ILLUSTRATED ARE TO BE FURNISHED AND INSTALLED BY CUSTOMER OR THEIR CONTRACTOR. DETAIL NOT 'TO SCALE ELECTRICAL DETAIL ELEC-96 160 KJA UPS SETUP REV DATE: 11/02/9 ALL INCOMING WIRES TO GE MAINTENANCE BYPASS PANEL THE BYPASS PANEL TO 160 KVA UPS - POWERWARE BE 250MCM UP TO 350 FT. NORMAL BUILDING POWER PANEL (3) 250 MCM, 75-C NOTE: UPS IS A SEPARATELY DERIVED SYSTEM AND WYE OUTPUT MUST BE MAIN LUGS #6-350 KCMIL/O + NEUTRAL RATED WIRES GROUNDED PER NEC. NEUTRAL TO NOTE: GROUND CONDUCTOR MUST BE SAME GROUND BONDING JUMPER IS SIZE AS PHASE CONDUCTORS. INTERALLY CONNECTED BY POWERWARE. UPS INPUT BREAKER CB1 (AC INPUT TO UPS RECTIFIER) 250A/3 POLE �— MAINTENANCE BYPASS BREAKER MPB (5) 250 MCM, 1 PER PHASE, OPTIONAL JUMPER KIT INCLUDED WITH UPS. 250A / 3 POLE 1-NEUTRAL, 1-GROUND. ALL 75"C RATED WIRES. E6,E7,E8 (AC INPUT TO BYPASS) UPS OUTPUT BREAKER MIS E9,E10,E11,E12 (NEUTRAL), GROUND 25OA/3 POLE (UPS OUTPUT) TTERY CABINET E E4,E5 (BATTERY CABINET) BUILDING GROUND GROUND PER NEC EQUIPMENT FEEDER BREAKER GE EQUIPMENT DISCONNECT HTB 100A/3 POLE PER GE BREAKER NORMAL OPERATION BYPASS OPERATION UPS INPUT CLOSED OPEN UPS BYPASS OPEN CLOSED UPS OUTPUT CLOSED OPEN CAUTION: CONSULT UPS INSTRUCTIONS BEFORE OPERATING BYPASS PANEL BREAKERS. INSTALLATION DRAWINGS REMOTE MONITOR PANEL TO UPS FROM RMPA TB3-1 T131-4 T133-2 TB1-5 TB3-3 TB1-6 TB4-4 T81-7 MAXIMUM WIRE SIZE #14 MINIMUM WIRE SIZE J18 IN CONDUIT. (2) TWISTED PAIRS 4 WIRES TOTAL, 1-2 TURNS PER 3 INCHES. (PROVIDED WITH UPS REMOTE MONITOR SYSTEM, LOCATION TO PANEL BE DETERMINED BY CUSTOMER) ALL CONDUCTORS BASED ON 30-C [867] AMBIENT. IF AMBIENT EXCEEDS 30"C USE NEC 310-16 TO RERATE THE CONDUCTORS. APPUCA11ON OF WIRE TO BE BASED ON 75'C AMPACITY ONLY. .G C 0 U cl tn n c O O O 4...+ 0 — ai a x �s O N Ld 5. �w�-Lu C J 0(10 Q ¢�� MOM Z O �oo� a 0 LsJ ~ FD � WO� LIJ �Vo W OQ CLj �7 fzD o ��c Q�' Nzza�z +1 J Ld 0TCr LQ LW O c� u 0 W C�0� o W 0 S C � �0- CL:z0 soa!Qww16c ) O TI L���Z1�' tea_jom Ld I— �0.=Uln Ln � Q�wU�O O Q Ld � .100 O I-1— LL_ 0 W O LL_ � cn w F- W �- w DRAWN BY: LLM CHF_CKED BY: JDR GON/FDO N02515488 gon/fdo dt1 2-23-03 REVISION HISTORY: SHEET E 3 NFSH-100 ELECTRICAL DETAIL NEMOVABLE COVERPLATE (TYPICAL) VVVLI\I L 1n nm] DETAIL NOT TO SCALE ELEC--4 REV. UAMI 10/20 6"[152mm]I VI_ 1 1.1—JH ED COVERPLATE 6" [152 m m] W �WV70� W Lil U W�Q� V l �a cl�Q LU<�wzO W D ca O z W S - � W�'O U � O IUL O U O � CY N ��tz zW� f — �C o�F- �-' J LOV> W7 OS WI Q cL,UW~ LJ cn �� gWW W v�iwjUO� o�j'Q�o � 0- Q Ld J W �,--o- In saw W Ld T _J ¢zLdZ U - V)a-��V) O V)oa.. T z O u W F--6t—F-aC� O O -1 Q Q O LL- /�\ ��_I U ' Y l- W u F- LLJ CL DRAWN BY: LLM CHECKED BY: JDR CON/FDO N02515488 gon/fdo dt12-23-03 REVISION HISTORY: EQUIPMENT DETAIL DISTAR 17" [432mm] MONITOR ON WALL SUPPORT THRFF (3) M6-1OL RAWL BOLTS 16" [407mm] �IL1� V IGrM [48mm] 7.4" [188mm] \ 14.8" [376mm] 7.4" [188mm] BRACKET MOUNTING PLATE DETAIL NOT TO SCALE EQUIPMENT DETAIL MAINTENANCE BYPASS PANEL 31.0" 'r- [787mm] 'r 11.5" [292rnm] 36.0" [914mm] PLAN VIEW 17 70.0" [1778mm] 4.5" [144r 3.75" [95mm] 1 I A 3.75" [95mm] SIDE VIEW REAR VIEW DETAIL NOT TO SCALE C76-14B RW DATIT- 09/20/1 16" [407mm] FRONT VIEW .24" [6mm] 7.4" [188mm] \ 17.73" [450mm] 7.4" [188mm] 77 n" 0 - 0 4 E," n] n'm] [11,71111111 $I'm . v FILLER CAP HANDLE - r I � _..' MOUNTING STEELPLATE - 9.6" - [243mm] 12" [305mm] CLEAR FOR [203mm] WATER RESERVOIR FILLING FRONT VIEW 6" [152mm] CLEAR FOR AIR CIRCULATION (BOTH SIDES) 12.2" [3101mm] PLAN VnC{,lU' I FOUR .25" [6mm] 1 I MOUNTING HOLES 13.8" HOSE CONNECTORS 11 " [350mm] DETAIL NOT TO SCALE [280mm] EQUIPMENT DETAIL SUSPENSION INBOARD MOUNTING XT RADIOGRAPHICRt. DAV-: 12/07/94 TOP BOLTS ONLY CAN BE USED ON INBOARD SYSTEM. [2�mmJ 0 0 75" [19mm] DIA. HOLES 0 o [5� corm] " 0 [64mm] Q 0 m note) L (* See [8mm] 6" TYPICAL. 4" To 226 m�] THE STATIONARY RAIL CAN BE CUT TO SUIT 2 �] 13 [5 CONDITIONS AT THE SITE. WHEN CUTTING THE T BE 4" 2mm� [66°� [340hmm] RAIL THE LAST BOLT MORE THAN OUR NCHESLFROMSTHE°END OF [1 ° THE RAIL. A NEW HOLE SHOULD BE DRILLED IF NECESSARY. 2"MIN. [51 mm] WALL CABLE DRAPE RAIL L 1.19" 34.75" (* see note) [30mm] 883mm] STATIONARY RAIL 56" (* see note) [1422mm] 2"MIN. , 4"MAX. [51mm]' , [102rnm] * STANDARD DIMENSION, REFER TO GE SITE SPECIFIC PREINSTALLATION DRAWINGS (IF AVAILABLE) FOR ACTUAL DIMENSION. 134" TO 226" (* see note) [3404mm] [5791 mm] STATIONARY RAIL DETAIL NOT TO SCALE BOTTOM PORT 4.5" [512mm] 3,1 [114mm] " [76mm] \ 4 \ - VENT 02mm] -- 000 \ � o n8 PLAN VIEW TOP P^oT rI I [279mm] [2 3mm] o TOP / BOTTOM WALL MTG. BRACKET 80" [2031 mm] FRONT VIEW 79" [2006mm] 7 [198 DETAIL NOT TO SCALE 2" 2"MIN. r51 mm] �F51 mm 85049E REV. DIAATE: 8/01 /00 12" , , 10.5" ]5mm] [267mm] 1" [25mrrt] 9 [229mm] /�-- 33" 1Y lk-- 29" [838mm] [737mm] SIX MOUNTING SLOTS .38"x.68" [10mm x 17mm] TWO SLOTS IN BACK " WALL MTG. AND FOUR IN THE BOTTOM. , 3/1 18 [457mm] BRACKET a00000000000 \ [76mm] 0 oa"0000�0000000000 \ 6"min. 27" --41'S11 [152mm] [686mm] [38mm] SIDE VIEW 3" I mm] 12" ; 10.5" - ONE 3.7" [95mm] [305mm] [267mm] DIAMETER SIDE PORT " , 711 \ 5 [127mm] O [176mm] \ 4.5" 7" 1 "x 4" [114rnm] [178mm] [25mm x 102mm] REAR PORT RELIEF FOR MOULDING TOR VIEW 31.5" [800mm] CABLE ENTRY--" LOCATION 49.3" ' [1252mm] ' 0 mm mm © mm IIIIIIIIIIIIIIII 73.6" [1869mm]It FRONT WN R4 -02FA REV. DA - /06/03 BOTTOM VIEW 9.40" [239mm] ,I 1.89" [48mm] 16.14" [41 Omm] DETAIL NOT TO SCALE 22.83° I [580mm] CABLE ENTRY LOCATION EQUIPMENT DETAIL I g20-09 4 MONITOR SUSPENSION Rev. one: w/ a. 41.8" [1063mm] DETAIL NOT TO SCALE 38.7" [983mm] EQUIPMENT DETAIL OMEGA IV ANGIO V LONG VASCULAR TABLE STEPPING TOP B5037 Ri V. DATE. 01/21, g RECOMMENDED OR ELECTRICAL O UTLEErS L. 122.4 ~ 75.9" PH21IL533mmjFHEIGGAES [3108mm] [1928mm]RESTRION IN THIS AREA 42.5" [1080mm] - 30.7" 11 21 " MAX [780mm] j [533mm] 12" MAX [305mm] 1 25.4" 15" /♦ [644mm] ALTERNATE AREA FOR [381 mm] PHYSIOR LMP. GASES FRONT VIEW RESTRICTIIONm N THIS AARRE A SIDE VIEW \ (FOOT END) 0 + \, f`z4mm 6"MAX ti [152mm] �®' 0 F g' tF 233mm] AS REQ'D. w i 131.2" [3336mm] ALTERNATE AREA FOR PLAN VIEW / ELECTRICAL OUTLETS, PHY I . OR M D. GASES 12 305mm HEIGHT RESTRICTION IN THIS AREA DETAIL NOT TO SCALE IT, I If I m 01 1 Lw If ,- oil to Imo. a 26.28" 28.6" 39.45 [667mm] [727mm] [1007mm] - RECOMMENDED AREA FOR ELECTRICAL OUTLETS, PH YI OR M D. GASES 21 533mm HEIGHT •2 0 � 0 RESTRI ON IN THIS AREA 0 10 UPPING DIMENSIONS: 110"L x 45.5"W x 77"H 30mmL x 1160mmW x 1950mmH] (ON DOLLY) rrIJTH IS REDUCED TO 34" [865mm] BY REMOVING SIDE RAILS l'll!-vl'l,laqIlSplk. � . is'31,11cZh"A'."' ti 1101 1 `'2 1VIll _1111,W ! ti^fir.'."�[! 0 a cn - :t 0 n 0 C� 07 q a -0 mi n.w as �wal c� V J �ZU)< 1w :�'0 w om� 0200 �w2,> LAI o0o t� g Ld V) 0 O 0 [� 5; � O 0� ��w CD < N 925!�ernQ� J Q O�Q� o� c!)w Of z C_7w' p�� �� �C) L L1 z avi Qwn I=a¢n. F- n ®nd. v7UA a ��Q Lu �--- ca cnQzw`p� � Ld = V) }- J < V) a =j 5 Z 0 (L mo�<p n o � = o�w f--zdte �a-a Q a --� �I O ! ' _ LL O �. Li Lj LLJ u 0 CON/FDO N02515488 gon/fdo 112-23-03 REVISION HISTORY: 50.1 " [1273mm] EQUIPMENT DETAIL LC VASCULAR SYSTEM B5049A INNOVA REV. DATE: 07/12, FINISHED CEILING ,50 ISOCENTER FOCAL SPOT 88" [2243mm] \ 4 7290 13.5" [ 120mm] [2896mm] RECOMMENDED 46" [1168mm] 27.7" [705mm] 42.1 " \- [ 107 i m m] \ FLOOR DETAIL NOT TO SCALE 11.82" [300mm] DETAIL NOT TO SCALE C7412H REV. DATE: 09/03, EQUIPMENT DETAIL ADVANTX VMP GENERATOR CABINET A0721 REV. DATE: 8/1 4/95 OPTIONAL WALL /' 19.75" , 1.06" 5/8" [16mm] D. HOLES BRACKET.[501 mm] [27mm] FOR WALL MOUNTING, 73M /\ QUANTITY 4. [473mm] [360mm] 3.84" ; / [98mm] 0 0 0 0- 79.45" 3.0" -, ' 4.3" [1980mm] [2018mm] F78mm] F21 Omm] 10.92" , / 3.0" 61 8.5"x 4"- ,' 8.6" 78.78" �278mm " [1553mm] 152mm x 305mm1 [2001 mm] ] 02 [78mm] [ CABLE ACCESS 01 [220mm] CENTER OF GRAVITY G1 _ CENTER OF GRAVITY ON RIGHT SIDE _ OF CABINET ONLY. 3.94" 15.75" , T / - 8.46" ,' 8.76" 31.1 [100mm]\ /r[400mm] [215mm] " [223mm] �\ 3.94 33.5 " ` [100mrn] [850mm] 4.0" [790mm] ` [100mm] 0 11.6" 2.4" T . / / 5.5" [510mm] /- 21.1 5" TI [29 ' [60mm] 8 5^ [1 5.5" 20" [555mm] [215mm] 43.73" / FRONT VIEW [1110mm] 4"x 9" [100mm x 229mm] SIDE VIEW CABLE ACCESS, BOTTOM 0 / 19.73" / 1.0" CABINET, RIGHT SIDE ONLY 3.84 [501 mm] [27mm] [98mm] 9" ` [229mm] PLAN VIEW7 9.84" o o a ` 2.75" [250mm] [70mm] 5/8" [16mm] DIA. HOLES FOR 4.5" FLL0 m MILINTING, CITY. 8. [100mm] [115mm] DETAIL NOT TO SCALE f [2. TOP VENTS PLAN VIEW TOP / BOTTOM EQUIPMENT DETAIL INNOVA LC VASCULAR SYSTEM DRAWING NOT 'TO SCALE B5049 B REV. DATE' 07/12. VIEW EQUIPMENT DETAIL B0558 INNOVA 2000 ATLAS CABINET REV//02 BOTTOM PORT 11.8"; 11.8" 6 8" [300mm] [301 mm] 5.7" Fil74mm] [144mm] \ 0 0 25.75" 18.5" 11.8" [654mm] [470mm] [300mm] 30" / / 2.8" [900mm] [760mm] [70mm] FUR.87" [22mm] [853mm] [23.5mm] WALL MTG. BRACKETai INTIN(-, Hnl FS 73" [1854mm] ONE 3.7" [95mm] DIAMETER SIDE PORT [1 29mm] 71" ®Ali' VIEW [1806mm] (300mm] [300mm] 6.3" [160mm] 1.8" DETAIL NOT 'TO SCALE REAR PORT [45mm] EQUIPMENT DETAIL CARDIAC REVIEW STATION 16.5'"�/\ 17" monitor \[419mm] \25.75" , /� 4" ['I OOmm] [654mm] REQUIRED SPACE BEHIND CABINET FOR COOLING BRACKET WALL SIDE VIEW 11.8", , ' 7" [300mm] [176mm] 6.3" [160mm] LL- 1.8 [45mm] 19.2" [486mm] INN 15.9" 16.3" 18.9 [415.9" � [414mm] [479mm] _\4mm \� \ wl [ ] 8.89" // [225mm] 19.8" [ r� [502mm] 19.6" /�\ 21 " monitor [497mm] \ -\ \ ra =\ 19.80 t \ [504mm] -01 \20 5" 19 [520mm] � \ [482mm] DETAIL NOT TO SCALE TOWER 114: 1 Fil i 111114 W1 s�rr 16.1" '\ [409mm] 16.8" [427mm] 19.7" [502mrn] 7.0" [178mrn] DETAIL NOT TO SCALE EQUIPMENT DETAIL COOLIX 2200A RECIRCULATING CHILLER 18.8' [490mm] COOLING PIPE 1.7^ ACCESS �(44mr / 28.8" / [730mm] 40" [1016rnm] 38.2" [969mm] 11 3.5" J\ M0917A REV. DATE- 02/28/02 3.0" [76mm] [89mm] SIDE VIEW FRONT VIEW REAR VIEW DETAIL NOT TO SCALE 4.5" [114mm] 12.0" EQUIPMENT DETAIL DLY DIALOG DISPLAY [1 DETAIL NOT TO SCALE EQUIPMENT DETAIL CONTROL CONSOLE 19.5,r [495mm] TOP VIEW FRONT VIEW 1.56" [40mrr [2. 1.56" [40mm] DRAWING NOT TO SCALE C7412C REV. DATE: 02/22 15" D85mm] 15.4" [391 mm] A60066 REV. DATF-- 03/10 2.37" [60mm] co ul 0 Y V) e e ul ul 0 U 12 3: 4 rW-ft- - CL O U) D � ® O v z W �L!�2cy WO 000 N< :o ¢�oo2d 0 c� pzo00 �- o�Qz� 0 v)q�Q� ua�~ w T - O O r J Q J z� C] zc�m a o z N 6-zcrz � -5 < 9 w O u w~ C7Ca�OT(n C� z "wQw�' w wiw-- Q I ovi�,c�Q ohLd I- n 1_ 1 M :C) Tj� V) cy Ld cn Q In �on � z 0 O w CL<=)CL V? C) I -- vai 5 f=-zdz�¢6j d \ O L-L- LL_ O I�I f U) F= \ V Ld O PROJECT REVISION 033672 00 DATE: 12-23-03 DRAWN BY: LLlul CHECKED BY: JDR CON/FDO N02515488 gon/fdo dt1 2-23-03 REVISION HISTORY: &IN1,70RD FIRE DEPAR:I:aY1ENT k FIRE PREVENTION DI VLVION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302--2520 / T'AX (407) 302--2526 Pager (407) 918-0395 Plans Review Sheet Date: April 12, 2004 Business Address: 1401 W. 14th Street Occ. Ch.19 Existing Health Care Occupancy Business Name: C.F.R.H. (Cath Lab) Contractor: The Diaz/Fritz Group .B.O Architect: Ph. () Ph. (813)254-0072 FAX. O Ph. Fax. Reviewed [ ] Reviewed w'ihe' ,, J" Rejected [ Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: Plans reviewed as Mercantile Occupancy Class "C". FD reserves right to require applicable code requirements if occupancy use changes. Application — New Interior renovation Catheter Laboratory New Additions shall have no less than a 2 hour fire barrier 1.1 Mixed — (does not meet 6.1.14) 1.2 Special Definitions — (It does meet 3.1.10) -Hospital 1.3 Classification of Occupancy — low hazard (per 6.2.2.1) 1.4 Classification of Hazard of Contents — low hazard (per 6.2.2.1) 1.5 Minimum Construction — Shall Comply with table 19.1.6.2 2.2 Means of Egress Components -isles shall be maintained al all titnes & comply with L.S.C. 2000 ed-chapter #7. 2.3 Capacity of Egress — Shall be based on 0. 5 per person 2.4 Number of Exits — Not less than two (2) remotely located from each other — 1 �5t11VT'0RD FIRE DEI'Al? K TENT F: �D 4` FIRE PRE VENTIONDIVNION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / E4,V (407) 302-2526 Purger (407) 91 8-0395 2.5 Arrangement of Egress — O.K., will field verify, per section 7. 5%F. F.1'. C. 2.6 Travel Distance—>_S'hall not exceed 100' 2.7 Di's'c'barge f rotn Exits —Shall comply ivith7. 7 2.8 Illumination of Means of Egress — O.K.; will field verily 2.9 Emergency Lighting — O.K.; will field verify 2.10 Marling of Means of Egress — O.K.; will field verify 2.11 Special Features — Reserved 3.1 Protection of Vertical Openings — Shall provide two hour rating 3.2 Protection from Hazards — Shull cotnply with 19. 3.2 3.3 Interior Finish — Class "B" "A" or "C" allowed per 10.2.8.1 3.4 Detection, Alarm and Communications Systems — Nol required 3.5 Extinguishing Requirements — as lab =NFPA 1Q, twa (2) 4.410 ACA'.;fire 4�tin�Ja�islI rs re<piired every 75' (ft) 3.6 Corridors — 4 Special Provisions - 5 Building Services 5.1 Utilities — as per see 9-1 5.2 IIVAC — as per see 9-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Or Spr nkler ; = required Monitoring: required Other: NFPA 1 3-5.1 Fire Lanes — Existing 3-6.1 Key Box — Existing 2 DRAWING INDEX ARCHITECTURAL A000 COVER SHEET L1.01 LIFE SAFETY PLAN L1.02 LIFE SAFETY PLAN L1.03 LIFE SAFETY PLAN L1-04 LIFE SAFETY PLAN L1.05 LIFE SAFETY PLAN 1-1.06 LIFE SAFETY PLAN AI01 DEMOLITION / ICRA /FLOOR PLC A102 REFLECTED CEILING PLANS A103 . Fb IS PI�AQUAILS ILS AI04 FILE ROOM/ PAT. WTG. PLANS A501 MISCELLANEOU5 DETAILS '5TRuC,-,-T 4L 5101 STRUCTURAL DETAILS 4 NOTES PLUME3ING PI.01 DEMOLITION PLAN PLUMBING P1.02 §�40V IBING r 03 PEM(Y PLAN PLUMB/ MED. SAS ' P1.04 RENOV.PLAN PLUMB. / FIRE PROT. , u l IV � W_ n4 Q _ K- W' ,6 - , �n W a s x � � ;� W_ i x � to a C4 DRAWING BLOCK TITLE o C� Title Seale Number DRAWING LABEL No. ANGA , airs A _ j 0 Sheet -O00 WALL SECTION LABEL No. 0 Sheet -000 a E MECHANICAL MI-02 DEMOLITION PLAN MECHANICAL M1.03 RENOVATION PLAN MECHANICAL i M2.01 DEMOLITION PLAN MECHANICAL M2.02 RENOVATION PLAN MECHANICAL M2.03 ROOF PLAN MECHANICAL , r M2.04 SCHEDULES # DETAILS M2.05 DETAILS 4 NOTES ELECTRICAL E0.01 SYMBOL LEGEND/NOTES/DETAILS fiJOI- l�OCATION PLAN EL�C 21C _ " w ,. 1.02 DEMO. PEA-POWFR/5Y5TEMS/LI6H E1.03 RENOV. PLAN-POWfR/SY5TEM5/LIG T + E1-05 DEMO. PLAN -POWER SYSTEMS 1-0(0 NOV., 5L-'AN=�,JWER�6 YSTkM�JG q 1 E1.01 RENOY. PLAN -LIGHTING IQ_08 REIOV. ROOF PLAN -ELECTRICAL E4_01-ENLRGD. RENO'. PL`�AN EL-E . 4" . ., 6 Ebel PANEL SCHEDULES E602 PARTIAL R15ER DIAGRAM GEM PEI GE MEDICAL R EFERENCE DATE I DESCRIPTION 01/12/04 AHCA SUBMITTAL 02/200/04 155lED FOR BID TO OWNER W PROJECT MANUAL. 0122/20/04 OWNER / CITY REVIEW WITH PROJECT MANUALS AQ220/04 AREA RE -SUBMITTAL Fop, FINAL APPROVAL hs VICINITY MAP SANI'ORll, FLORIDA K BEENINOLE OLVP. CENTRAL FLORIDA REGIONAL H05PITAL � a �k7Sw' f o� ILL RILTON BTFEET MMIC.AL PI-AZA PR /c --TO 1-4 LLL I ST. STREET I Ill. I ST. eT1WET a a w �NP 0 No, A-0 5heet t � [Detail Area Outline DETAIL. LABEL pesi�nation GRID REFERENCE �-Elevation From 0-00 Finished Floor ELEVATION LABEL ELEVATION LEVEL PROJEO`CT TEAM 'S TkTI CENTRAL FLORIDA REGIONAL H05PITAL BLAND ENG, COO 1401 WEST SEMINOLE POULEVARQ 401-321-4500 SANFORD, FLORIDA 32111 KRIM T LYMAN DAVID50N DOOLEY, INC. ROBERTA N. CURRY, IIDA 5201 W. KENNEDY BLVD 813-288-9299 SUITE 501 FAX 813-288-8046 TAMPA, FLORIDA 33609 5 NU INS CENTER FOR INNOVATIVE STRUCTURES DOUG ME15ER, P.E. MACOILL AVENUE 813-835-5311 TAMPA, FLORIDA 34" FAX 835-5503 � P'I�CI�,4NIC N INS ENINSULA ftINEERING, INC. JIM MOSS �2016 ALDEN ROAD 401-246-1688 ORLANDO, FLORIDA 32803:. FAX 401-246-1664 PENINSULA ENGINEERING; INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 OF SETS 155UED I TION PENINSULA ENGINEERING, INC. 016 ALDEN ROAD ORLANDO, FLORIDA 32803 GUI 5U T I I I (REPRO 4) 3�ss� I G E MEDICAL SYSTEMS 4033 GREYSTONE DRIVE CLERMONT, FLORIDA 34111 BRYAN SPANGLER 401-246 -1688 FAX 401-246-1664 JIM MOSS 401-246 -16&8 FAX 401-246-1664 DAN PRUENT Installation Specialist 1-800-891-5025 EMAIL: Daniel.Pruent,@med.ge.com IL INS AT PROJECT AREA: GROSS BUILDING AREA TENANT AREAS EXISTING X-RAY FILE ROOM 422 S.F. SPRINKLERED EXISTING REHAB GYM AREA 125;S.F. SPRINKLERED TOTAL AREA INVOLVED 865 S.F. FULLY SPRINKLERED PROJECT DESCRIPTION: SCOPE OF WORK INTERIOR RENOVATIONS AND ALTERATIONS TO EXISTING X-RAY FILE ROOM AND EXISTING REHAB GYM AREA. THESE AREAS WILL BE RENOVATED TO THE NEW X-RAY FILE ROOM, PATIENT WAITING AND NEW CT SCANNER ROOK WORK INCLUDES DEMOLITION AND REPLCEMEI� OF SOME LIGHTING, HVAC, MEDICAL GASES. PLUMBING, INTERIOR FINISHES AND CASEGOOD INCLUDING INSTALL OF EQUIPMENT UPGRADE; REWORK OF TELEMEDICAL EQUIPMENT TO AIDE RADIOLOGY STAFF. BUILDING OCCUPANCY INSTITUTIONAL PRIMARY OCCUPANCY GROtP I - UNRESTRAINED - HOSPITAL CONSTRUCTION TYPE TYPE 11 PROTECTED, FULLY SPRINKLERED FIRE PROTECTION 2-HOU4 RATED SPRAY FIREPROOFING FOR STEEL MEMBERS ALLOWABLE AREA UNLMITED (EXISTING) MEZZANINE NO BUILDING HEIGHT N/1 - INTERIOR RENOVATION 1 I{ f (ITy OF SANFORD l PROJECT INFORMATION APPLICABLE CODES AND REGULATIONS: FLORIDA BUILDING CODE 2001 FLORIDA FIRE PREVENTION CODE 2001 NFPA 101, LIFE SAFETY CODE 2000 (AS CONTAINED WITHIN THE 2001 FIRE PREVENTION COPE) FLORIDA ADMINISTRATIVE CODE CHAPTER 59A-3 (HOSPITALS) AIA GUIDELINES FOR DESIGN & CONSTRUCTION OF HEALTH CARE FACILITIES 2001 EDITION T 3, SANFORTD, FLORIDA uc •�aL':a� 'gM1i9ys4'daY,ypy� .-.....-.. N NOT # OU I • NTH - _ 1. GENERAL CONTRACTOR SHALL TAKE ALL 6. WHEN -APPROVED EQUAL-, -EQUAL TO" OR OTHER QUALIFYING 12. KUSTING SIGNAGE: THE (C. SH4_1 RKVVK AND --STORK; NECESSARY PRECAUTIONS TO PROTECT AND STORE TERMS TES ARE USED, IT SHALL BE BASED UPON THE REVIEW AND ON SITE, ALL EXISTING SINAGE AFFECTED BY THE WORK. 21. IN AREAS IN WHICH WORK IS DONE, SEAL ALL EXISITNG AND NET/ 29.IF ANY SERVICES TO FACHL'IY,AFFECTING THE FACILITY'S OPERATIONS 37.CONTRACTOR TO PROVIDE ALLOWANCE FOR COMPLETE DUCTWORK EXISTING UTILITY LINES, GAS LINES AND FITTINGS, APPROVAL OF OWNER'S REPRESENTATIVE. THE GENERAL CONTRACTOI SHALL RE -INSTALL SUCH SIGNAGE WALL PENETRATIONS TO MAINTAIN THE INTEGRITY OF THE EXISTING REQUIRE INTER REQUIRE INTERRUPTION FOR ANY REASON, PROPER NOTICE AND CLEANING AT PROJECT COMPLETION. DUCTWORK, FIXTURES, ETC. WHICH REMAIN AS PART OF THE AFTER WORK IS COMPLETD IN AFFECTED ARRAS. STRUCTURE OR WAIL R MUST BE GIVEN TO OWNER'S REPRESENTATIVE. FINAL BUILDING SYSTEMS. GENERAL CONTRACTOR SHALL CLEAN, REPAIR, REPLACE, REI ETC, THESE ITEMS AS 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, SCAFFOLDING, TEMPORARY BRACING, BARRICADES, WALKWAY 13. CONTRACTOR TO PR(YIDE ACCESS TO ALL ROOF AREAS 22. IN AREAS IN WHICH WORK IS DONE, PATCH AND REPAIR EXISTING 30. WORK IN ADJACENT SPACES SHALT BE COORDINATED WITH THE 38. CONTRACTOR TO PROVIDE FOR MECHANICAL ENGINEER'S REVIEW AND APPROVAL AT LEAST ONE WEEK PRIOR TO STATE INSPECTION. REQUIRED FOR PROPER FUNCTIONING OF THE FUNCTIONING COVERS REQUIRED FOR COMPLETION OF THE WORK. PROVIDE DURING ENTIRE PR DURATION, TO BE SUPPLIED FIREPROOFING TO MAINTAIN FIRE RESISTANCE RATING. FACILITY. THE CONTRACTOR SHALL ANTICIPATE THE NEED FOR AND COMPLETE TYPE WRITTEN TEST AND BALANCE REPORT OF MECHANICAL FINAL BUILDING SYSTEMS. PROTECTION TO THE PUBLIC AS REQUIRED TO ACCESS t OW FOR INSPECTIONS Bt OWNER AND/OR ARCHITECT. MAKE APPROPRIATE ARRANGEMENTS FOR EVENING AND WEEKEND SYSTEM. 2. GENERAL CONTRACTOR SHAT_T VERIFY ALL DIMENSIONS ANY AND ALL CONSTRUCTION AREA ENTRANCES. 14. GENERAL CONTRACTOR TO PROVIDE ON SITE SUPERVISION 23. THIS IS A LIMITED ACCESS SITE. AIL. DELIVERIES OF CONSTRUCTION MATERIALS, FIXTURES, EQUIPMENT, ETC. MUST BE COORDINATED WITH WORK 39. G.C. TO MAINTAIN FIRE PROTECTION SPRINKLER SYSTEM IN AND dOII CONDITIONS AND SHALL REPORT TO OWNER'S B. DRAWINGS ARE NOT TO BE SCALED. ANY DIMENSIONAL DURING ALL ACTIVE DA YS AY01 E WORK. THE SITE/FACILITY OWNER'S REPRESENTATIVE. 31• DAMAGES TO PROPERTY OF THE OWNER SHALL BE REPAIRED OR PAID ACCORDANCE WITH NFPA 101, ITEM 9.7.6. IF THIS IS FOUND TO BE REPRESENTATIVE ANY DISCREPANCIES OR OMISSIONS INFORMATION REQUIRED BUT NOT GIVEN SHALL BE COORDINATED 15. CONTRACTOR SHALL 30TIFY ARCHITECT OF ANY FOR BY THE PARTY RESPONSIBLE FOR THE DAMAGE. THIS SHALL IMPOSSIBLE, THEN G.C. TO PROVIDE ALTERNATIVE METHODS FOR LIFE WHICH WOULD INTERFERE WITH SATISFACTORY WITH THE ARCHITECT. DISCREPANCIES BETHEN THE DETAILS CONTAINED 24. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROVIDING ALL INCLUDE, BUT NOT LIMUTED TO, DAMAGE TO THE FACILTY GROUNDS, SAFETY, SUCH AS BUT NOT LIMITED TO SMOKE DETECTION TIED INTO COMPLETION OF THE WORK GENERAL CONTRACTOR IS HEREIN AND WITH TH$ SPECIFICATIONS. NECESSARY FIRE RETARDANT TREATED WOOD BLOCKING WITHIN ANY PLANTINGS, WALLS, FLOORS, CEILINGS, PAVEMENTS, APPLIANCES, THE FIRE ALARM SYSTEM OF THE AREA OF CONSTRUCTION. RESPONSIBLE FOR VERIFICATION OF ALL FIELD 9. CHANGE ORDERS CAPPED AT LOX ABOVE COST TO WALLS FOR ANY WALL MOUNTED MILLWORK, GRAB BARS, E EQUIPMENT, VEHICLES, UTILITIES, FURNISHINGS, AND OTHER PROPERTIES. MEASUREMENTS, FIELD CONSTRUCTION AND INSTALLATION O R THE GENERAL, CONTRACTOR. 16. WHEN ANY PART OF TWISTING STRUCTURE OPEN EXTERIOR, ETC. COORDINATE LOCATION AND BLACKING REQUIRMENTS WITH OWNER 40. G.C. TO COORDINATE WITH FACILITY SCHEDULE OF CEILING CRITERIA, COORDINATION OF ALL TRADES AND SUPPLIED COORDINATION PROTECT INTERIOR FROM WIND, RAIN, STORMS, VANDALISM. M A WHERE NECESSARY. 32. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY DEMOLITION SO AS TO MINIMIZE NOISE TRANSMISSION DISCOMFORT TO ITEMS, AND THE MEANS AND METHODS OF CONSTRUCTION. 10. THESE SPECIFICATIONS AND DRAWINGS INDICATE THEFOR EXISTING -TO -REMAIN FINISHES OR FIXTURES WHICH ARE DAMAGED PATIENT AREAS ON THE SECOND LEVEL. IF AT ALL POSSIBLE, GENERAL CONTRACTOR I3 RESPONSIBLE FOR ARRANGING GENERAL SCOPE OF THE PROJECT THE 17. ANY DEVIATION FROM PLANS AND SPECIFICATIONS MUST BE 25. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY DURING DEMOLITION (I.E. CEILING TILES, CEILING GRID, FACILITY TO COORDINATE HAVING THESE PATIENTS AREAS UNOCCUPIED HOISTING FACILITIES, PARKING, ETC. FOR THE ARCHITECTURAL DESIGN CONCEPT, THE DNSIONS OF THE DIMENSIONS E SUBMITTED TO OWNER OR ARCHITECT FOR APPROVAL. CONSTRUCTION AND ALL STAGING, SCHEDULING, MATERIAL DELIVERIES WAILCOVERING, FLOOR COVERINGS, ETC. ) AT THE TIME OF CONSTRUCTION. HANDLING OF MATERIALS. BUILDING AND THE MAJOR ARCHITECTURAL ELEMENTS. THE AND OTHER ITEMS THAT AFFECT THE SEQUENCE OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS DO NOT NECESSARILY 18- IT IS THE CONTRACMR'S RESPONSIBILITY TO FURNISH AND INSTALL OR SCHEDULING THE CONSTRUCTION PROJECT. SPECIALTY EQUIPMENT 33. STENCIL WALL RATING ON FACE OF WALL ABOVE THE FINISHED 3. GENERAL CONTRACTOR IS TO OVERSEE CLEANING AND INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL ALL WORK, FIXTURE; AND EQUIPMENT NECESSARY TO COMPLETE THE DELIVERIES TO BE COORDINATED 'WITH EQUIPMENT VENDORS, AND CEILING. LETTERS TO BE MINIMUM OF 2- HIGH AND IABELKD AT ENSURE THAT THE PREMISES ARE MAINTAINED FREE OF RUBBISH DURING CONSTRUCTION. FINAL CLEAN UP IS PERFORMANCE AND COMPLETION OF THE REQUIREMENTS PROJECT AS PER P1ANS, UNLESS NOTED TO BE INSTALLED BY FACILITY. 25'-0" O.C. LABEL WITH FIRE, SMOKE AND NUMBER OF RATED THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. OF THE CONTRACT DOCUMENTS, ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE OTHERS. THE CONTACTOR IS TO DELIVER PROJECT CLEAN AND READY FOR USE AS APPROVED BY OWNER. 26.THE CONTRACTOR WBE RESPONSIBLE FOR ALL NECESSARY ILL HOURS. WALK NOT RATED THAT EXTEND TO UNDERSIDE OF DECK AND NOT RATED ARE TO BE LABELED -NO WALL RATING REQUIRED-. REPAIR, PATCH, TOUCH UP OR REPLACE MARRED CONTRACTOR SHALL FURNISH AND COORDINATE ALL ITEMS DEMOLITION, REWORK OF EXISTING BUILDING SYSTEMS, AND PATCHING SURFACES AND MAINTAIN CLEANING UNTIL WORK I3 REQUIRED FOR THE PROPER EXECUTION AND COMPLETION 19• COORDINATION 139BEEN ALL TRADES IS THE RESPONSIBILITY OF THE OR REPAIRING OF E%RSTING BUILDING FINISHES AFFECTED BY NEW 34. CONTRACTOR SHALL VERIFY REUSE OF ANY EQUIPMENT AND OR COMPLETED. G.C. TO REFERENCE INFECTION CONTROL RISK ASSESSMENT (ICRA) PROTOCOL ISSUED BY HOSPTTAL. OF THE WORK, QUESTIONS PERTAINING TO THE DRAWINGS GENERAL CONTRCTOR. CONSTRUCTION. FIXTURES (LIGHTING, DOORS, HARDWARE, ETC.) WITH THE OWNER. IF 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE OR THEIR INTENT SHOULD BE DIRECTED TO THE ARCHITECT. 20. INDEMNIFICATION LO THE FULLEST EXTENT PERMITTED BY LAW, THE 27. WHEN NEW WORK ABUTTS OR FINISHES FLUSH WITH EXISTING WORK ANYITEMSBBIE AND SED, THOSE INCL TOH D BEFITE S RARE TO BE ALL WITH ALL CODES, ORDINANCES AND REGULATIONS 11. THE WORK IN GENERAL INCLUDES THE RENOVATION OF CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MAKEA SMOOTH AND WORK -MAN -LIKE TRANSITION. MATCH EXISTING ITEMS REUSED ARE TO MATCH EXISTING FIXTURES OF SIMILAR TYPE. APPLICABLE AT PROJECT LOCATION. GENERAL CONTRACTOR OPERATING ROOMS - SUITE #1 AND #2, PROVIDING ARCHITECT, AND TEIR AGENTS AND EMPLOYEES FROM AND AGAINST ADJACENT WORK WITH PATCHED WORK IN TEXTURE AND APPEARANCE IS RESPONSIBLE FOR FILING AND SECURING ALL NECESSARY UPGRADE SURGICAL EQUIPMENT AND TEL.EMEDICAL ALL CLAIMS, DAXCES, LOSSES AND EXPENSES, INCLUDING BUT NOT SO THAT PATCH OR TRANSITION IS INVISIBLE AT FIVE FEET. 35.CONTRACTOR SHALL PROVIDE CUT SHEETS AND OWNER'S MANUAL FOR PERMITS, APPROVALS, ETC. FOR ALL TRADES. EQUIPMENT WHICH WILL AIDE THE MEDICAL STAFF IN THE LIMITED TO ATTOLM'S FEES ARISING OUT OF OR RESULTING FROM ALL EQUIPMENT INSTALLED BY CONTRACTOR. INFORMATION SHALL BE NURSES' STATION, PATHOLOGY AND RADIOLOGY, AS WELL AS TILE PERFORMANI& OF THE WORK PROVIDED THAT ANY SUCH CLAMP, 28. AT NO TIME SHALL THE FACILITY'S FUNCTIONS BE DISTURBED OR NEATLY AND ORDERLY BOUND IN A 3-RING BINDER, AND SUBMITTED 5. GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR A REMOTE CLASSROOM. NEW INTPRIOR FINISHES FOR ALL DAMAGE, LASS 0! EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, DISRUPTED DURING DEMOLITION OR CONSTRUCTION. SERVICES SHALL TO OWNER IN DUPLICATION UPON COMPLETION OF THE PROJECT. KEEPING ABREAST OF CONSTRUCTION PROGRESS AND WHERE INTERIOR SURFACES INVOLVED WITHIN AREA OF SICKNESS, DIME OR DEATH OF, TO INJURY, OR TO DESTRUCTION AT NO TIME BE DISRUPTED. SERVICES INCLUDE. BUT NOT LIMITED DELAYS HAVE OCCURRED DUE TO GENERAL CONTRACTOR'S RENOVATIONS. UPGRADE HVAC, ELECTRICAL AND MEDICAL OF TANGILBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING TO ELECTRICAL POWER, WATER, SEWER, HVAC, PARKING, PEDESTRIAN 3g,IT IS THE RESPONSHIITITY OF THE CONTRACTOR TO REVIEW THE FAULT, MAKE UP THE LAST TIME AT ILLS OWN EXPENSE AS GASES TO ACCOMMODATE NEW EQUIPMENT. THE LASS OF UB RESULTING THEREFROM. TRAFFIC AND ACCESS, ETC. PROPER OPERATION OF RVAC EQUIPMENT WITH OWNER'S NECESSARY TO MAINTAIN THE CONTRACT SCHEDULE. REPRESENTATIVE. D 0 J 0 z z 0 2 D 0 W z r 0 a w I I- 0 w M 0 I-- 0 z U) Ia ' a z a 0 W J 0 T a 0 w w M z a J I1. 0 a w I f- z I ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAMPA FT. COLLINS A1AHCA CMNTS_ 2/20/04 WI ~ d000- LL I w Q 0o :D z 7 o... 0 w CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida = Regional Hospit 1401 West Seminole Blvd. Sanford, Florida 32771 COVER SHEET 0,00 1 /12/04 ARCHITECTURE PLANNING INTERIOR DESIGN M YQW9°^iFl m A� FLAN� F ARTIAL FAGLITi'= GROUND FLooF�,) �M 1#1 I EXAM 1.IZA ED 1.1� 5p F S.U. ED 1. FINAP ED 1. UFFIC BED COUR: CQN ED I. El Sr x GENERAL- PLAN NOTES 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 SF, AS PER SECTION 409.12.1 IN THE 1994 S.B.0 WITH 1996 REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL DISTANCE TO A SMOKE BARRIER DOOR IS LE55 THAN 200 FT_, AS PER SECTION 409.12.1 IN THE 1991 S.B.C. 4 THE HOSPITAL OCCUPANCY LOAD 15 BASED ON 120 5F / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 SF / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEA5 PER SECTION 12-1.1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 199-1 5-B.C. 5 HOSPITAL EXIT UNITS REQUIRED 15 BASED ON 02 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-232 IN THE 1994 NFPA 101 LIFE SAFETY CODE. BOTH BASED ON A FULLY SPRINKLER.ED FACILITY_ ro ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.13 IN THE 1991 S.B.C. 1 THE BUILDING IS S.B.C. CONSTRUCTION TYPE II, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) S OCCUPANCY IS 5BC GROPUP 1 - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES 1-15TED A13OVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) PLAN NOTES PATH 1 PATH 1 IS A COMMON PATH OF TRAVEL THAT WILL F3E ACCESSIBLE DURING CONSTRUCTION AND ONCE CONSTRUCTION 15 COMPLETED. TRAVEL DISTANCE TO NEAREST EXITS : APPROX. 91 LF PATH 2 PATH 2 15 A COMMON PATH OF TRAVEL THAT WILL BE ACCESSIBLE UPON COMPLETION OF CONSTRUCTION TRAVEL DISTANCE TO NEAREST EXITS : APPROX. 220 LF LEGEND cz)>� MARK LOCATION OF AN EXISTINCs EXIT hib- DIRECTION OF TRAVEL PATH COMMON PATH MARKER ® COMMON PATH OF TRAVEL ROUTE SMOKE COMPARTMENT OARRIER/RATED WALL FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FHC/FE FIRE HOSE CABINET / FIRE EXTINGUISHER `/D I EXIT / DIRECTIONAL EXIT SIGNS F FIRE ALARM / STROBE AND /OR PULL SMOKE DETECTOR EN ELECTROMAGNETIC HOLD OPEN SC— SMOKE COMPARTMENT DESIGNATION LIFE 6AFFETY LEGEND 2 - HOUR RATED SHAFT WALL 2 - HOUR RATED SMOKE PARTITION 2 - HOUR RATED PARTITION I - HOUR RATED SMOKE PARTITION I - HOUR RATED HAZARpOUS PARTITION m-a-r®®a®-n 1 - HOUR RATED PARTITION ® ... ®®.. NON - RATED SMOKE TICsHT PARTITION NON - RATED PARTITION TO DECK (NO SYME00 NON- RATED PARTITION TO 4" MIN. AE0VE CEILING LLP LEAD LINED PARTITION M J z 0 J Q 0 z W J e�tLyman Iff Davidson ary5201 W. Kennedy• Suite 501 Tampa, FL 33609 '813'288.92991 INJ2 SHVILLE ■ 1 s e F .- �1 0 W 7 W M 0 F- x a n z In I- 0 W I- T CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 LIFE SAFETY PLAN $ ��a ' .. TIAL kFIRST ■ rt�LIFESAFE A101.dwg 1 • 1 11 COK Al � ■ NC P ��qqa 01 1 01 GENERAL PLAN NOTES 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 SF , AS PER SECTION 409.1.2.1 IN THE 1994 S_B.0 WITH 1996 REVISIONS AND SECTIONS 12-3.7.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL DISTANCE TO A SMOKE BARRIER DOOR IS LESS THAN 200 FT_, AS PER SECTION 409.1.2.1 IN THE 199-1 S_B.C. 4 THE HOSPITAL OCCUPANCY LOAD IS BASED ON 120 5F / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 5F / PER50N IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEA5 PER SECTION 12-1.-1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 199—T S_B.C. 5 HOSPITAL EXIT UNITS REQUIRED IS BASED ON 0.2 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-2.3.2 IN THE 1994 NFPA 101 LIFE SAFETY CODE. E30TH F3A5ED ON A FULLY SPRINKLERED FACILITY. 6 ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON —RATED SMOKE RESISTIVE PARTITION PER SECTION 409.1.3 IN THE 199-1 S_P .C_ THE BUILDING IS S.B.C. CONSTRUCTION TYPE II, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) g OCCUPANCY IS S[3C GROPUP 1 — INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP — NEW HEALTHCARE OCCUPANCIES. (CODES LISTED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) FLAN NOTES PATH I AND PATH 2 ARE COMMON PATHS OF TRAVEL PATH 1 THAT WILLBE ACCESS15LE DURINr CONSTRUCTION AND ONCE CONSTRUCTION IS COMPLETED. PATH 2 TRAVEL DISTANCE TO NEAREST EXITS - APPROX. 2?,o LF PATH 3 15 A COMMON PATH OF TRAVEL PATH 3 THAT WILL BE ACCESSIBLE UPON COMPLETION OF CONSTRUCTION TRAVEL DISTANCE TO NEAREST EXITS - APPROX_ 250 LF LEGEND EXIT MARK LOCATION OF AN EXISTING EXIT DIRECTION OF TRAVEL PATI—} COMMON PATH MARKER M ® COMMON PATH OF TRAVEL ROUTE SMOKE COMPARTMENT BARRIER/RATED WALL FE FIRE EXTINGU15HER FEC FIRE EXTINGU15HER CABINET FHC FIRE HOSE CABINET FHC/FE FIRE H05E CABINET / FIRE EXTINr3U15HER (� I(2-01I EXIT / DIRECTIONAL EXIT SICxNS F FIRE ALARM / 5TRO5E AND /OR PULL ® SMOKE DETECTOR EH ELECTROMAGNETIC HOLD OPEN Sc# SMOKE COMPARTMENT DESIGNATION LIFE SAFETY LEGEND 2 — HOUR RATED SHAFT WALL m 2 — HOUR RATED SMOKE PARTITION 2 — HOUR RATED PARTITION I — HOUR RATED SMOKE PARTITION I — HOUR RATED HAZARDOUS PARTITION I — HOUR RATED PARTITION ..... ...... NON — RATED SMOKE TIGHT PARTITION NON — RATED PARTITION TO DFCK (NO SYMBOL) NON— RATED PARTITION TO 4" MIN, ABOVE CEILING 1-1 P LEAD LINED PARTITION z Q 0 ATLANTA NASHVILLE ��f TAMP. F3WY 4 FT. COLLINS 1 d AHGA A �e v LLJ CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida Regional Hospit 1401 West Seminole Blvd. Sanford, Florida 32771 LIFE SAFETY PLAN PARTIAL GROUND FLOOR LIFESAFE-03—A102 303640.00 COK RNC I I I I I Iu I. I v OFFICE— — SOILED PHYSICIAN NURSE UTILITY SP 1.2© SP 1 6 SP 1.04- C (� a LINEN a PATHOLOGY ,ai FLAN m FAT I AL FAC IL I T�' a GROUND FLOOR GENERAL FLAN NOTES 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE CROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 $F , AS PER SECTION 409.1.2.1 IN THE 1994 S.B.0 WITH 1996 REVISION$ AND SECTIONS 12-31.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL D15TANCE TO A SMOKE BARRIER DOOR 15 LESS THAN 200 FT., AS PER SECTION 409.1.2.1 IN THE 199-1 $.B.C. 4 THE HOSPITAL OCCUPANCY LOAD 15 BASED ON 120 5F / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 5F / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEAS PER SECTION 12-I.-I IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 199-1 S.B.C. 5 HOSPITAL EXIT UNITS REQUIRED 15 BASED ON 0.2 INCHES / PER50N FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-23.2 IN THE 1994 NFPA 101 LIFE SAFETY CODE. BOTH BASED ON A FULLY SPRINKLERED FACILITY. b ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409-13 IN THE 199-1 S.B_C- 1 THE BUILDING IS S.B.C. CONSTRUCTION TYPE II, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) a OCCUPANCY IS SBC GROPUP 1 - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) LEGEND EXIT MARK LOCATION OF AN EXISTING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKER ® ® COMMON PATH OF TRAVEL ROUTE SMOKE COMPARTMENT BARRIER/RATED WALL FE FIRE EXTINGUISHER FEC FIRE FXTINGU15HER CA3INF-T FHC FIRE HOSE CABINET FHC/FE FIRE HOSE CABINET / FIRE EXTINGUISHER 1 \(2-/)1 I EXIT / DIRECTIONAL EXIT 5IGNS F FIRE ALARM / STROBE AND /OR PULL SMOKE DETECTOR EN ELECTROMAGNETIC HOLD OPEN C# SMOKE COMPARTMENT DESIGNATION LIFE SAFETY LEGEND 2 - HOUR RATED SHAFT WALL 2 - HOUR RATED SMOKE PARTITION 2 - HOUR RATED PARTITION ® I - HOUR RATED SMOKE PARTITION I - HOUR RATED HAZARDOUS PARTITION ��e.,....�..� I - HOUR RATED PARTITION NON - RATED SMOKE TIGHT PARTITION NON - RATED PARTITION TO DECK (NO 51-NBOL) NON- RATED PARTITION TO 4" MIN. ABOVE CEILING LLr1 LFAD LINED PARTITION z 0 U) 0 Q 0 } a 0 U w 0 w z 0 z z 0 0 w w [0 Q z Ir 0 0 w U 0 0 Q. w w m Z 0 w I U Q a z 0 U 0 Q fy w w 0 IL III T I- (n ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS A1AHCA COMMENTS A . A- ►ee w O O 11 w U) 0 , s ' 0 c/ ! CL D l� C< W s CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida Regional Hospit 1401 West Seminole Blvd- , Sanford, Florida 32771 LIFE SAFETY PLAN PARTIAL GROUND FLOOR LIFESAFE-03-A103 303640.00 COK s RNC 1 /12/04 ARCHITECTURE PLANNING INTERIOR DESIGN GENERAL PLAN NOTE-5 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GROSS SQUARE FOOTAGE, AND DOE5 NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 5F , AS PER SECTION 409.1.2.1 IN THE 1994 5.13.0 WITH 1996 REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL DISTANCE TO A SMOKE BARRIER DOOR 15 LESS THAN 200 FT., A9 PER SECTION 4013.1.2.1 IN THE 199-1 S.B.C. 4 THE HOSPITAL OCCUPANCY LOAD IS BASED ON 120 SF / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 SF / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEA5 PER SECTION 12-1.1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 1991 5.B.C. 5 HOSPITAL EXIT UNITS REQUIRED 15 BASED ON 0.2 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL 13Y STAIRS PER 12-2.3.2 IN THE 19,34 NFPA 101 LIFE SAFETY CODE. BOTH C3A5ED ON A FULLY SPRINKLERED FACILITY. ro ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.13 IN THE 1991 S.B.G. 1 THE BUILDING 15 S.B.C. CONSTRUCTION TYPE II, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) a OCCUPANCY 15 55C GROPUP I - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED A15OVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) LEGEND �XIT MARK LOCATION OF AN EX15TING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKER ® COMMON PATH OF TRAVEL ROUTE SMOKE COMPARTMENT DARRIER/RATED WALL FE FIRE EXTINGUISHER FEC FIRE EXTINGU15HER CABINET FHC FIRE H05E CABINET FHC/FE FIRE HOSE CABINET / FIRE EXTINGU15HER �I EXIT / DIRECTIONAL EXIT SIGNS F FIRE ALARM / STROBE AND /OR PULL ® SMOKE DETECTOR EH ELECTROMAGNETIC HOLD OPEN SC— # SMOKE COMPARTMENT DESIGNATION LIFE SAFETY LEC-sEND 2 - HOUR RATED SHAFT WALL . 2 - HOUR RATED SMOKE PARTITION 2 - HOUR RATED PARTITION I - HOUR RATED SMOKE PARTITION 1 - HOUR RATED HAZARDOUS PARTITION ®am==®®mma I - HOUR RATED PARTITION — — — — — NON - RATED SMOKE TIGHT PARTITION NON - RATED PARTITION TO DECK (NO SYMBOL) NON- RATED PARTITION TO 4" MIN. ABOVE CEILING LLP LEAD LINED PARTITION M �45 f�E PL,4N .-1.�4 u.T.s. z a a w Z t� m w J z D 0 J a z 0 w 0 w m J J a J_ U w 0 a a IX w a a 1"; w J 0 >T _Z 0 w U D 0 0 d w W in 0 t- N 0 z U w F- T U a a 0 w 0 4 w 11 Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tarnpa, FL 33609 813.288.9299 t 813.288.8046 If Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS Q CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida Regional Hospit 1401 West Seminole Blvd. Sanford, Florida 32771 LIFE SAFETY PLAN GROUND FLOOR LIFESAFE-03-A104 11� ARCHITECTURE PLANNING INTERIOR DESIGN � EXf � EXIT ai FLAN- PARTIAL FACILIT�'= GROUND FLOOF� LO I,)) SCALE = 1:10 LC GENERAL FLAN NOTES 1 AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE GROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 5F , AS PER SECTION 409.12.1 IN THE 1994 5.1=3_C WITH 1996 REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY CODE. 3 THE MAXIMUM TRAVEL DISTANCE TO A SMOKE BARRIER DOOR IS LESS THAN 200 FT., AS PER SECTION 409.1.2.1 IN THE 199-1 S.B.C. 4 THE HOSPITAL OCCUPANCY LOAD 15 BASED ON 120 SF / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 SF / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEAS PER SECTION 12-1.1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 5F / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 1997 S.B.C. 5 HOSPITAL EXIT UNITS REQUIRED IS BASED ON 02 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIRS, AND 03 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-2.3.2 IN THE 1994 NFPA 101 LIFE SAFETY CODE. BOTH BASED ON A FULLY SPRINKLERED FACILITY. 6 ALL EXIT ACCE55 CORRIDORS WHICH ARE NOT CON5IDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.13 IN THE 199-1 S.R.C. THE 13UILDING 15 S.F.C. CONSTRUCTION TYPE II, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) S OCCUPANCY IS 65C GROPUP 1 - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) LEGEND =[M� MARK LOCATION OF AN EXISTING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKER ® ® COMMON PATH OF TRAVEL ROUTE SMOKE COMPARTMENT 0ARRIER/RATED WALL FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FHC/FE FIRE HOSE CABINET / FIRE EXTINGUISHER IEXIT / DIRECTIONAL EXIT SIGNS F FIRE ALARM / STROBE AND /OR PULL ® SMOKE DETECTOR EH ELECTROMAGNETIC HOLD OPEN SIC — # SMOKE COMPARTMENT DESIGNATION LIFE SAFETY LEGENID 2 - HOUR RATED SHAFT WALL 2 - HOUR RATED SMOKE PARTITION ® �® 2 - HOUR RATED PARTITION �. I - HOUR RATED SMOKE PARTITION r I - HOUR RATED HAZARDOUS PARTITION I - HOUR RATED PARTITION NON - RATED SMOKE TIGHT PARTITION NON - RATED PARTITION TO DECK (NO SYMBOL) NON- RATED PARTITION TO 4" MIN, ABOVE CEILING LLP LEAD LINED PARTITION FL AN WIN W J z 0 a 0 } z Q z 0 0 W 0 W rn 0 0 W J 0 z J Z 0 LU 0 0 LIJ f- T 0 Q 0 Z 0 0 Q Q z Q J LL 0 Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida Regional Hospit 1401 West Seminole Blvd. Sanford, Florida 32771 LIFE SAFETY PLAN PARTIAL GROUND FLOOR LIFESAFE-03-A105 303640.00 COK RNC .11 M M", 111 IN Il" PL AN � PART f AL F,4C IL I fii = GROUND FLOC R, GENERAL FLAN N®TE5 I AREAS LISTED IN LIFE SAFETY EXIT CALCULATIONS ARE CROSS SQUARE FOOTAGE, AND DOES NOT INCLUDE BUILDING OVERHANGS. 2 COMPARTMENTS ARE DIVIDED INTO AREAS NOT GREATER THAN 22,500 SF , AS PER SECTION 409.1.2.1 IN THE 1994 5-B-C WITH 199ro REVISIONS AND SECTIONS 12-3.1.1 IN THE NFPA 101 LIFE SAFETY GODE. 3 THE MAXIMUM TRAVEL DISTANCE TO A SMOKE BARRIER DOOR 15 LESS THAN 200 FT., AS PER SECTION 409.12.1 IN THE nc3l S.B.G. 4 THE HOSPITAL OCCUPANCY LOAD 15 13A5ED ON 120 SF / PERSON IN INSTITUTIONAL SLEEPING AREAS, AND 240 5F / PERSON IN INSTITUTIONAL INPATIENT TREATMENT AND ANCILLARY ATEA5 PER SECTION 12-1.1 IN THE 1994 NFPA 101 LIFE SAFETY CODE, AND 100 SF / PERSON IN THE INSTITUTIONAL OUTPATIENT PER SECTION 1003.1 IN THE 199-1 S_B.C. 5 HOSPITAL EXIT UNITS REQUIRED 15 BASED ON 0.2 INCHES / PERSON FOR HORIZONTAL TRAVEL WITHOUT STAIR5, AND 0.3 INCHES / PERSON FOR TRAVEL BY STAIRS PER 12-232 IN THE 1994 NFPA 101 LIFE SAFETY CODE. BOTH EASED ON A FULLY SPRINKLERED FACILITY. ro ALL EXIT ACCESS CORRIDORS WHICH ARE NOT CONSIDERED AS A SUITE SHALL HAVE A NON -RATED SMOKE RESISTIVE PARTITION PER SECTION 409.1.3 IN THE 199i S.B.C. -1 THE BUILDING 15 S.B.G. CONSTRUCTION TYPE II, AND NFPA 220 CONSTRUCTION TYPE 1 (3-3-2) 8 OCCUPANCY IS SBC GROPUP 1 - INSTITUTIONAL, UNRESTRAINED, AND NFPA GROUP - NEW HEALTHCARE OCCUPANCIES. (CODES LISTED ABOVE WERE THE CURRENT CODES AT THE TIME FACILITY WAS CONSTRUCTED AND PER LATEST REVISION TO CALCULATION IN 1999) LEGEND MARK LOCATION OF AN EXISTING EXIT DIRECTION OF TRAVEL PATH COMMON PATH MARKET' ® N COMMON PATH OF TRAVEL ROUTE ® SMOKE COMPARTMENT BARRIER/RATED WALL FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FHC/FE FIRE HOSE CABINET / FIRE EXTINGUISHER `C�'��—��' I�I C•� EXIT / DIRECTIONAL EXIT 51C-3N5 F FIRE ALARM / STRODE AND /OR PULL ® SMOKE DETECTOR EN ELECTROMAGNETIC HOLD OPEN SC— SMOKE COMPARTMENT DESIGNATION LIFE SAFETY I-EGEN[D 2 - HOUR RATED SHAFT WALL A 2 - HOUR RATED SMOKE PARTITION 2 - HOUR RATED PARTITION I - HOUR RATED SMOKE PARTITION I - HOUR RATEP HAZARDOUS PARTITION I - HOUR RATED PARTITION NON - RATED SMOKE TIGHT PARTITION 1 1 NON - RATED PARTITION TO DECK (NO SYMBOL) NON- RATED PARTITION TO 4" MIN. ABOVE CEILING LLP LEAD LINED PARTITION ON 0 J �g ❑ z a w z 0 0) W J z a 0 z z 0 a D w IY W 7 W W 0 t-- (L z Ix 0 p 0 W F- 2 0 7 } w J 0 0 0 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davt'dson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAMPA FT. COLLINS 8 ■ An CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida Regional Hospit 1401 West Seminole Blvd. Sanford, Florida 32771 LIFE SAFETY PLAN PARTIAL GROUND FLOOR LIFESAFE-03-A106 303640.00 COK RNC KEY PLAN 11. 1 /12/04 D SAW CUT EXISTING SLAB TO ACCOMMODATE FLOOR TRENCHES SPECIFIED FOR THE GE MEDICAL EQUIPMENT. REFER TO C GE MED DWGS. FOR ACCURATE LOCATION AND LTRENCH SIZES. RAIN Lr=ADl=R r—� TO RELO( REMOVE EXISTING MILLWORK, CABINETRY AND PLUMBING. CAP I — AND SEAL OFF PLUMBING. V� REMOVE EXISTING DOOR AND FRAME. ENLARGE OPENING TO ACCOMMODATE NEW DOOR AND FRAME. 1 DEMOLITION PLAN 3/16' = V-0' C T SCANNER ROOM )NTROL RM. 102 SHIELDING SPECIFICATIONS ALL WALLS TO RECEIVE AN ADDITIONAL LAYER OF LEAD LINING. LEAD LINING TO BE APPLIED IN ROLL SHEET FORM AS SPECIFIED TO EXISTING FACE OF WALLS. LINING MUST BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS LISTED WITHIN PROJECT MANUAL AND IN ACCORDANCE WITH CURRENT FLORIDA CONTROL OF RADIATION HAZARD REGULATIONS. AN ADDTIONAL LAYER OF 1/2" TYPE 'X' GYP. BOARD IS TO BE APPLIED OVER ROLL GOODS. SEAL AND CAP ALL SCREW PENETRATIONS AS SPECIFIED IN ACCORDANCE WITH RADIATION SHEILDING SECTION WITHIN PROJECT MANUAL. /1 RADIATION BARRIER PLAN 3/16' = 1'-0' a ,J 1 "1 M101) .\ 1�C1 z. TCRA FLHOR PLAN 3/16' - F-0' C T SCANNER ROOM FLUHR PLAN 3/16' = 1'-0' )NTROL RM. �l INFECTION CONTROL RISK ASSESSMENT (ICRA) NOTES: CONSTRUCTION PROJECT ACTIVITY TYPE: TYPE A,B,C,D PATIENT RISK GROUP: GROUP 4 HIGH / HIGHEST RISK CLASS OF PRECAUTIONS: CLASS IV LOU GENERAL CONTRACTOR TO ADOPT AND FOLLOW THIS LIST OF PROCEDURES BEFORE AND DURING CONSTRUCTION: I, OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. REMOVE OR ISOLATE THE HVAC SYSTEM DURING EACH PHASE IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF DUCT 2. SYSTEM. COVER ALL EXPOSED RETURN AIR DUCTWORK. METHOD OF CAPPING DUCTWORK SHALL BE DUST —TIGHT AND PREVENT AIRFLOW. COMPLETE ALL CRITICAL BARRIERS AND TEMPORARY BARRIERS TO SEAL AREA FROM NON WORK AREAS OR IMPLEMENT CONTROL CUBE 3. METHOD (CARTS WITH PLASTIC COVERS/ING, AND SEALED CONNECTION TO WORK AREA WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS. SEAL EXISTING DOOR(S) TO ROOM(S) THAT IS(ARE) BEING WORKED ON 4. DURING THE APPROPRIATE PHASING SCHEDULE FROM CORRIDOR SIDE WITH 6 MIL POLY AND DUCT TAPE. 5. PROJECT SITE TO INSTALL AND MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. G.C. TO CONSTRUCT A DECONTAMINATION ROOM AND CHANGE ROOM. PROVIDE STICKY MAT AT ENTRANCE TO THIS AREA. ALL PERSONNEL WILL BE REQUIRED TO PASS THROUGH THESE ROOMS SO THEY CAN B• BE VACUUMED USING HEPA VACUUM CLEANER BEFORE LEAVING WORKSITE AND WEAR CLOTHING OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE 7. COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA. SEAL ALL HOLES, PENETRATIONS, PIPES, CONDUITS AND PUNCTURES B• IN ALL EXISITNG PARTITIONS THAT ARE ADJACENT TO CONSTRUCTION AREAS APPROPRIATELY. G.C. IS NOT TO REMOVE TEMPORARY BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE OWNER'S SAFETY 9, DEPARTMENT AND INFECTION CONTROL RISK ASSESSMENT DEPARTMENT, AND, AREA HAS BEEN THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT. GENERAL CONTRACTOR TO ADOPT AND FOLLOW THIS LIST OF PROCEDURES AFTER CONSTRUCTION IN COMPLETED. OBTAIN APPROVAL TO REMOVE TEMPORARY BARRIERS FROM OWNER'S I. SAFETY DEPARTMENT, INFECTION CONTROL RISK ASSESSMENT DEPARTMENT AND ENVIRONMENTAL SERVICES DEPARTMENT. REMOVE ALL BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING 2 OF DIRT, DUST AND DEBRIS ASSOCIATED WITH CONSTRUCTION. CONTAIN CONSTRUCTION DEBRIS IN SEALED TRANSPORT CONTAINERS BEFORE EXITING THE WORK AREAS. CARTS OR RECEPTACLE TO BE COVERED AND TAPED, UNLESS THEY HAVE A SOLID LID. 3. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. WIPE DOWN ALL HORIZONTAL AND WORK SURFACES WITH MANPOWER 4 AND EQUIPMENT (WET CLOTHES, WET MOPS, DRY MOPS, BROOMS, CLEAN WIPING RAGS, ETC.) USING DISINFECTANT, WET MOP FLOOR AREAS. 5 REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. GENERAL NOTES - DEMOLITION REMOVE ALL EXISTING CEILING FIXTURES AND COMPONENTS ElCLEAN AND REPAIR AND MAKE READY FOR REUSE IF REQUIRED IF EXISTING FIXTURES REMOVED ARE IN POOR CONDITION REPLACE WITH NEW FIXTURES. REMOVE EXISTING COVER PLATES, PREP TO EXTEND TO NEW LAYER OF LEAD LINING AND / OR LEAD -LINED DRYWALL. 2] REMOVE EXISTING MILLWORK AND FILING SYSTEM. STORE IN SECURE LOCATION, UNLESS NEW FILE ROM 15 READY FOR INSTALLATION. r 3� REMOVE EXISTING FLOORING AND BASE MATERIALS_ PREP AREAS I I TO RECEIVE NEW MATERIALS PROVIDE I -LAYER 6-MILL THICK VISQUEEN FLOOR TO CEILING. CONTINUOUS TAPE 8 SECURE ALL EDGES, LEAVE OVERLAPPED OPENING RETURN ANY UNUSED COMPONENTS BACK TO FACILITY AND PLACE IN A SECURED LOCATION DESIGNATED BY FACILITY. GENEFRAL NOTES - CONSTRUCTION G.C. TO BUILD TEMPORARY WALL PROTECTION IN CORRIDAOR AND INSTALL VIS(;ZUEEN PRIOR TO ANY WORK BEING STARTED. G.G. TO REMOVE EXISTING DOOR AND FRAME AND REPLACE WITH F2 NEW DOOR AND PRIOR TO ANY ITION WORK NEW DOOR AND FRAMEETO BE PROTECTED ASLMUCH AS POSSIBLE TO ELIMINATE DAMAGE DURING CONSTRUCTION. a w J 0 z Q 0 w z C7 w z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS AAHCA CMNTS. 02/20/04 An CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida Regional Hospit 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION & NEW CONSTRUCTIOI FLOOR PLANS 303640_A101.dwg 303640.00 RNC,COK RNC 101 T I - 1 /12/04 ARCHITECTURE PLANNING INTERIOR DESIGN C T SCANNER ROOM 161 EXISTING CEILING HEIGHT TO REMAIN, PROVIDE MEW CEILING AND GRID, ADD'L LIGHT FIXTURES AND SWITCHES AS SHOWN AND AS FURTHER CLARIFIED ON ENGINEERING DWGS. REFER TO CONTROL RM. GE MEDICAL DWGS. FOR FURTHER CLARIFICATION ON CEILING EQUIPMENT. 1-2 0 0 0 Lq 0 0 0 M 0 0 0 0 MOM 1 .�'.IRf1.fc. a�� k EXISTING CEILING TO REMAIN, PROVIDE ADD'L LIGHT FIXTURES AND SWITCHES AS SHOWN AND AS FURTHER CLARIFIED ON ENGINEERING DWGS. REFER TO GE MEDICAL DWGS. FOR FURTHER CLARIFICATION ON CEILING EQUIPMENT. RFFLICTED CEILING PLAN. 3/16' = 1'-10N C T SCANNER ROOM ••� 1 1 1 11 r � IW-31114130FTAIRR Nut 211111W31141 1 r Ell i� — i •� •��� I ��— —: fir— � � � , . O VO I O O 1 .51-~ C11LING EQUIPMENT PLAN 1 Z lip- 3,1E , 1-o REFLECTED CEILING PLAN NEU) 2' X 4' BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE # NEU) 2' X V BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE - E EX15TING 2' X 4' BLDG. 5TD. FLUORESCENT LAY -IN LIGHT FIXTURE EX15TING 2' X 2' BLDG. STD. FLUORE5CENT LAY -IN LIGHT FIXTURE RELOCATED 2' X 4' PLDG. 5TD. FLUORESCENT LAY -IN LIGHT FIXTURE RELOCATED 2' X 2' BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE EXISTING 2' X 4' BLDG. STD. FLUORESCENT FIXTURE TO BE REMOVED/RELOCATED EXISTING TX 2' BLDG. STD. FLUORESCENT FIXTURE TO BE REMOVED/RELOCATED ruiZid EMERGENCY 2' X 4' BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE ON EMERGENCY BALLSAT, G.C. TO VERIFY LOCATION OF EXISTING, COORD. W/ ARCHITECT RECESSED INCANDESCENT DOWN LIGHT n TRACK LIGHTING SYSTEM ® SINGLE POLE SWITCH • SINGLE POLE SWITCH ON DIMMER THREE-WAY SWITCH NEW H.V.A.C. RETURN AIR GRILLE ® EXISTING H.V.A.C. RETURN AIR -GRILLE J REMOVED/RELOCATED H.V.A.C. RETURN GRILLE ® NEW H.V.A.G. 5UPPLY REGISTER TO MATCH EXISTING ® EXISTING H_V.A.C. SUPPLY REGISTER REMOVED/RELOCATED H.V.A.C. SUPPLY REGISTER EXIT SIGN. PROVIDE DIRECTIONAL ARROWS ONLY WHERE THE SIGN 15 NOT POSITIONED DIRECTLY ABOVE AN EXIT o EXISTING SPRINKLER HEAD x EXISTING SPRINKLER HEAD TO E3E REMOVED 0` 0 EX15TING SPRINKLER HEAD TO BE RELOCATED O NEW SPRINKLER HEAD gm� Lyman bow dDavidson • r n� Dooley, Inc. 5201 W. Kennedy Blvd. Suite 1 Tampa, FIL 1 :: 813.288.8046 1 "k� WT Iddi-architects.corn �, atA I LANTA AMPA 8 TFT. COLLINS e . ' . r��gf s5 A WE No S� I CTSCANNER Central Florida Regional Hospit •�'/� 1401 : Central Florida •,tJ��� 1401 West Selciiiole Sanford, Florida 32771 REFLECTED CEILING PLANS ARCHITECTURE PLANNING INTERIOR DESIGN C T SCANNER ROOM �I )NTROL RM. 1�2 F-1 �D �-1 THAN�FINISHEDiWIDTH OF RIGHT SIDE OF VERTICAL TRENCH. FLODR FINISH PLAN MIS ',,- EXISTING - GYP. BD. = _ t -I EXISTING CONCRETE FLR. CAULK -TO MATCH VWC (5UF3MIT TO DESIGNER FOR APPROVAL.) TRIM CAP VINYL COVE IFIL.L.ER T�F I GAL COVED _. ,5 T A I I LAYER V15QUINE, USE HEAVIEST GAUGE ( & MILS THICK) SECURE TO STUDS -} SEAL ALL JOINTS 4 I I PENETRATIONS WITH TYFIGAL CONTINUOUS 5U� IFEfR C-I:UAR� TAIL DUCT TAPE '`� CONTINUOUS CAULK EXISTING BETWEEN CEILING CHANNEL d EXISTING: INSTALL NEW SUSPENDED SUSPGRIE�NNP - UNDERSIDE OF STRUCTURE 5/8 TH CnYP.�RD. - ONE LAYER, ON CEILING TILE MTL. STU D FRAMEWIC SYSTEM STUDS AT 1� I O.C.--J" ADJUST FRMUI<- To ONE LAYER TYPE FIRE RETARDANT WOOD NAILER FIT AROUND STEEL X' GYP. BD.,EAGH SIDE, TAPE, MUD, ALL JOINTS, DO NOT SAND ONE LAYER 5/8" PAINT OCCUPIED 51DE GYP_ BD. GLOSS WHITE 2 1/2"" METAL 3-5/8" METAL STUDS g 1'-4" O.C— STUDS 0 IV" O.C.R 23-5/0" MTL. TACKS----------- SOUND f3ATT 2 1/2" R MTL. TRACKS- SECURE TO EXISTING INSULATION SECURE TO EXISTING FLOOR FLOOR WORK AREA SIDE CORRIDOR SIDE 1 TEM�OFD-_A F;P_'fi" 1�fi f ,4fi�T 1 T 1 Oi l e 1 F IN I SI-4 NOTES F-1 REMOVE EXISTING FLOORING AND 13A5E MATERIEALS THROUGHOUT. PREP EXISTING FLOOR TO RECEIVE NEW FLOORING AND COVED EASE MANNINGTON FLOORING, BIOSPEC, COMPOSED OF TWO COLOR5. COLOR 01 MANNINGTON, BIOSP EC, COLOR " TOP SQUARE INSERTS AS DIAGRAMED ABOVE COLOR *2 MANNINGTON, BIOSPEC, COLOR " TBD ACCENT STRIPES AND GRID AS DIAGRAMED ABOVE F-2 EXISTING FLOORING TO REMAIN. CLEAN THOROUGHLY PRIOR TO OCCUPANCY BY FACIILITY. 5-1 COVE BASE TO (b" NIGH ALONG WALLS MANNINCsTON FLOORING, RIOSPEC, COLOR " TBD 8-2 EX15ITNG BA5E TO REMAIN, TIE INTO NEW OR COORDINATE TRANSITION. P-1 ALL WALLS AND COLUMNS TO 5E PAINTED: DEVOE REYNOLDS " TO 5E DETERMINED P-2 ALL WALLS AND COLUMNS TO REMAIN NO NEW FINISH.: F, 3 ALL DOOR FRAMES TO BE PAINTED DEVOE REYNOLDS " TO BE DETERMINED MW-1 ALL MILLWORK UNITS PLASTIC LAMINATE: COLOR TO BE DETERMINED 50LIP SURFACE COUNTERTOP/TRIM: COLOR TO EE DETERMINED CGS -I WALL BUMPER GUARD SYSTEM: KOROG-aARD - 15200 SERIES RETAINER TO BE ALUMINUM FINISH, BUMPER COLOR: T E3 D INSTALL AT HEIGHTS INDICATED ON PLANS P-4 ALL WALLS ALONG SURGICAL CORRIDOR TO BF PAINTED: TO MATCH EXISITNG FINISH COLOR AREA TO BE PAINTED WILL NEED TO BE CONFIRMED WITH FACILITY q Q z � X W (X 0- 0. 2 7: Y U w� Q- Y_ CG-2 � Q 0 CCx-2 = 4" M (Y O � LL NEW DOOR TYPE 'A' SPECIFICATIONS NEW DOOR TO BE AS DIAGRAMED ABOVE WITH LEAD LINED SHEII_DING IN DOOR, VIEW WINDOW AND IN DOOR FRAME. LEAD LINING TO BE OF THE SAME EQUIVALENCE AS IN WALLS - 1.5 mm. LEAD LINING TO BE INSTALLED IN ACCORDANCE_ WITH SPECIFICATIONS LISTED WITHIN PROJECT MANUAL AND IN ACCORDANCE WITH CURRENT FLORIDA CONTROL OF RADIATION HAZARD REGULATIONS. ADJUST HARDWARE TO ACCOMMODATE ADDITIONAL WEIGHT OF MATERIALS. SEAL ANY OPENED DUCTWORC VISQUIN (0 MIL. TH) AND SECURE WITH DUCT TAPE EXI5TING SUSPENDED GRID AND CEILING TILE CONTINUOUS CAULK SYSTEM BETWEEN GYP. BRD. CEILING CEILING AND METAL I LAYER 5/8 TH _ CONTINUOUS CAULK CEILING TRACK LEAD LINED GYP. BD. BETWEEN CEILING OR 1 LAYER OF LEAD CHANNEL S EXISTING CONT. CORNER BEAD SHEET GOODS PLA UNDERSIDE OF STRUCTURE ATOP EXISTING FACE FOR NEW WALLS ONLY OF WALL, W/ 1 LAYE UNDERSIDE OF DROPPED is l'-6" A.F.F. AT DOCUMENTATION E>/gll GYP.k3D., REFER TO PROVIDE CEILING STATIONS ONLY, ALLOW RADIO PHYSICIST INFO. -_CHANNEL , CONTINUOUS, 31" DEEP 2 1/2"" METAL TO SUPPORT GUT TILES. (DROPPED SOFFIT ONLY WHERE STUDS m 1co" O.C. G.G. TO REPLACE CUT INDICATED N FLOOR PLANS) TILES WITH NEW TO MATCH 2 1/2" MTL. TRACKS EXISTING, WHEN COMPLETE SECURE TO EXISTING CONT. COVED BASE, FLOOR 5EE DETAIL FINISHED ROOM SIDE CORRIDOR SIDE T Y F I C,4 L. INTER 10 R f',4 RT 1 T I ON 2 T 1=' 1 C,4 L L. E .41� — I N 1� 'r4 T I T 101�1 NON —RATED/ NO LEAD LINING TYPICAL NEw DMR-CT SCAN N.T.S. PL,4N DE51C:cN,4TION5 F w z D 0 u J 0 0 0 z >- 0 w F- a 0 U NEW DOOR TYPE 'B' SPECIFICATIONS - 20 MIN RATED W IX zl NEW DOOR TO MATCH EXISTING FACILITY TYPICAL DOORS AND FRAMES FINISH, VIEW WINDOW IS w Zi CENTERED IN WIDTH AND OPTIONAL. COORDINATE wl WITH FACILITY AS TO WHICH DOORS ARE PREFERRED TO HAVE VIEW WINDOW. ALL HARDWARE TO MATE _q f' JI, EXISTING FACILITY FINISH AND MANUFACTURER. ADJUST HARDWARE AS FOLLOWS: 1- SET ADA APPROVED LEVER OR KNOB HANDLE_ TO MATCH EXISTING FACILITY 1-1/2 PR HINGES, IF NOT REUSING EXISTING 3 - SILENCERS W 1- CLOSER 0 1-WALL MOUNTED DOOR STOP, IF EXISTING NEED TO Z Q BE REPLACED 0 0 w TYPICAL NEV/ DEHR-Cl SCAN w W !!1 0 N.T.S. EXISTING SUSPENDED GRID AND _ CEILING TILE _------ SYSTEM CONTINUOUS CAULK BETWEEN CEILING 11 1 LAYER 5/8 TH CHANNEL 4 EXISTINCx TYPE 'X' GYP. SD. UNDERSIDE OF STRUCTURE EACH SIDE SOUND BATT INSULATION -- PROVIDE CEILING --...CHANNEL , CONTINUOUS, 3-5/8" METAL TO SUPPORT CUT TILES. STUDS a I&" O.G. G-C. TO REPLACE CUT TILES WITH NEW TO MATCH 3-5/8 MTL, TRACKS---�_ EXISTING, WHEN COMPLETE SECURE To EXISTING FLOOR FINISHED ROOM SIDE CORRIDOR SIDE 3 TYE I CAL 1— HONK F: TE D F,4%'T 1 T 10N UL DESIGN NUMBER U495 UfleRADE EXIST'G fi F ARTITION�TO 1-HR RATEDMA rY Q 0. z_ 0 Q W U D 0 ^L L Ill T u w w U Z w 0 0 t7 z 0 Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS AHGA GMMNTS- NEW INFO 2/20/04 A• - --t O O LL w 1� z , D a w CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida Regional Hospit 1401 West Seminole Blvd. Sanford, Florida 32771 FINISH PLAN & FINISH SCHEDULE & FINISH DETAILS 30364000_A101.dwg 303640.00 RNC,COK RNC 103 1 /12/04 ARCHITECTURE PLANNING INTERIOR DESIGN `, � DFMH/CHNST, FLHOR PLAN 3/ W - Y-0" ICRA FLPDR PLAN 3/16" = F-0" REFER TO ICRA NOTES ON SHEET A-101 oq� I WHIRLPOOL VEST. — T1-370 CORR. C-11041—) N 0 tAAA AREA �'I [72] 1 it II IICi� "'-�-'■r� _ 2] AAMM .sue':'.,», 1 _ I oil _ w®rli AMR Elm REHAB DIRECTOR 6-1 A Z OFFICE CT1363 C 65 ►1 ►�1 REFLECTED CULING PLAN, 3/16" = 1'-0" REFLECTED CE I L INCH FLAN NEW 2' X 4' BLDG. 5TD. FLUORESCENT LAY -IN LIGHT FIXTURE NEW 2' X 2' BLOG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE I EXISTING 2' X 4' BLDG. 5TD. FLUORESCENT LAY -IN LIGHT FIXTURE EXISTING 2' X 2' BLDG. 5TD. FLUORESCENT LAY -IN LIGHT FIXTURE RELOCATED 2' X 4' E,LP6. 5TD. FLUORESCENT LAY -IN LIGHT FIXTURE RELOCATED 2' X 2' BLDG. STD, FLU0RE5CENT LAY -IN LIGHT FIXTURE EXISTING 2' X 4' BLDG. 5TD. FLUORESCENT FIXTURE TO BE REMOVED/RELOCATED EXISTING 2' X 2' F3LDG. STD. FLUORESCENT FIXTURE TO BE REMOVED/RELOCATED EMERGENCY 2' X 4' BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE ON EMERGENCY BALL5AT, G.C. TO VERIFY LOCATION OF EXISTING, COORD. W/ ARCHITECT RECESSED INCANDESCENT DOWN LIGHT n n TRACK LIGHTING SYSTEM SINGLE FOLE SWITCH SINGLE POLE SWITCH ON DIMMER THREE-WAY SWITCH ®® NEW H.V.A.C. RETURN AIR GRILLE ®® EXISTING H.v.A.C. RETURN AIR GRILLE J REMOVED/RELOCATED H.v.A.G. RETURN GRILLE ® NEW H.V.A.C. SUPPLY REGISTER TO MATCH EXISTING ® ® EXISTING: H.V.A.C. SUPPLY REGISTER REMOVED/RELOCATED H_V.A.C. SUPPLY REGISTER I® ® EXIT SIGN. PROVIDE DIRECTIONAL ARROWS ONLY WHERE I®� ® THE SIGN IS NOT P051TIONED DIRECTLY ABOVE AN EXIT O EXISTING SPRINKLER HEAD )Bt EXISTING SPRINKLER HEAD TO BE REMOVED >E ___0 EXISTING SPRINKLER HEAD TO OF RELOCATED O NEW SPRINKLER HEAD G3ENERAL N®TE5 - DEMOLITION REMOVE ALL EXISTING CEILING FIXTURES AND COMPONENTS CLEAN AND REPAIR AND MAKE READY FOR REUSE IF REQUIRED ❑j IF EXISTING FIXTURES REMOVED ARE IN POOR CONDITION REPLACE WITH NEW FIXTURES. REMOVE EXISTING COVER PLATES, PREP TO EXTEND TO NEW LAYER OF LEAD LINING AND / OR LEAD -LINED DRYWALL. REMOVE EXISTING MILLWORK AND FILING SYSTEM. STORE IN SECURE LOCATION, UNLESS NEW FILE ROM IS READY FOR INSTALLATION_ REMOVE EXISTING FLOORING AND F3A5E MATERIALS. PREP AREAS TO RECEIVE NEW MATERIALS ❑PROVIDE I -LAYER Ca -MILL THICK VISQUEEN FLOOR TO CEILING. 4 CONTINUOUS TAPE 4 SECURE ALL EDGES, LEAVE OVERLAPPED OPENING �-I RETURN ANY UNUSED COMPONENTS BACK TO FACILITY k1AND PLACE IN A SECURED LOCATION DESIGNATED F3Y FACILITY. GENIERAL NOTES - CONSTRUCTION G_C.TO BUILD TEMPORARY WALL PROTECTION IN GORRIDAOR AND INSTALL VISQUEEN PRIOR TO ANY WORK BEING STARTED - GC_ TO REMOVE EXI5ITNG DOOR AND FRAME AND REPLACE WITH NEW DOOR AND FRAME PRIOR TO ANY DEMOLITION WORK NEW DOOR AND FRAME TO BE PROTECTED AS MUCH A5 POSSIBLE TO ELIMINATE DAMAGE DURING CONSTRUCTION. EXISTING MILLWORK FROM OLD X-RAY FILE ROOM G.G. TO ADJUST TO FIT NEW LOCATION. G.G. TO INCLUDE A5 ALTERNATE BID 01 TO RELAMINATE ALL EXISTING MILLWORK THAT IS BEING RELOCATED. EXISTING X-RAY VIEW BOX FROM OLD X-RAY FILE ROOM REINSTALL AT THIS LOCATION, COOOD. ELECTRICAL AND ANY ADDITIONAL MOUNTING SUPPORTS. 1AEXISTING MOBILE FILE UNITS AND TRACK RELOCATED TO HERE. G.G. TO DISA55EMBLE ALL COMPONENTS AND REINSTALL. EXISTING FILING UNITS FROM OLD X-RAY FILE ROOM, 141 SECRE TO WALL IF NECE55ARY. EXISTING FILING UNITS FROM OLD X-RAY FILE ROOM, SECRE TO WALL IF NECESSARY. aREMOVE EXISTIGN INTERIOR WINDOW AND RELOCATE TO DIRECTOR'S OFFICE REINSTALL EXISTING UNICAM KEYPAD LOCKSET AT HTIS DOOR ❑& EXISTING PARRALLEL 13ARS TO REMAIN EXISTING SINK AND MILLWORK TO BE REMOVED, INSTALL NEW WALL MOUNTED SINK AT THE EXISTING PLMBING. EXISTING FLOOR AND WALL BASE FIN15HE5 TO REMAIN. mATCH EXISTING Ila WALL BASE WHERE NEW CONSTRUCTION A13UTTS AREAS TO REMAIN. NEW PAINT ALL WALLS, COLOR TO BE DETERMINED AT A LATER PATE. GENERAL NOTES - CEILING REMOVE ALL EXISTING CEILING FIXTURES AND COMPONENTS ❑I GLEAN AND REPAIR AND MAKE READY FOR RFU5E IF REQUIRED IF EXISTING FIXTURES REMOVED ARE IN POOR CONDITION REPLACE WITH NEW FIXTURES. aEXISTING CEILING AND FIXTURES TO REMAIN UNLESS OTHERWISE NOTED ❑REMOVE EXI5ITNG PROVIDE I -HOUR RATED CEILING FROM WALL TO WALL 3 TH15 AREA ONLY. RATED CEILING TO BE BELOW DUCTWORK, ABOVE ACOUSTICAL CEILING GRID SYSTEM. AGGE55 PANELS TO BE COORDINATED IN FIELD WITH FACILITY AND ENGINEERS. I am am 0 z Q 0 W z (7 U) U) W J z Lyman Davidson :Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAMPA FT. COLLINS �AHCA CMMNTS. 1 NEW SHT. 2/4/04 ►u1 u.0 �I W U) LL zw C) (D K. D LLI W CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida Regional Hospit 1401 West Seminole Blvd. Sanford, Florida 32771 NEW X-RAY FILE ROOM / PATIENT WTG_ 30364000 Al04.dwg 303640.00 RNC,COK RNC 104 1 /12/04 I 17, ARCHITECTURE PLANNING INTERIOR DESIGN M I. Beam -- H8 X 15, min size for I Hr Unrestrained Beam Rating, H8 X 24, min size for 1-1/2 Hr Unrestrained Beam Rating. As on alternate, Steel Joist Girder of 20 In. min depth, 14 Ibs per lin ft min weight, with min steel area of 1.12 sq in. For chord members. Min distance between bottom of joist girder and bottom of the ceiling is 14 in. For lowering the ceiling, the suggested method of using Intermediate supports described under Suspension Systems in the Design Information 5ection-General should be followed. 2. Roof Covering* -- Consisting of hot mopped or cold application materials compatible with Insulotion(s) described herein which provide Glass A, B or G coverings. 5ee Roofing Materials and Systems Directory -Roof Covering Materials (TEVT). 2A. In lieu of Item 2, roof covering consisting of single -ply Roofing Membrane* that is either ballasted, adhered or mechanically attached as permitted under the respective manufacturer's Classification. See Fire Resistance Directory -Roofing Membranes (GHGI). 3. Insulating Goncrete -- Perlite concrete, vermiculite concrete or cellular concrete roof topping mixture. The min thickness of the insulating concrete above the foamed plastic shall be 2-1/4 in. The max thickness shall be. determined by job site conditions. The concrete shall be mixed as specified below: A. Perlite Concrete -- 6 cu ft of perlite aggregate* to q4 lb of Portland cement and 1-1/2 pints of air entraining agent. See Perlite Aggregate (GFFX) category for names of manufacturers. B. Vermiculite Concrete -- b cu ft of vermiculite aggregate* to q4 lb of Portland cement and 0.5 lb of air entraining agent. 51PLA5T ING VERMICULITE PRODUCTS ING G. Cellular Goncrete-Roof Topping Mixture* -- Foam concentrate mixed with water and Portland cement per manufacturer's specifications. Gast dry density and 25-day compressive strength of min Iq0 psi as determined in accordance with A5TM G4615-66. GELCORE INC, -- Gast dry density of 31 (+ or -) 3.0 pcf. GELLUFOAM GONGRETE SYSTEMS, DIV OF GELLUFOAM GONGRETE OF -- Gast dry density of 30 (+ or - 3.0) pcf. ELASTIZELL CORP OF AMERIGA -- Type II. Mix #1 of cast dry density 361 (+ or, -) 5.0 pcF, Mix #2 of cast dry density 40 (+ or -) 5.0 pcf, Mix #3 of cast dry density 41 (+ or -) 3.0 pcf. LITE-GRETE INC, -- Gast dry density of 261 (+ or -) 3.0 pcf. CELLULAR CONCRETE L L G -- Gast dry density 31 (+ or -) 3.0 pcf. 51PLA5T ING -- Mix #2. Gast dry density of 36 (+ or -) 3.0 pcf. D. Cellular Concrete -Roof Topping Mixture* -- Foam Concentrate mixed with water, Portland Cement and UL Glassifled Vermiculite Aggregate per manufacturer's application instructions. Gast dry density of 33 (+ or -) 3.0 pcf and 28-day compressive strength of min 250 psi as determined in accordance with A5TM G4615-86. CELLULAR CONCRETE L L C -- Mix #3. 51PLA5T INC, -- Mix #3. 4A. Foamed Plastic* -- (Optionol)Foomed plastic Insulation boards with holes and/or slots. Nom size 24 by 4b by 1 in. thick. For I Hr Restrained and Unrestrained Assembly Ratings, max thickness is b in. For use only with perlite concrete. GELLOFOAM NORTH AMERIGA ING 4B. Foamed Plastic* -- (OptionciWoomed plastic insulation boards with holes and/or slots. Nom size 24 by 4b by I in. thick. For I Hr Restrained and Unrestrained Assembly Ratings, max thickness is 8 in. For use only with vermiculite concrete. 51PLA5T ING VERMICULITE PRODUCTS ING 46. Foamed Plastic* -- (OptionalMom 24 by 4b in., 48 by 48 in. or 30 by 60 in. by I in. thick polystyrene Foamed plastic insulation boards with holes symmetrically placed having a max density of 2.0 pcf. For I Hr Restrained and Unrestrained Assembly Ratings, max thickness is b in. For use only with cellular concrete roof topping mixture. 5TARRFOAM MFG ING 41). Foamed Plastic* -- (Optional)Foomed plastic insulation boards with holes and/or slots. Nom size 24 by 4b by I in. thick. For I Hr Restrained and Unrestrained Assembly Ratings, max thickness is b in. For use only with cellular concrete roof topping mixture. See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (GGVH) category in Fire Resistance Directory For list of manufacturers. Any polystyrene foamed plastic insulation boards meeting the above specifications and bearing the UL Classification Marking with a flame spread value of 10 or less and a smoke developed value of 130 or less may be used. 5. Hire Mesh -- No. Iq 5WG goly steel twisted to form 2 In. hexagons. In addition, straight I6 5WG poly steel woven into mesh and spaced 3 in. apart for stiffness. Mesh Installed without attachment perpendicular to supports and overlapped 6 in. at the sides. As an alternate, 4 x 8-12/14 5WG or 2 x 2-14/14 5WG welded wire fabric may be used. The wire mesh may be omitted provided that the steel roof deck (Item 6) is loaded not more than 15 percent of Its bending capacity. 6. Steel Roof Deck -- (unclassified)Noncomposite. design, 1-5/16 to 15/lb in. deep gals units. Corrugated steel form units, nom 34 in. wide, 24 or 26 M56 min thickness. Helded to supports riot over 15 in. OG. Adjacent units overlapped one corrugation. OrGlassifled Steel Floor and Form Units* -- Noncomposlte design, 15/Ib, 1-5/Ib or 1-1/2 1n. deep, nom 24 to 36 in. wide, goly corrugated or fluted steel deck. Min gauge for corrugated deck is 26 M56, min for fluted deck is 22 M56. Helded to supports 15 in. OG max. Adjacent corrugated units overlapped one corrugation along each side. Fluted units button -punched or welded together 3b in. OG along sides. The loading of the roof deck shall not produce more than 15 percent of its allowable bending stress when the wire mesh (Item 5) is not used for the I hr ratings. BOWMAN METAL DEGK/HHEELIN6 CORRUGATING GO, DIV OF CONSOLIDATED 5Y5TEM5 ING --- Gonsoliform and Gomvent Types EHO, HO, 50. MARLYN 5-FEEL DECKS ING -- Types B, BV, EF, EVF, F, HF, HVF. UNITED STEEL DECK ING -- Type UFX-3b; vented Type UFXV-3b. VULGRAFT, DIY OF NUGOR CORP -- Types I.OG, I.OG5V, 1.3G, 1.3G5V, 1.5G. WHEELIN6-PITT5BUR6H STEEL GORP, DIV OF WHEELING CORRUGATING GO ---- Types TF-125, TV-125. 1. Steel Joists -- Type IOJ4 or 12Ki, min size, spaced 48 in. OG and welded to end supports. Type IOH4, min size, spaced 4b in. OG and welded to end supports may be used for the I Hr. Restrained and Unrestrained Assembly Ratings. Joist spacing may be increased to 12 In. OG where double cold -rolled channels (Item CIA) are used for attachment of hanger wires. 8. Bridging -- Steel bars, 1/2 in. diom welded to top and bottom chords of each joist. q. Gold -Rolled Channels -- No. 16 M56 cold -rolled steel channels, 1-I/2 In. deep with q/I6 In. flanges. Placed on bottom chord of joists and secured with 18 5H6 galy steel wire. Installed perpendicular to joists, located as required to provide hanger wire attachment points. When steel joist are spaced more than 4 ft OG, two cold -rolled channels placed back to back, and tied together at 24 in. OG and to the bottom chord of the joists with No. 12 51^16 gaiv steel wire, are required to provide attachment provision for ceiling hanger wires. 10. Hanger Wire -- No. 12 5WG poly steel wire, twist -tied to bottom chord of joists or cold -rolled channels. Located 48 In. OG along main runners, at all four corners of light fixtures, at midpoint of cross tees adjacent to light fixtures and duct outlets, and adjacent to main runner splices. II. Air Duct -- No. 24 MSG min galy steel. Total area of duct openings not to exceed 255 sq In. per each 100 sq ft of telling area. Area of duct opening not to exceed 255 sq in. Max dimension of opening 18 in. Inside and outside faces of duct throat protected with 1/16 in. thick ceramic fiber paper laminated to the metal. Supported by 1-1/2 in. deep, 16 M56 cold -rolled steel channels spaced not over 48 in. OG suspended by 12 5WG galy steel wire. 12. Damper -- No. 16 MSG min goly steel, sized to overlap duct opening 2 in. min. Protected on both sides with 1/I6 in. thick ceramic fiber paper laminated to the metal and held open with the Fusible Link (Bearing the UL Listing Mark). 13. Fixtures, Recessed Light -- (Bearing the UL Listing Mark). Fluorescent lamp type, steel housing, 2 by 4 ft size. Fixtures spaced so their area does not exceed 24 sq ft per 100 sq ft telling area. Wired in conformance with the National Electrical Gode. Fixtures and ballasts must be considered for these ambient temperature conditions before installation. 13A. Fixtures, Recessed Light -- (Bearing the UL Listing Mark) -- (Not Shown) -- As an alternate to Item 13, incandescent lamp type, steel housing, nom b-1/2 in. diam by 1-1/2 in. high. Each fixture provided with a nom 1-3/4 in. by 12-1/2 in. base plate screw -attached to the "high hat" Fixture with three steel screws. Base plate to be provided with steel bar hangers designed to span across nom 24 in. spacing of cross tees for fixture support. Fixture secured to cross tees with steel clips provided at the end of the stell bar hangers. A max of two "high hat" fixtures may be substituted for each nom 24 in. by 4b in. fixture permitted in the ceiling (max six "high hat" fixtures per 100 sq ft of ceiling area). Hired in accordance with National Electrical Code. 14. Fixture Protection -Acoustical Material* -- As an alternate to Item 14 - 5/5 in. or 3/4 in. thick, cut from the same materials described in Item 16A to form a five sided enclosure, trapezoidal in cross-section, approx 1/2 in. longer and wider and 5/b in. higher than the light fixture housing. The fixture protection consists of a 23-3/4 by 4-7--3/4 in. top piece, two 5-11b by 41-3/4 in. side pieces, and two 4-1/2 by 23-3/4 in. end pieces. The top edge of each fixture protection side piece may be provided with a I in. deep by 10 in. long notch near its midpoint. The side and top pieces are laid in place and the end pieces are held in place with three 8d nails spaced 8 in. OG. U56 INTERIOR5 ING -- Types FR4, FR-83, FR-XI, FR-X2, 14A. Fixture Protection -Acoustical Material's -- For use with "high hat" light fixtures (Item 13A). Five sided enclosure, rectangular in cross section, cut from the same acoustical material used in the ceiling assembly. Two side pieces measuring 8 in. high by 23-3/4 in. long resting upon ceiling tile, two end pleces measuring 6-3/4 in. high by lb in. long resting upon steel bar hangers and one top piece measuring 14 In. by IS In. resting upon side and end pieces with IS in. dimension parallel with end pleces. Enclosure secured with four bd nails installed through side pleces into end pieces near the top of the assembly. 15. Steel Framing Members* -- Main runners nom 12 ft long, spaced 4 ft OG for 24 N 48 in. acoustical material, cross tees nom 4 ft long, installed perpendicular to main runners and spaced 2 ft OG. For 24 by 24 in. acoustical material, cross tees nom 4 ft long, installed perpendicular to main runners and spaced 2 ft OG with nom 2 ft long cross tees Installed perpendicular to the 4 ft long cross tees. For 24 by 24 in. acoustical material, refer to Item 16. GGG INTERIORS, DIV OF GGG INC -- Types DXL, DXLZ, 5DXL. USG INTERIOR5 ING -- Types DXL, DXLZ, 5DXL. 16. Acoustical Materials* --- Nom 24 by 48 in. or 24 in. lay -in panels. Border panels supported of walls by 1-5/I6 in. deep channels of min 0.023 In. thick (24 gauge) painted steel with 5/4 and 15/16 in. flanges. Item 11 not required. EMGO LTD -- 5/b in. thick Types FR-4, FP,-83, 3/4 in. thick Types FR-83, FR-XI. See Acoustical Materials (60T), EmGo Ltd, for specific tile details. U56 INTERIOR5 ING -- 5/5 in. thick Types FR-4, FR-b3, 3/4 In. thick Types FR-83, FR-XI.5ee Acoustical Materials (BYIT), U56 Interiors, Inc., for specific tile details. *Bearing the UL Glassificotion Mark 0 :05 -ra� - �Iee i . TeM N1,, 411- I. Normal, Weight Concrete -- 5111ceou5 or carbonate aggregate, 145 plus or minus 3 pcf unit weight, 3000 psi compressive strength, 2-1/2 in. thick min Restrained Assembly Rating. 2. Welded Wire Fabric -- bXb-HI.4XHI.4. 3. Metal Lath --- 3/8 in. rib, 5.4 Ib/sq yd expanded steel; tied to each joist at every other rib, and midway between joists at side lap with lb 5WG galy steel wire. 4. 5teel Joists -- Type I0J2 min size; spaced 24-in. OG, welded to end supports. 5. Bridging -- 1/2 in. diam steel bar welded to the top and bottom chord of each joist. b. Hanger Hire -- No. 12 51-16 goly steel wire, twist -tied to lower chord of joist or cold -rolled channels. When the ceiling is composed of nom 24 by 24 or 4b in. lay -in panels, hanger wires twist -tied to main runners at main runner/cross tee intersections spaced 48 in. 06. Additional hanger wires are required at the four corners of light fixtures, at midspan of cross tees adjacent to light fixtures and to air duct outlets at cross tees nearest and parallel with walls and adjacent to main runner splices. When the ceiling is composed of nom 20 by 60 in. lay -in panels, hanger wires twist -tied to main runners at main runner/cross tee intersections and additional hanger wires are required at the four corners of light fixtures, at midspan of all cross tees, at cut cross tees over 2 ft long at walls and adjacent to main runner splices. 1. Gold Rolled Channels -- No. 16 MSG cold -rolled steel 1-1/2 in. channels used to support the air duct assembly. The channels in the form of trapeze supports spaced not over 4b-in. OG and additionally one channel each side of air duct outlets. b. Damper -- No. 10 M567 galy steel. Protected on both surfaces with 1/I6 in. ceramic fiber paper and held open with a Fusible Link. (Bearing the UL Listing Mark). Damper to overlap duct outlet I in. min. In lieu of the damper described above, Duct Outlet Protection System A, as described in the Design Information Section may be used with steel ducts. q. Air Ducts -- Goly steel 22 M5G min. Total area of duct openings not to exceed 154 sq in, per each 100 sq ft of ceiling area. Area of individual duct opening not to exceed 154 sq in. Max dimension of opening 14 in. 10. Steel Framing Members* -- The following components of the ceiling suspension system are Classified by UL. A. For 24 by 24 or 48 in. lay -in panels. a. Main Runners -- Nom 12 ft long, spaced 4 ft OG. b. Gross Tees -- Nom 4 ft long, installed perpendicular to main runners 2 ft OG. G. Gross Tees -- For nom 24 by 24 in. lay -in panels. --- Nom 2 ft long installed perpendicular to 4 ft cross tees, spaced 4 ft OG. BPB AMERIGA INC, BPB GELOTEX -- Types PGH, PG5 CHICAGO METALLIC GORP -- Types 250, 1250, 1850; Type 1250 cross tees (1242 and 1244). B. For 20 by 60 in. lay -in panels. a. Main Runners -- Nom 10 ft long, spaced 60 in. OG. b. Gross Tees -- Nom 5 ft long, spaced 20 In. OC. GHIGAGO METALLIC GORP -- Types 250, 260, 1250, 1260, 1850, 060. IOA. Steel Framing Members* -- Metal pans -- (Not shown) (Optional) -- Channel -shaped metal pans in various colors and finishes, installed perpendicular to cross tees or main runners and spaced 4 or b in. OG. The flange edges of the metal pans engage and interlock with the vertical tabs of the corresponding grid adapters with tabs 4 or b in. OG. (5ee Item 106). End laps joints of the metal pans shall occur adjacent to main runners or cross tees. The metal pans shall each be supported by at least two main runners or cross tees. CHIGA60 METALLIG CORP -- Type 1650. IOB. 5teel Framing Members* -- Grid adapter -- (Not shown) (Optional) -- For use with Type 1650 metal pans (5ee Item IOA). Angle shaped adapter with a looped return flange; installed parallel to cross tees or main runners by engaging return flange of adapter to the flange of the cross tee or main runner. The 48 or 24 in. long adapters are intended for use with cross tees or main runners, respectively. GHIGA60 METALLIC CORP -- Type Ib50. IOG. Steel Framing Members* -- Filler strips --- (Not shown) (Optional) --- For use with Type 1650 metal pans. Filler strips are O.OIS to 0.024 1n. thick, steel or aluminum, 13/32 or 5/b in. deep by 3/4 in. wide, placed between the metal pans. GHIGAGO METALLIC CORP -- Type 1650. 100. 5teel Framing Members --- Main runners nom 10 or 12 Ft. long, spaced 4 Ft OG. Gross tees nom 4 ft. long, Installed perpendicular to main runners, spaced 2 ft. OG. When nom 2 by 2 ft lay -In panels are used, nom 2 ft long cross tees installed perpendicular to 4 ft cross tees at midspan, spaced 4 ft OG. COG INTERIORS, DIV OF GGG ING -- Types DXL, DXLZ, 5DXL. U56 INTERIORS ING -- Types DXL, DXLZ, 51.)XL. Il. Fixture Protection -- Batts and Blankets* -- 1-1/4 in. thick. Fixture protection for each flat light fixture consists of a top piece resting on spacers and two end pieces. The top piece length shall equal the long dimension of the fixture. The top piece width shall equal the top width of the fixture plus twice the width of the inclined or vertical fixture side. The top piece shall be centered over the fixture with its two sides cantilevered and allowed to drape over the fixture sides. The edges of the top piece shall be slit as necessary to accommodate hanger wires. End pieces equal to the width of the fixture by 61/2 in. high are held In place by slipping them between the fixture housing and the hanger wire at each corner of the fixture. In addition, the top piece shall be secured to each end piece with No. IS 5W6 galy steel wire threaded through the pieces and twist -tied. When nom 20 by 4b/60 in. light fixtures are used, batty shall be field -cut to cover the top of steel filler panels at ends of these fixtures (Items 12o). The spacers shall consist of scrap pieces of suspension system tees located as required to maintain a min 11/2 in. clearance between the top of the light fixture and the fixture protection top Piece. THERMAFIBER L L G -- Type FR. IIA. Alternate Fixture Protection -- Acoustical Material -- To be used with Item 12F, the some material as Item 13, cut into pieces to form a five sided enclosure, rectangular in cross-section, approx. 1/2 in. longer and wider than the fixture with sufficient depth to provide at least 1-1/4 in. clearance between the fixture and the enclosure. The pieces are held together with bd nails. When non -air -handling or air return light fixtures are used, a max 1-1/4 in. separation may be maintained between the long fixture protection side pieces and the top piece. When air supply light fixtures are used, the fixtures shall be fully enclosed except For the nom 28-1/4 sq in. opening needed to accommodate connection to air supply duct. Same as Item 12. ,41 UL. DE5iGN F-2&9 A3 UL DESIGN G-215 NO SCALE NO SCALE IIB. Fixture Protection -- Acoustical Material* -- For use with "high hat" light fixtures (Item 12G). Five sided enclosure, rectangular in cross section, cut from the same acoustical material used in the ceiling assembly. Two side pleces measuring b in. high by 23-3/4 in. long resting upon telling tile, two end pieces measuring 6-3/4 in. high by 16 In. long resting upon steel bar hangers and one top piece measuring 14 in. by IS in. resting upon side and end pieces with lb in. dimension parallel with end pieces. Enclosure secured with four bd nails Installed through side pieces Into end pleces near the top of the assembly. 12. Fixtures, Recessed Light -- (Bearing the U.L. Listing Mark). Fluorescent lamp type steel housing nom 20 or 24 in. by 48 or 60 in. Nom 2 by 4 ft fixtures provided with or without vented side for air boots. The nom 20 by 48/60 in. Fixture has a 20 by 48 in. enclosure with 6 in. flat steel extension at each end. Fixtures spaced so their area does not exceed 24 sq Ft per 100 sq ft of ceiling area. In determining the allowable fixture area, the nom 20 by 48/60 in. fixture should be considered as having a 20 by 48 in. area. When the nom 20 by 48/60 in. Fixtures are used, fixture stabilizers (Item 12A) shall be used in addition to the hanger wires, occurring at midspan of the 5 ft long cross tees. Wired in conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient temperature conditions before installation. 12A. Fixture Stabilizer -- (Not shown) -- For use with 20 by 60 lighting fixtures and with the Type 1650 metal pans (5ee Item IOA); one min 0.04-1 in. thick (16 M56) gals steel channel yoke per each light fixture, secured to the web at midspan of cross tee on each side of fixture. 1213. Fixture 5tabilizer -- (Not shown) -- As an alternate to Item 12A. --- Min 0.020 in. thick (25 MSG) painted steel spacer bar formed as an angle with I In. legs and hemmed edges and slots perpendicular to and near the ends of the spacer bar for engaging over the bulb of the tees. Engaged over the bulb at midspan of the cross tee on each side of the light fixtures and over the bulb of the adjacent cross tee. 12G. Fixtures, Recessed Light -- (Bearing the UL Listing Mark) -- (Not Shown) -- As an alternate to Item 12, Incandescent lamp type, steel housing, nom 6-1/2 in. diam by 1-1/2 in. high. Each fixture provided with a nom 1-3/4 In. by 12-1/2 in. base plate screw -attached to the "high hat" Fixture with three steel screws. Base plate to be provided with steel bar hangers designed to span across nom 24 In. spacing of cross tees for fixture support. Fixture secured to cross tees with steel clips provided at the end of the steel bar hangers. A max of two "high hat" fixtures may be substituted for each nom 24 In. by 4b in. fixture permitted in the ceiling (max six "high hat" fixtures per 100 sq ft of ceiling area). For use with USG Interiors, Inc. steel framing members and acoustical materials only. Hired In accordance with National Electrical Code. 13. Acoustical Material* -- 5quare or rectangular lay -in panels. Border panels supported at walls by min. O.Olb In thick painted steel angle with -f/b in legs or min. 0.016 in thick painted steel channel with a I by I-q/I6 by ? In profile. Panel Dimensions Nom, In. TJpeq 24 bg 24 by 5/8 or 3/4 FR-81, FR-b3 24 by 48 by 5/8 or 3/4 FR-bl, FR-53 20 bg 60 bg 5/8 or 3/4 FR-81, FR-83 24 bg 24 bg 5/8 FR-4 24 by 48 by 5/b FR-4 24 by 24 N 3/4 FR-XI 24 bui 48 EN 3/4 FR-XI EM60 LTD -- Types FR-4, FR-bl, FR-83, FR-XI . See Acoustical Materials (BYIT), EMGO Ltd., for specific tile. details. USG INTERIORS ING --- Types FR-4, FR-81, FR-83, FR-XI. 5ee Acoustical Materials (BYIT), U% Interiors, Inc., For specific tile, details. 13A. Acoustical Material* -- (Not Shown)- As an alternate to Item 13 - Nom 24 by 24 in. by 3/4 in. thick lay -in panels. For use with Types DXL, DXLZ and 5DXL steel framing members only. U56 INTERIOR5 ING -- Type A5TRO-FR. See Acoustical Materials (BYIT), U50 Interiors, Inc., for specific tile details. 14. Duct Outlet Collar -- 5ame acoustical panel as described under Item 15; forming double thickness of panel around duct outlet. 15. Hold -Down Glips -- (Not illustrated) -- No. 2b gauge spring steel, I-I/b in. wide, I/8 in. high, I/b In. deep. Two clips per panel placed over the bulb of the tees near the center of the panel and opposite each other. I6. Alternate Recessed Light Fixtures -- (Not shown) -- As an alternate to the fluorescent lamp lighting fixture, High Intensity Discharge (HID) lighting fixture may be used at a spacing of one per min 200 sq ft of telling area. These fixtures are used in conjunction with the nom 24 by 24 in. acoustical panels. The fixture consists of 20 MSG or heavier steel mounting pan having 23-3/4 by 23-3/4 in. outside dimensions and a 13-1/2 in. diam opening at its center, with a 5/8 in. high stiffening return flange at all four sides. The reflector and reflector top are made of spun aluminum. The total weight of the fixture with lamp and ballast shall not exceed 40 lb. The 24 by 24 in. suspension system module containing the HID Fixture shall be supported at each corner by a hanger wire. Electrical wiring of the fixture shall conform with the National Electrical Gode. 11. Fixture Protection For Alternate Fixture -- (Item I(q) -- (Not shown) -- Five sided box enclosure with I in. high opening at top of two opposite sides. Pleces cut from the same material as Item 13. Top piece is 23 3/4 by 23-3/4 in. size; two opposite side pleces each is 23-3/4 in. long by the height of the fixture plus I in.; remaining two opposite side pieces each is 22-1/2 in. long by the height of the fixture. Pieces assembled with 8 d nails spaced 6 in. O.G. lb. Speaker Assemblies* -- (Not Shown) Optional. The speaker assemblies consist of speakers, speaker enclosures and their accessories. The ceiling penetration for the speaker enclosure shall not exceed II-1/5 by II-1/8 in. for the square speaker enclosures and 12 1n. in diam for, the round speaker enclosures. The speaker assemblies are installed in accordance with the installation instructions provided. A maximum of two 144 sq. in. speaker assemblies per 100 sq ft of ceiling area is allowed. ATLA5/50UNDOLIER, DIY OF AMERICAN TRADING 4 PRODUCTION GORP 5ee Speaker Assemblies For Fire Resistance (GHML) , Atlas/5oundolier, Div of American Trading 4 Production Corp. for specific Types. *Bearing the UL Classification Mark M Lyman Davidson Dooley, Inc. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 813.288.9299 t 813.288.8046 f Iddi-architects.com ATLANTA NASHVILLE TAM PA FT. COLLINS CT SCANNER Central Florida Regional Hospit 1401 West Seminole Blvd. Samford, Florida 32771 Central Florida Regional Hospit 1401 West Seminole Blvd. Sanford, Florida 32771 MISCELLANEOUS DETAILS 30364000 A501 303640.00 RNC COK s 9 rl i ".n 11" DIA. OPENING — P051TIONER IN BASEPLATE BASEPLATE ON TABLE BASE 1/411 GROUT P 0 EPDXY BOLT w/ WASHER, TYP. w/ 5" MIN. EMBED. EXIST. CONCRETE SLAB (VERIFY) TYP. FLOOR CONNECTION AT OATH LAB COORD. w/ DRAWINGS BY OTHERS FOR ALL 51ZES AND LOCATIONS 1 SECTION 51 SCALE: P - I'-m" L k STRUCTURAL NOTES DESIGN CRITERIA 1. Building Code: Florida Building Code, 2001 Edition 2. Design Live Load: Roof = 20 PSF (trib area = 0 — 200 SF) 16 PSF �trib area = 201 — 600 SF) 12 PSF trib area = > 600 SF) 3. Design Dead Loads: Roof = 18 PSF 4. Design Wind velocity = 110 MPH 5. Wind Importance Factor = 1.0, Building Category II 6. Wind Exposure Category B 7. Internal Pressure Coefficient (GCpi) _ (+/—) 0.18 8. Design Wind Loads at Exterior Openings: Man Door ................. �+/—) 35 PSF Store Front .................. + ) 35 PSF 9. See plan sheets for wind load uplift diagrams for roof members. 10. Other Loads: Contractor shall submit loading information for all equipment not shown on the drawings, or differing from those shown on the drawings. MISCELLANEOUS 1. The Contractor is responsible for the means and methods of the construction of the contents of these documents. This shall include, but is not limited to, temporary bracing, shoring, tie downs and other provisions which will ensure the safety at the jobsite until the entire structural system has been installed. 2. Do not scale these drawings. Coordinate all dimensions, elevations and openings with the architectural drawings and all other trades. Report to this office any discepancies or omissions found in the contract document. EXISTING BUILDING 1. The information shown on all the existing construction has been obtained from the best possible methods. The drawings do not show as —built conditions and may differ from the actual construction. The contractor shall verify all information and notify the engineer of any variations. SUBMITTALS 1. All shop drawings shall be submitted and approved prior to construction. Allow (10) working days for approval from this office. Drawings shall be signed and sealed by a Florida licensed engineer. 2. Structural Steel: Detailed shop drawings showing all member sizes, welds, bolts, connection details, layout, etc, as required to fabricate and erect the steel framing. VERIFY w/ MANUF. STRUCTURAL STEEL 1. Codes and Standards FIELD VERIFY 2 5ECITI®N 51 SCALE., P n 1'-0" a) AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings", — Latest Edition. b) Welds shall conform to the American Welding Society, AWS D1.1 using E70 electrodes. c) Bolts and bolted connections shall conform to "Specifications for Structural Joints Using ASTM A325 or A490 BQIt" Use bearing type bolts with threads across the shear plane. d Structural steel shapes, plates, etc. — ASTM A36 e Steel tubing — ASTM A500 Grade B f) Steel pipe — ASTM A501 g) Anchor bolts — ASTM A307 h)) Column splices — AISC "Structural Steel Detailing" Table A-7 Page 1 1—Al2. 2. No splices shall be allowed in any structural steel member unless shown on approved shop drawings. 3. Framing connections shall be double angle type (UNO). Design connections for 55% of the total load capacity derived from the uniform load constants table, Part 2 of the ASIC Code. 4. Verify the location and size of all floor and roof openings with the appropriate sub —contractor. 5. All members except those to be field welded shall receive one coat of shop primer paint. See architectural drawings for preferred color. 6. Steel stairs shall be designed by a licensed engineer retained by the frabricator for a live load = 100 PSF. 7. No openings shall be allowed in steel members unless shown on the drawings. 8. Openings, copes, and other steel cutting shall have a 1 /2" minimun radius. 9. All beams shall be frabricated and erected with the natural camber up. 10. Welds not designed shall be a fillet weld equal to 1/16" less than the least thick member, all welds shall be cleaned and painted. 11. Non —shrink grout (ASTM C 1107) to be 6000 psi (min), non—ferrous and non —corrosive. 12. A qualified testing laboratory shall be retained to perform the following tests: a) Inspect all steel members and connections b Test 50% of full penetration welds. Send copy of report to the owner, architect, engineer, and contractor. EXIST. (o 1/4" CONC. SLAB ON 3" COMPOSITE DECK FIELD VERIFY TYP. 6ECOND FLOOR CONNECTION AT CT SCANNEF GOORD. w/ DRAWING6 BY OTHERS FOR ALL SIZES AND LOCATIONS VERIFY I T.O. SLAB VERIFY CEILING r n,Vl S,0n ,PQi7,�p 'Inc tW S2Q1:W Kenn�¢� Blvd 4} ',; T,smpa, FL 38009 f . 813 288 �299 t 813,288:804(3 f a , fddi-arGhitect.$,corny s� AnAu n. NAS t- n�A a,1 a f Au A � W d �A ant �C r�1 ifi W^,r uKS ca: 0 fP {! QQ 7 M?} 5 7 Q. Z.. Q Lu 17 0' Q Q Z 0 U01 a p ,Q r Vor ,o. Urea; '�i,`338L1';r 603 0' Z a Pt� S� f f v 1 i i t - ! _ '�' } '• ] MCA f SAG`IFQEZD, �',, FLORIQA" , r.. 8 I I ARCHITFGTURE PLANNING INTERIOR DESIGN 03 i l i E -_. � ........ ...... ....... ?.. I FXISTIN I RWL ABOVE CEILING p REMAIN — RWL — .......................... ............... .............. ....... . .............. .. . ................ r r ■ r ERMINE ■ IN 9 ••i ...................... ... * ............ = - - -------------- -- - - ----- E................... ............... F E 1 ■ AREA OF WORK ° EXISTING RWL ABOVE CEILING TO REMAIN -) L -RWL — --2 EXISTING STORM UNDER SLAB TO REMAIN EXISTING 4° RWL STACK TO BE REMOVED AND RELOCATED ................. ............................................................... e ■ eeer� ■ ■ ee■rr �.. p e® ........ 1.11=111, f E ' /r DEMCILITION PLAN - PLUMBING 1/4" = V-0" WWI PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.248.1688 - EB W88 0 Copyright - All ideas, designs, method" 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. Nana of the ideas, designs, JOB#: arrangoments, methods or plans shall be used by or disclosed to any person, firm or 03318 corparatlon for ony purpose whotsaever without the written permission of Peninsula Engineering, Inc. z in W J Z D Q z 0 in a Q t- z (7 } a 0 0 W z ir I- 0 W 0 IY a z 0 W W fD 2 F- Iri z W 0 W m 0 F- F- 0 z 2 0 4 I J Q 0 0 z 4 } J W 0 Lyman Davidson Dooley, Inc. HCA COMMENTS /` -10-04 L� w ar-r) iv i5i Crr, oC7 O /` D J ':1 U-- Q J LjL — LL va C� F- Z W 1i CL D a W Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION PLAN PLUMBING ro d' 303639.00 = DB G..IG W W u I < M 1 /01 /04 C ) I ARCHITECTURE PLANNING INTERIOR DESIGN ..... ........................ _-....,� I;( �.:. :L.................... E i............ ........... ................. ..................................................... .......................... ------------ ---------- -- f '•. , if', t i' ................................. � \ 6 f , r. ............. ....... ......... ......... �. , .f ... ................... I :, ....... .......... .......... ..... .... ............................E y� .......-.� ,....... a ,� r ------------ AREA OF WORK r NEW BEACON MEDICAL PRODUCTS ZONE VALVE BOX ■ ; MODEL # 6-150202-00 1 �F ' i U 1 L. ................. .............._ _................._._.............� I i o :.i ...... NEW 3/1" VACUUM AfraD I " 1 `•< j1/2" OXYGEN UNE,":. , , ........... TO EXISTING IN MAiidf CORRIDOR ...; .... ..... 1-11.. 1 ........ —:., i. .._� frf VD N* f N:..........:.::::: :. ... SAN I T,%F GROUND] _____------------------•- 4-0 ;R , , TIE INTO EXI?1 NCB I J. ' :: ?SANITARY AND WATER -t- - -----5----- -------- =LINE) IN I EXI-SI NO RESTR00 ----.. .. ......... . ...... .............. 'II I -------------- i RENOVFITION PLAN -PLUMBING 1/4' — li—oe i...... ..... ye:o is i!r i iyf f !li✓,fL PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUF. / MODEL No. MARK LAVATORY: 1. VITREOUS CHINA, WALL HUNG, 20-1/2" X 18-1/4" AMERICAN STANDARD PUNCHED FOR COMBINATION FITTINGS. 0356.015 2• FITTING: 8" WIDESPREAD COMBINATION, CHROME PLATED 4" CHICAGO FAUCET WRIST BLADE HANDLES, GOOSENECK, SPOUT, 0.5 G.P.M. 785-CN20-317 FLOW LIMITER 1-1/4" GRID STRAINER AND TAILPIECE. 3. TRAP: CAST BODY ADJUSTABLE "P" TRAP WITH CLEANOUT. McGUIRE 4. SUPPLY; 3/8" ANGLE SUPPLY WITH ANNEALED VERTICAL McGUIRE TUBE, WHEEL HANDLE STOPS AND ESCUTCHEON, 5, CARRIER: RECTANGULAR STEEL UPRIGHTS WITH CONCEALED ZURN Z-1231 ARMS AND SLEEVES. FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION E EXISTING RECESSED SPRINKLER HEAD TO REMAIN. �. L 0 EXISTING SPRINKLER HEAD (WET SYSTEM) TO BE RELOCATED. "0 R EXTEND 1 SUPPLY TO NEW SPRINKLER HEAD LOCATION. NEW RECESSED PENDANT SPRINKLER HEAD (WET SYSTEM) 0 N TO MATCH BUILDING STANDARDS. CONNECT NEW VO SPRINKLER SUPPLY TO EXISTING WET FIRE LINE ABOVE. MEDICAL GAS LEGEND SYMBOL ABBRV. DESCRIPTION IV:] V NEW VACUUM OUTLET D 0 NEW OXYGEN OUTLET S NEW SLIDE POINT OF CONNECTION PLUMBING LEGEND SYMBOL ABBRV. DESCRIPTION SAN SAN SANITARY WASTE — STORM — STORM LINE - CW COLD WATER - - HW HOT WATER DIRECTION OF FLOW P-TRAP -I I-- BALL VALVE (FULL PORT) ��— RISER DOWN (ELBOW) RISER UP (ELBOW) ttF; BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION -;Ti-- BRANCH - SIDE CONNECTION POINT OF CONNECTION 111,001, t ri y rrh R ft •' ;1 4�f 01 PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAMISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.246.1088 • ® 3089 Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Penlnsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, J09* arrangements, methods or plena shall be used by or disclosed to any person, firm or 03318 corparatlon for any purpose whatsoever without the written permin3lon of Peninaulo Engineering, Inc, In 0 z W J Lyman Davidson Dootcy, Inc. AHCA COMMENTS 2-10-04 z fe D IJ N L1 IL ,W, VJ cY5 v r'- o d, LIJ O _J -2W_ W M 0 1- � VWX 0W z- A 4}% fff �0 0 V w ;f} LL f,f OY T I — 1• fFf 'if; z+S fH' f.4' ":fF c v o •ter rJr ff; Ll:r:f'YfYr ff.} j,iJ ILL LU �ffff:ff 0 o-f. fiyfr4•fr� JiG'rG�i if �� m-+�1 i r.; Or.4f�i:4,fv ::ctr fY 0 fr4f f% s:: sisrs Si �f''r+/`Yff L�f:yff ';+� Ri. li;crS,x1 ,y .frrrF{Ef.G,u LL fF Frf; }t:fr;� Central Florida Regional f�Ff{x: fY:rlf 4] Hospital . r:4.: ffi iSy rI r : 1401 West Seminole Blvd- 0'>", ,} .,,r,,rf Sanford, Florida 32771 U fs, W ss.. xf�4f� Central Florida Regional /� rlf�f�f4fl"r f fv Hospital 0F.4j1'tifj ,rx{K?�:yf,yf� 1401 West Seminole Blvd. Oswa{$,,iy �t Sanford, Florida 32771 r +{+4f r'fjfJivi f'! f #= 5rr='' RFNOVATIOi°J PLAN `rfr;,}+� PLUMBING if}f.44r ri%4.T.•}. :i'3. ` f 303639.00 M DB T ,... F',��f Yv: G.1G W _ zX W F'f�.! f x �r { ,yf P102< h f � 1 /01 /04 (< Q i s a ARCHITECTURE PLANNING INTERIOR DESIGN 4 i �f n•- ff AREA 0 .......... A ...... ...........+ i---t:::::::::................ .:.� 1f l /f f --- ------ - -r >,E. I , --- - ----------- - - fF... .... ....... ...... . .. . ' ........ _ ------------- ---- ....................... - ................................ < ......................................................... E ;., . 001* r ' • 4 i I .. E i.,. . .----------- ------- _ .... ..... f E,�,.!, I E . � ....................--------- r ■:J: If ■ ..................................................... ' z .......... T...... ................. ;,....:.....ri ................ ...................................................................... .... ...... .... ...... RK ■ •3' • 1 ! _ ;r; • 1 T/ ® ' € � ■ i ■ i g # €' ■ E............................................................ '----------------- ------------------- ---i ....................................... ..----------------- I - ■ 9 E �.... ............ ....f .................................................................................... ! I.. • f ; 1 ...... i ■` f . ........ .. 3 i •'i ■ f• : 3::::1 ■ "........................ ........................ ..... - ■ ■ ■-.... . 3 E , ■ 1 i E' I ■ .................................. F' ........ ............................................................ E ■ __ (` I OF F l ` . ..............J I i` I ■ :......'':::::::':.................................................................................................................................................................... f ■ fur■r®■r®■■ems■■■ems■■rrr■■■■®■■moo_■■—nw■■■■■■■■rs■�r■i■■ I I __............ DEMO PLAN PLUMBING/MEDICAL L,AS A21/4.1 - 11-01f ," DEMOLITION NOTES THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF EXISTING PLUMBING SYSTEMS AS REQUIRED TO PERFORM NEW WORK. ALL FIXTURES, PIPING TRIM AND MISCELLANEOUS DEBRIS SHALL BE TURNED OVER TO OWNERS REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. ALL PIPING FOR ITEMS TO BE REMOVED SHALL BE CAPPED IN A CONCEALED F LOCATION SUCH AS ABOVE CEILING AND BELOW FINISH FLOOR. PIPING SHAH — B_ CAPPED IN APPROVED CAPPING METHODS UTILIZING PIPE CAPS INTENDED FOR SUCH USE. ALL CAPS SHALL BE AIRTIGHT AND WATERTIGHT. PLUMBING CONTRACTOR SHALL PROTECT THE STRUCTURE, FURNISHING, FINISHES AND ADJACENT MATERIALS NOT INDICATICATED OR SCHEDULED TO BE REMOVED. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING PIPING BROKEN DURING CONSTRUCTION SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL. DEMOLITION PLAN NOTES EXISTING OXYGEN OUTLETS AND PIPING TO BE REMOVED IN WALL. EXISTING MEDICAL GAS PIPING TO BE CAPPED ABOVE CEILING. PIPING TO BE CAPPED USING APPROVED CAPS AND CAPPING METHODS. �2 EXISTING SINK TO BE REMOVED. PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAE.IS E® IN 1077 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 - E8 3M 0 Copyright - All ideas, designs, methods and plane 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. Nona of the ideas, designs, JOB#: arrangements, methods or plans shall be used by or disdosed to any person, firm or 03318 corporation for any purpose whatsoever without the written permisslon of Peninsula Engineering, Inc. i rn n avi son m Dooley, Inc. . "..r r f?f%fj rj:%/ ff <f f (r�ryff�;�f.,.r f ff x+ f~+ �, r{rf. r- frf.fr. f-n �i'fi"lrxLWU fff%fiF/ V, f�f,.j:�r.4ffir r) 0 AHCA COMMENTS 0 2-10-04 w 0-r" zi rM 06 V 0 Ll_ I— ILL W` •Y Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION FLOOR PLAN PLUMB./MED. GAS ry N I' 303639.00 T DB �f w 11-m I ARCHITECTURE PLANNING INTERIOR DESIGN M .......... . ... .. ......... .... . ........... — ------------ . ..... ............ ... .............. ..................... ................ ........... ...................... ............... ............. ............................ • • • • • • • ii ................. ... ......... ................. ............... .... .. - — _ --- ----- - ----- - - - --- ----- - ------- - - - - -------- - ------ ------------ ............... ------------------ N 0 M N NowwN ■ ....... � ................. ......................... ......... ................................................................................... ................... . . .................. ...................................................... ........... ................. ............................................ ............................................ ................. ............ ................. ................■.................... __ ............... ... R........... ... ........ M ...... .......... ................... .................. ...... ................... ............... .................. ........ ................... .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ...... R E E ..... E .......... ---------------- ........... .. ........... ............................... ............ R .......................... ...... MI.. ....... .............. ...... ...... 'fl-F-4) ........ #- 111� ........... ......................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ i. . . . . . . . . . . . . . . . . . . . . . . # . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .P T . . . . . . . ....... ............................. ............ . . . ...... ...... 7-- ............................................. . . . . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . . . . .............................. ................ ............ ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... 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RV ------------ .............. .......... ............ .............. ........... - .................. . . ............ . T . . ............. ............. . ................ ........ . . . . R......... . ... ............. .................... ........................... .............. .................... ................ .................................... ... .................... .. ........ ... .. ......................... ....... ................... ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ .. .............. ...................... . . . . . . . . . . . . . . . . . . . . . . ................... .............. ............. ....... .................. ........ ......... ............................... .... .......... ................ . .... ..................................... .................................... .... ----------- ....... 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FIRE SPRINKLER LEGEND SYMBOL I DESCRIPTION E 0 EXISTING RECESSED SPRINKLER HEAD TO REMAIN. -. EXISTING SPRINKLER HEAD (WET SYSTEM) TO BE RELOCATED. Re EXTEND 1% SUPPLY TO NEW SPRINKLER HEAD LOCATION. NEW SEMI -RECESSED PENDANT SPRINKLER HEAD (WET SYSTEM) TO MATCH BUILDING STANDARDS. CONNECT NEW 1% SPRINKLER NO SUPPLY TO EXISTING WET FIRE LINE ABOVE. PLAN KEY NOTES CONNECT NEW LAVATORY (L-1) TO EXISTING DOMESTIC COLD/HOT WATER, SANITARY AND VENT LINES OF PROPER SIZE. PLUMBING FIXTURE SCHEDULE PLAN I DESCRIPTION MANUF. / MODEL No. M ARK L__j LAVATORY: .......... VITREOUS CHINA, WALL HUNG, 20-1/2* X 18-1/4" AMERICAN STANDARD PUNCHED FOR COMBINATION FITTINGS. 0356.015 . ....... .. ........... -- 2. FITTING: 8" WIDESPREAD COMBINATION, CHROME PLATED 4" CHICAGO FAUCET . .. . ........ ---- - - .............................. .. .......... WRIST BLADE HANDLES, GOOSENECK, SPOUT, 0.5 G.P.M. 785-GN2B-317 FLOW LIMITER 1-1/4!' GRID STRAINER AND TAILPIECE, 3. TRAP: CAST BODY ADJUSTABLE "P" TRAP WITH CLEANOUT. McGUIRE 4. SUPPLY: 3/8- ANGLE SUPPLY WITH ANNEALED VERTICAL Mc GUIRE TUBE, WHEEL HANDLE STOPS AND ESCUTCHEON. 5. CARRIER RECTANGULAR STEEL UPRIGHTS WITH CONCEALED ZURN Z-1231 ARMS AND SLEEVES. ------------ - — ------ ---------- --------------- ------ - - - — ---------- — - ---------- -- - - - — --- — ---------- - ------ 1_________ — -------- — --- — ----— -- — ------- ......... ..... ;:.�= ............ ........... ..................... . . ......................... . . . . . . . . . . . . . . . . . . . REND PLAN -_ PLUMBING/FIRE PROTEcT1oN Lyman Davidson Dooley, Inc. Li in rr) 0 Cy, 6 01� 0 Q U) z w 0 Vj z w :7) (3 w Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 RENOVATION FLOOR PLAN PLUMB./FIRE 303639.00 nn ARCHITECTURE PLANNING INTERIOR DESIGN H[ STOLOG r v c _ -- i ' c_lJ 1 1 11MN IN Ma NN® o■®®®■■ Na E=M10N I 1 rw rr e® ■M ■r 1 M0EMMUa■wa _ ___..________.._______.___..- __.__ fi�,----------, ---- -- ----- u u u u II II o o 1 -- -- ..--. _ J0-� 100 /--\ 1�� _ --� C �125 I TO EXISTING EXHAUST FAN III ill h 11�ill �. "N, 'I I�x II �1RE t II Y,��Y"' Tyr---T�\ � r-----1iT\. 1lL§ � v 1 - 8x4 _ 'Jii FLEC, 43RK 1-=� -� -- --- � �\ 7-------------8x4--------�-�--�------- ---8x4 _-��----------�-��' =- - .------- --------- 7 ------ - ° ■ /p'l 11 4-1 PT / 9 I CHARTING Lr �J __ _ - ��•'� 1 V11If;I..r 0111- y/ ------------------------ VEST■ -1------------------- 8"0------______- ----- ------------- ■ � ii 1 ° 700 �F ice, -, I P I�� I � • � � l _1 _-__L._._. _ � l / rrt I ° I 0 ' ----------F-Tr /�� q ri 1 l_If' ■ 1 Imo,------------------_� -� � � �� l' �/ ri'l rlf_� { r r1 AREA 0E 1 0RK _ `, _.__._.-- - --- c / -- , �- 75 I I REWLB O I I I I -- - EXIST. F S° ' x_fa�1Y C 1-13`34___� Cl.l�,f�. __. I i I ___-------_� 22x7 I r-lLf : i i i i UP TO EXISTING --I-------------T------- I' -11 i / r 1041 ) _S I r I 0 r I 12"o AIR HANDLER UNIT I ---------- 75 _ _- L----- I- I -- Y-- - ® I I I I ' I I -- -� ■ I I f= I I I I I ■ I I�j II '�1--T-----„---- l I 66x28 r D I I I I I ° �-f%i i I I i i I i i I ��\ ■ ------------------------------ I----- . � I --------- uI I12"0 I III r1 Sf�`1 � -- _1-■ _ __ _.____ � --- - .---- ■ - -- - ------ - I I I i ._ -�. _ ■ UP TO EXISTING of -.� ___ _ . _ _ 1 26x8 I I I I 1 -- - AIR HANDLER UNIT 700 75 I I ri/ r I 1--- ---- O I I ■ I --)---_. - -- -- I ----- ------------- _i - i'`--_�-- --�i - i�■ 66x24 ,.._. ■ I I � I I I II I II I � I 30x10 I I I I II I III /■ I I- r --:: ==—=----------L------ t / -- ----- -- I --I ._. .. t_. - _ i--------------i --r J_ I ■ J I f_ _- - -__— 1 I ■ I �I i_LJ 75 I ■ _ / Al r NJ D31 ■ '� I T=.^lif!'- ■ O \ -'� f'- i�7�i -) J� ill lL /I j�/ Ij j I I { 1 _ 75 i _ 75 i ■ i . wArIENT�rG, ` a_ 75 Q a r II lr'------------- / rl % �- I r=,1 r - --� �=�->1------------T� II II II i I I I ■ ____�_ 11 � u _ 8_x_4-----LJ! 11 U u 1 14x6 u, u LL. JL_ __ , I P-JL- I ------------- 1�-J - L C -NY _...__---�1 J - __ ___.__..__,_._,_—_-- _ ___._ _ __. _._, . l._.___ _____. _�----1_ -. _._._ ............._ C(1 RE ■ I rermr■auw ®®®.mow■ ®■oor�m■■ ■■ ®■ ■s a rr MN ■■ ■all I \ - CA 1 L 1 11056 , ;--------------, EXISTING CONSTANT \ VOLUME BOX TO REMAIN ------------ I ,I --------r �� _7----- 26"0 i �.'� \\`. 3000 DEMD PLAN - MECHANICAL 1/4' = 1/-0, CID KITCHEN ■ DEMO KEY NOTES: ° QREMOVE AIR DEVICES AS SHOWN. go no PENINSULA ENGINEERING INC. C®NSULoTINQ ENQINEERS ESTABLISHED IN 1977 2016 AMEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 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, JOB arrangements, methods or plans shall be used by or disclosed to any person, firm or 03318 corporation for any purpose whatsoever without the written permiasion of Peninsula Engineering, Inc. 0 z 0 W U) D W m 0 0 z W IY W a 0 0.., W Lyman Davidson Dooley, Inc. CA COMMENTS Q 10-04 19/1 `1 Jose A. Marques, PE, FL Rea. No. 37313 0 0 I- LL_ 1 u IL 1D W a_ 0 LU Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION FLOOR PLAN MECHANICAL_ 303639.00 RBK 1 /01 /04 1 , ' nFzcr rrr;_t�R� Q PLANf -IN W INTERIOR �ticN ,r"� , 11 P i,;.sr 1f ,11 ■ ------- V'N]IF LIDOUL- r ■ AREA OF OR ■ EXIST. F/S ■ L® 1 r— r w w I r ■ ■ ■ 1 ■ ■ '-� REND PLAN -MECHANICAL !erg _ _...._ ............ I I ■ TO EXISTING ■ EXHAUST FAN ■ w 1 \ w j � w � I 26"0 i / i 30"0 - --- - -- — --.. — — --- I, RENOVATION NOTES: �1 CEILING OF X—RAY FILE ROOM WILL BE FIRE RATED, REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. 0 Z q aj i!' ril�st i! lrin�d��C W - r� �s %�^ �„,1,�,�ltr i+��.i' ✓ �tS'rn ! ! rr�' � if 4`xa Z n$'�hrl''ri�rr+4Y4��i K°fir v d i 5 F jj W tt z f 4ti 4°F" vt 1t yA�ryq ldn�ll�tli'W44i} 3oi; dr}� 0 � 3Qir �4�1%sP{a4it'J�9t8 �4'!!4 -0�i r1ud�r h P"�i: Q, Lyman Davidson w : ' Dooley, Inc. AHCA COMMENTS O 2-10-04 Jose A. Marques, PE, FL Rea. No. 37313 41] 0 LPL 0 ea � W U I 0 Cl 0 C) W w 112- 0 0 Z z W W F r W U Q t Central Florida W � IN Regional o Hospital a 0 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida 0 Regional Cal z 0 Hospital W 1401 West Seminole Blvd. Sanford, Florida 32771 F ail z ■ RENOVATION FLOOR PLAN 0 MECHANICAL C PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA. 32803 • 407.246.1688 • EB 3089 0 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, SOB if arrangements, methods or plans shall be used by or disclosed to any person, firm or 03318 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 303639.00 k .. g 1 MJP i LIU H: V/ ti �,, V + N 'y�, W.N+ NCWIn"• Vuti 0 �� .r 1 /01 /04 0 w i ....................... .............' _---___ ........... ------ -- ............................................ ::�.......-...............:.. I:... ... .... ...........- ..... E.: L_ F-AQ 1. FU ............. ......................L_...03 I alp Mrnw■ s . EXIT.-,, I --1--, ■ .................. AREA OF WORK --/ I I ■ I I EXISTING CAV—"Xi i ■ LT—TJ i I I ■ ■ ■ � i ■ i i ■ i i ..... ■ ' ......... .................... s Of .......... DEMPLITION PLAN 1/40 = 1'-0' :off l r ll MELHANICAL ::::i3 DEMOLITION NOTES: REMOVE EXISTING SUPPLY DIFFUSER AND ASSOCIATED BRANCH DUCTWORK. PATCH EXISTING DUCTWORK AIRTIGHT. �2 REMOVE EXISTING RETURN GRILLE AND ASSOCIATED BRANCH DUCTWORK. PATCH EXISTING DUCTWORK AIRTIGHT. �3 REMOVE EXISTING FIRE DAMPER. PATCH WALL TO MAINTAIN FIRE RATING. ® REMOVE EXISTING RETURN BRANCH ABOVE CEILING AND PATCH EXISTING DUCT AIRTIGHT. Lyman Davidson Dooley, Inc. MCA COMMENTS -10-04 r 'Z " Jose A. Marques, PE, FL Rey, No. 37313 0 0 ILL IF - ILL< I Cw Q III C3 w Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION PLAN MECHANICAL_ M201 1 /01 /04 I I I I I n t. A r• r , 0 �$l 'YBSd ';y RM KV i RENOVATION PLAN - MECHANICAL 1/49 = V-0' SPACE AIR SUPPLY AIR RETURN AIR BALANCE OUTSIDE AIR EXHAUST AIR SPACE NAME RM. # S RE, ACH CFM DESIGN CFM RETURN CFM ASH62AE ACH CFM DESIGN CFM ACH CFM DESIGN CFM PRESS. +— CT SCAN — 403 6 403 1500 0 — 2 134 150 200 0 CONTROL ROOM — 124 — — 500 1800 — — — 50 0 0 TOTALS 2000 1800 — 200 200 0 NOTE: PROVIDE ADDITIONAL BALANCING DAMPERS AS REQUIRED TO ALLOW AIR BALANCING. 1111111� I 0="' Mi. W drd }4 6T "K v 9r ro (t Z " �IAw`i G.!tJ�aloy rY vif�,ryh�W 0 "Gre�h�hd�i i4illr Z".., Lyman Davidson Dooley, Inc. Q Qs 0 W z Jose A. Marques, PE, Q FL Reg. No. 37313 z 0 W` m 0 o z 311i !1 11115 11,1 : � a 1 low).. 999 �pYYY�f Y Y y� F1 i k� k � A N PENINSULA ENGINEERING INC. CONSULTING TIN ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 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, JOB t. arrangements, methods or plans shall be used by or disclosed to any person, firm or 03318 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. W F� ,t 2 0 Q o Central Florida Regional Hospital n 0 0 1401 West Seminole Blvd. Sanford, Florida 32771 A z_ ,�'"' MECHANICAL n, - ARCHITECTURE PLANNING INTERIOR DESIGN M. MASSAGE ED 1,;:30 PB_ _F E ELEG 1 ED 1,42 MEAD, CIF' TLE E:e�C.E"a �" p-nil 8: MIN ff F 5 r:. W 184 m C:ONT. VIEW 1 fff all LPROJECT AREA PASS I PASSAGE ED '1,29 UN KUUh. 0 '(0- e�EGZS rr:Ar:r_ur� AD 1,08 LOUNGE AD 1.11 PARTIAL ROOF PLAN -MECHANICAL A2 1/81 = 11-00 'I I M1 IN 0 J Q F- 0 Z Lyman Davidson Dooley, Inc. CA COMMENTS 0 10-04 1 ''Y i e 7w s Jose A. Marques, PE., I-L Reg. No. 37313 e� 4t A `e� e�,1`Y�y�XG �UKI 1 -';g, .�kP . • 1 T�d'gagah4j,,t � It e�d� M'iq 3 • �y� b PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 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 03318 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 0 Z In Ur) U) 9 U� W W Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 RENOVATION ROOF PLAN - MECHANICAL cr— O N 303639.00 = JHM WRBK W T< i 1 /01 /04 U 6 ARCHITECTURE Q PLANNING w INTERIOR DESIGN System NO. CAJ1044 (Formerly System No. 319) F Rating - 2,3, and 4 Hr. (See Items 2A and 4) T Rating - 0 Hr. L Rating At Ambient - 2 CFM/sq ft (See Item 4) L Rating At 400 F - Less than 1 CFM/sq ft (See Item 4) SECTION A -A 1. FLoor or Wall Assembly - Lightweight or normal weight (100-150 pcf) concrete. Except as noted in table under Item 4, min. thickness of solid concrete floor or wall assembly is 4-1/2 in. Floor may also be constructed of any min. 6 in. thick UL Classified hollow -core Precast Concrete Units*. When floor is constructed of hollow -core precast concrete units, packing material (item 3) and caulk fill material (Item 4) to be installed symetrically on both sides of floor, flush with floor surface. Wall assembly may also be constructed of any UL Classified Concrete Blocks*. Max. diameter of opening is 32 in. See bConcrete Blocksb (CAZT) and Precast Concrete Units (CFTV) Categories in the Fire Resistance Directory for names of manufacturers. 1A. Steel Sleeve - (Optional, not shown) - Max 15 min. ID (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. Sleeve may extend a max of 2 in. above top of floor or beyond either surface of wall. Max 16 in. ID (or smaller) min 0.028 wall thickness (or heavier) galvanized steel sleeve cost or gouted into floor or wall assembly. Sleeve may extend a max od 1/2 in. beyond either surface of floor wall. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Max annular space between pipe, conduit or tubing and edge of through opening or sleeve is dependent on the parameters shown in Item 4. Min annular space between pipe or conduit and edge of through opening is zero in. (point contact). Pipe conduit or tubing to be rigidly supported on both sides of floor or wall assembly. I he following types and sizes of metallic pipes conduits or tubing may be used: A. Steel Pipe - Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 6 in. diam or smaller) rigid steel conduit. D. Conduit - Nom 4 in. diam or smaller) steel electrical metallic tubing. E. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tube. F. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Packing Material -Polyethylene backer rod or nom 1 in. thickness of tightly - packed mineral wool bott or glass fiber insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness caulk fill material (Item 4). 4. Fill, Void, or Cavity Material* -CAULK-Applied to fill the annular space flush with top surface of floor. In wall assemblies, required caulk thickness to be installed symmetrically on both sides of wall, flush with wall surface. The hourly F Ratings and the required caulk thicknesses are dependent upon a number of parameters, as shown in the following table: Min Floor Nom Pipe or Wall Tube or Conduit Max Annular Min Caulk F Thkns, In. Diam, In. Space, In. Thkns, In. Rating, Hr. 2-1/2 1/2 to 12 1-3/8 1/2 2 2-1/2 1/2 to 12 3-1/4 1 2 4-1/2 1/2 to 6 1-3/8 1/4(a) 2 4-1/2 1/2 to 12 1-1/4 1/2 3 4-1/2 1/2 to 20 2 1 3 4-1/2 1/2 to 20 2 1 3 4-1/2 1/2 to 12 3-1/4 1 3 4-1/2 22-30 2 2 3 5-1/2 1/2 to 6 1-3/8 1(b) 4 (a) Min 2 in. thickness of mineral -wool butt insulation required in annular space. (b) Min 1 in. thickness of mineral -wool batt insulation required in annular space on both sides of floor or wall assembly. Min tin. thickness of caulk to be installed flush with each surface of floor or wall assembly. Minnesota Mining + Mfg. Co. -Types CP-25 WB, CP-25 WB+ (Note: L Ratings apply only when Type CP-25WB+ is used.) * Bearing the UL Classification Marking HIGH PRESSURE DUCT MIN. R-8 INSULATION- #8 WIRE OR 1 1/2" MIN. ,,iSTRAP HANGER_ I I I SPIN IN COLLAR SEAL ALL JOINTS. CHILLED WATER AIR HANDLING UNIT SCHEDULE E.S.P. COOLING CAPACITY MBH COOLING COIL CHILLED WATER FLOW PLAN MARK SUPPLY AIR (CFM) OUTDOOR AIR (CFM) (INCHES OF WATER) HP VOLTS/ PHASE TOTAL SENSIBLE EAT DB/WB LAT DB/WB ROWS FIN MIL. FACE VEL. (FPM) AT(T) GPM A P(FT/H20) RTAC-3 - -2000 200 1.0 3 460/3 77.3 55.2 80/67 55.0/54.5 6 ALUMINUM 341.6 10 15.5 1.2 NOTE: 1 PROVIDE WITH INTERNAL VIBRATION ISOLATION FOR FAN AND MOTOR. 2 PROVIDE WITH 14" HIGH ROOF CURB 3 PROVIDE MAGNAHELIC GAUGE FOR FINAL FILTER SECTION RETURN DUCTWC PAINT INTERIOR OF DUCT BLACK. USE NON -TOXIC PAINT TO NECK SIZE T-BAR--/ RETURN/EXHAUST AIR -CEILING DEVICE (SEE SCHEDULE) RETURN GRILLE DETAIL, SCALE: NONE z BRANCH DUCT PIVOT DAMPER i1bi (VD) BEARING � QUADRANT�---- -___- f LOCKING LEVER TRUNK DUCT ANGULAR TAP COLLAR AIR FLOW(SUPPLY) AIR FLOW(y RF�TURN/EXHAUST) �- Vat 111r r SCALE NOT TO SCALE HANGER (TV.) 1 1/2" MIN. SUPPORT STRAP 18" MAX. FROM DEVICE. - - - - - -� FASTENERS NOT PERMITTED FASTENERS MAY BE DUCT TO PENETRATE EXHAUST OR OMITTED IF HANGER RIGID DUCT DRYER VENT DUCTS, LOOPS UNDER DUCT. FASTENER RIGID RECTANGULAR DUCT RIGID ROUND DUCT DUCTWORK UPPORT DETAILS NOT TO SCALE , VOLUME DAMPER FLORIDA BUILDING CODE, 2001. FLORIDA FIRE PREVENTION CODE, 2001. FLORIDA BUILDING CODE - MECHANICAL 2001 FLORIDA BUILDING CODE - PLUMBING, 2001 NFPA 13 1999 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION, STATE OF FLORIDA LATEST EDITION. FUNDAMENTAL VOLUME, ASHRAE 1996 LOW PRESSURE DUCT CONSTRUCTION STANDARDS, SMACNA 1986. 2001 HOSPITAL AND HEALTHCARE FACILITIES (AIA) SPIN -IN FITTING W/ AIR SCOOP AND HANGER TYP. SEAL AIRTIGHT VOLUME DAMPER ( ) NTH GLASS FAB AND MASTIC (TYPICAL) ( /-STRAPR7 1 � INSULATION DUCT RIGID DUCT 17 SEAL AIRTIGHT T-BAR FRAME AND HANGER I �� U CEILING DIFFUSER NO I E: PROVIDE TAPERED RECTANGULAR TO ROUND SIDE TAKEOFF FITTINGS WHERE DUCT DIMENSION DOES NOT PERMIT CONICAL FITTING. LAY -IN CEILING DIFFUSER DETAIL NOT TO SCALE FILTER MANUFACTURER/MODEL NO. AREA SERVED 95% FINAL FILTERS TRANE TSCX SIZE 06 CT SCAN TA WT. NOTES (LBS.) - 1920 TAG TYPE AREA SERVED DRIVE CFM ESP. FAN HP MOTOR V/PH SONES MANUFACTURER / MODEL WEIGHT NOTES EF-2 UPBLAST CT SCAN DIRECT 200 0.3 1023 1/8 120/1 4.8 COOK 10OR15DH 32 LBS - NOTES: 1. INTERLOCK EF-2 WITH EXISTING RTAC-3 2. PROVIDE EF-2 WITH ROOF CURB ADAPTOR, BIRDSCREEN, BACKDRAFT DAMPER AND SPEED CONTROL. 3. PROVIDE EF-2 WITH TiE-DOWN EYELETS. C DIFFUSERS, REGISTERS AND GRILLES SCHEDULE MARK TYPE MAX. NC LEVEL MAX. PD (IN. WG.) SIZE INCHES MATERIAL FINISH MANUFACTURER MODEL NUMBER REMARKS O LOUVERED FACE SUPPLY DIFFUSER 17 0.04 24"x24" STEEL WHITE TITUS TMS - © RETURN GRILLE 25 0.073 24"x24" STEEL WHITE TITUS 5OF - C MAQ$T 25 , : O.,Q;r73 2 "x24" a.t-EEL ., Wit I . , 1TU F RETURN ,GGRILLE r,N 5 . 0.073 rn a ., 12" x1 STE L TE TITUS 50F QE LOUVERED FACE SUPPLY GRILLE 17 0.073 24"x24" STEEL WHITE TITUS TDC-FR RETURN GRILLE 25 0.073 24"x24" STEEL WHI 1 E TITUS PAR-FR - 0 EXHAUST GRILLE 25 0.073 12"x12" STEEL WHITE TITUS PAR-FR - NOTES: 1. ALL HVAC DUCTWORK, UNITS, REGISTERS, GRILLES AND EXHAUST FANS SHALL BE SECURELY SUPPORTED FROM THE STRUCTURAL MEMBERS AND NOT FROM THE ACOUSTICAL TiLE CEILING. 2. ALL SUPPLY AIR DIFFUSERS ARE TO BE FOUR WAY THROW UNLESS OTHERWISE INDICATED ON THE FLOOR PLAN. 3. PROVIDE PLASTER MOUNTING FRAMES EQUAL TO TITUS TRM FOR ALL DIFFUSERS AND GRILLES INSTALLED IN HARD CEILINGS. 4. AIR DEVICES E,F,G ARE FOR A FIRE RATED CEILING. PROVIDE WITH FIRE RATED RADIATION DAMPERS AS INSTALLED PER MANUFACTURERS INSTRUCTIONS. HOT WATER REHEAT COIL. SCHEDULE HEATING COIL SECTION PLAN MARK LOCATION SERVES CFM TOTAL E.A.T. L.A.T. G.P.M. E.W.T. L.W.T. REMARKS CAP. ('F) ('F) ('F) ('F) (MBH) RHC-2 CT SCAN CT SCAN 2000 75.6 54 89 7.6 180 160 NOTES: 1. PROVIDE MIN. 2 ROW COIL, 3. SIZE AT MAX. OF 700 FPM TO TRANSITION TO DUCT AS REQUIRED. 2. PROVIDE WITH 2-WAY CONTROL VALVE AND THERMOSTAT. 4. PROVIDE DUCT ACCESS PANEL. G ANT IGAL)IGAL) coaLlN 1 2'` AIR c� ��� ON ION Gal / G� Go OA � GN ..n01? . A11N AIR OW rL CHW COIL DETAIL SCALE: NONE GNO ICAL) (Typ VAL GAL) ON GAS (SI ER G� STRAIN DONNE �E�IDLE F �� AND IGAI.) 1'NER R�a�E THE PENINSULA A ENGINEERING INC. CONSULTiNG ENGINEERS ESTA9LISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 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 03318 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. W 0 Z 0 0 U W 0 it n. W I- 0 W to 0 h 0 z Y.' W .J 0 0 W a Of 0 a tY 0 U Z W I U) 0 Z 0 U) s I - Lyman Davidson Dooley, Tnc. -IjX 5 Jose A. ''Marques, PE, FL ReQ. No. 37313 0O LL U) LL_ Uj C� C) Z 2 0- 0 Lu Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 SCHEDULES AND DETAILS O C\I d� 303639.00 JHM RBK W Ar M2'0`4w U 1101 /04 Q .r 120 V/1PH MAN TEMPERATURE/ VEN PRESSURE WELL 3--WAY CONTROL VALVE 0. BALANCING VALVE (TOUR AND ANDERSON STA-D)-,,.,. OIL AIR FLOW 1 /4" DRAIN VALVE 410 SHEETME ETt)RN I NIZED 3 ONEACH. R s UNION (TYP.) 3/8" GALV. E' BALL VALVE NOTE: PANEL ON U T ANEPCH POCKET ( P) SIDE OF COIL. REHEATING COIL PIPING DIAGRAM NOT TO SCALE RIGID INSULATION UNISTRUT • •...• CONTRACTOR TO MAKE • PROVISIONS FOR PIPING BASE 18"A8" EXPANSION AND • TYPICAL • CONTRACTION. r ............................... EMBED INTO 4" CONCRETE DECK A 3/8" HVA HILTI ANCHOR USING A 3/8" GALVANIZED ALL -THREAD ROD WITH EYEBOLT ON END. ALL -THREAD ROD SHALL EXTEND A MINIMUM OF 3" ABOVE ROOF. ROOF PIPE SUPPORT SCALE: NONE I An l REHEAT CONTROL SCALE: NONE IN I 120V/1PH FIRE ALARM r -I RELAY 41 INTERLOCKING RELAY FROM RESPECTIVE AH CIRCUIT. EXHAUST FAN CONTROL SCALE: NONE ROOM SENSOR W/ T ADJUSTABLE SETPOINT AND BAS COMMUNICATIONS PORT COMMUNICATIONS WIRING TO TERMINAL UNIT CONTROLLER IALVE ACTUATOR ?OM ROOM TEMP. SENSOR ICATIONS WIRING TO BAS [CATIONS WIRING FROM ROOM SENSOR SEQUENCE OF OPERATION 1, INTERLOCK OPERATION WITH ALL ASSOCIATED EXHAUST FANS. 2. SUPPLY FAN IS ENERGIZED WITH THE H.O.A. SWITCH IS IN THE AUTO OR HAND POSITION. WHEN THE SYSTEM IS ENERGIZED, CONTROL POWER ENERGIZES EP, AIR AND CONTROL SYSTEM COMPONENTS, OPENS MINIMUM OUTSIDE AIR DAMPER VENTILATION SHALL BE PROVIDED. 3, DISCHARGE AIR TEMPERATURE IS CONTROLLED BY MODULATION OF THE CHILLED WATER VALVE TO MAINTAIN I SETPOINT. 4. THE SUPPLY FAN IS DE -ENERGIZED BY ANY OF THE FOLLOWING CONDITIONS: A -MIXED AIR ENTERING THE COIL AT LESS THAN 400 ADJUSTABLE (FREEZESTAT) B-FIRE ALARM IN THE FIRE ZONE. C-HIGH STATIC D -MANUALLY a, DUCT SMOKE DETECTORS SHALL BE HARDWIRED BACK TO THE BUILDING FIRE ALARM. 6. PROVIDE STATUS LIGHTS FOR ALL RELATED EXHAUST FANS ON THE CONTROL PANEL. 7. SPACE TEMPERATURE IS MAINTAINED BY MODULATING THE HOT WATER VALVE IN RESPONSE TO ROOM THERMOSTAT SETPOINT. UPBLAST FAN HURRICANE ANCHORING DETAIL NOT TO SCALE unIrnn ni it nr E� T CRAFT CABLE COATED) 1 SCHEDULE OD AND COUNTER IG CAP IPER CURB BY ACTURER AME UPBLAST POWER ROOF VENTILATOR DETAIL. SCALE: NO SCALE "AHU" CONTROLLER WITH ZONE TERMINAL DISPLAY HVAC GENERAL NOTES TH 1, CODES AND STANDARDS: 17. ALL DUCTWORK SHALL M SUPPORTED IN STRICT COMPLIANCE WI SMACNA OR FLORIDA MODEL EFFICIENCY CODE, WHICHEVER IS MORE THE ENTIRE SYSTEM AND ALL COMPONENTS LISTED HEREIN SHALL MEET STRICT. ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, 18. INSPECT ALL SYSTEMS AND EQUIPMENT WITHIN THE AREA OF WORK TO INSPECTIONS AND PAY ALL FEES. DETERMINE FITNESS FOR OPERATION IN ACCORDANCE CONTRACTOR TO PROVIDE A FULLY OPERATIONAL FINISHED SYSTEM AS DESCRIBED. PATCH FLORIDA BUILDING CODE, 2001 AND MAKE GOOD ALL LEAKS N EXISTING DUCT. SEAL LEAKS WITH MASTIC. FLORIDA FIRE PREVENTION CODE, 2001 REPAIR AS REQUIRED TO RESTORE VAPOR BARRIER AND INSULATION FLORIDA BUILDING CODE - MECHANICAL, 2001 SYSTEM. FLORIDA BUILDING CODE - PLUMBING, 2001 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION STANDARDS, 19. EXECUTION: STATE OF FLORIDA LATEST EDITION. LOW PRESSURE DUCT CONSTRUCTION STANDARDS, SMACNA 1986. COORDINATE AND SCHEDULE THE WORK WITH THE HOSPITAL TO MINIMIZE 2001 HOSPITAL AND HEALTHCARE FACILITIES (AIA) DISRUPTIONS TO THE NORMAL OPERATIONS AT THE BUILDING. WORK OVERNIGHT HOURS WILL BE REQUIRED FOR SOME REQUIRED WORK. 2, FURNISH ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE RENOVATION OF EXISTING MECHANICAL_ SYSTEMS 20. TESTING: INCLUDING HEATING, VENTILATION, AIR CONDITIONING, PLUMBING AND MISCELLANEOUS SYSTEMS AS INDICATE ON THE DESIGN DRAWINGS AND PROVIDE PRELIMINARY TEST AIRFLOW REPORTS AT POINTS INDICATED OR NOTED AS OUTLINED IN THE SPECIFICATIONS. ON THE DRAWINGS PRIOR TO BEGINNING WORK. REPORT ANY PROBLEMS TO THE ENGINEER FOR RESOLUTION PRIOR TO BEGINNING INSTALLATION. PROVIDE TEST 3. THE ENTIRE SYSTEM AND ALL COMPONENTS SHALL HEREIN MEET ALL AND BALANCE DURING PHASING TO PROVIDE NEGATIVE PRESSURE IN AREAS OF STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. CONSTRUCTION. 4. ALL EQUIPMENT, ETC., UNLESS OTHERWISE NOTED, SHALL BE NEW AND 21. FINAL TEST AND BALANCE: OF THE BEST QUALITY, FREE OF DEFECTS AS SHOWN ON THE DRAWINGS THE AIR-CONDITIONING SYSTEMS, VENTILATING SYSTT=MS, FANS, AND AS INDICATED IN THE SPECIFICATIONS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH ETC., 5. ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED AS NOISE, DRAFTS, OR MOTOR OVERLOADS. TRADES TO AVOID INTERFERENCE AND DELAY DUE_ TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCE BETWEEN INVOLVED 22. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE TRADES. FOLLOWING DATA: 6. EXISTING SYSTEMS SHOWN ON THIS PLAN ARE BASED ON FIELD 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. OBSERVATIONS AND AVAILABLE RECORD DRAWINGS. THIS INFORMATION IS 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. PARTIALLY UNVERIFIED. CONTRACTOR ASSUMES RESPONSIBILITY FOR FIELD (ENTERING AND LEAVING DB/WB) VERIFICATION AND INVESTIGATION PRIOR TO SUBMITTING BID. DO NOT 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. SCALE THESE PLANS. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 5. DRIVE TYPES, SIZES AND SPEED RANGE. 7, LOW PRESSURE DUCTWORK SHALL BE GALVANIZED STEEL OF GAUGES 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM CONFORMING TO LATEST EDITION OF SMACNA STANDARDS BASED ON 1" AND ACTUAL CFM. W.G. PRESSURE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE 7. PROVIDE WATER TESTING INCLUDING FLOW RATES, ENTERING AND DRAWINGS. THE GALVANIZED DUCT COATING IS TO BE 0-90. LEAVING TEMPERATURE OPERATING PRESSURE FOR ALL HOT WATER, CHILLED WATER AND 8. ALL DIMENSIONS ARE INSIDE NET FREE AREA. CONDENSER WATER SYSTEMS. 9. MECHANICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY FEES REQUIRED FOR HIS PORTION OF THE WORK. LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. 10. DIFFUSERS , GRILLES & REGISTER INSTALLATION SHALT_ BE COORDINATED WITH OTHER TRADES. 23. SPACE RELATIVE PRESSURE: 11. EXISTING DUCTWORK SHOWN IS FOR REFERENCE ONLY. VERIFY EXISTING ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE LOCATIONS AND DUCT SIZES. RELATIVE PRESSURE WITH RESPECT TO NON -CONSTRUCTION AREAS. THIS 12. SIZE OF DUCT RUNOUT, TAP TO EQUAL DIFFUSER NECK SIZE. MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS OR EXISTING EXHAUST 13. ALL DUCT INSULATION SHALL COMPLY WITH FLORIDA MODEL ENERGY DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINE DUCTED TO UNOCCUPIED EFFICIENCY CODE. SHEETMETAL DUCT WILL INCLUDE 2" DUCT WRAP MIN. SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT 14. ALL DUCT WORK SHALL BE SHEETMETAL. NON -CONSTRUCTION AREAS. 15. AIR HANDLING UNIT SHALL HAVE FIRESTATS AND/OR SMOKE DETECTORS 24, ALL FIRE SMOKE DAMPERS SHALL HAVE PNEUMATIC ACTUATORS. AS WELL AS INTERLOCK WITH SYSTEM EXHAUST FANS AND FIRE SMOKE DAMPERS. FIRE SMOKE DAMPERS SHALL SHUT AND SYSTEM EXHAUST FANS SHALL SHUT -DOWN UPON FIRE_ ALARM OR MANUAL_ AHU SHUT -DOWN IN ACCORDANCE WITH NFPA. 16. MANUFACTURER SERVICE CLEARANCE FOR ALL EQUIPMENT SHALL BE MAINTAINED. AI Al D1 DI AO DI Al D1 T PS I/P LINE TO EXISTING NETWORK-:>k____ ASV CONNECT COMMUNICATION DISCHARGE T-STAT SET 0 52F HARD WIRE TO SHUT DOWN SUPPLY FAN. M N.O. CWR SET 2� 5"WIRE TO EXISTING OUTDOOR RELAY CENTRAL FIRE AIR CWS NEW DUCT ALARM PANEL. V.D. L DPS TLL 2-WAY DPS DP5 TEI PHL NEW SMOKE DETECTOR HEI SET 0 FINAL SD RHO -TYPICAL 0.4"WC ILTER RETURN C C AIR Ll -__--0 TO ZONE T-STAT PRE- CHILLED WATER INTERLOCK WITH TYPICAL ALL ZONES FILTER COOLING COIL EXHAUST FAN AHU SHUTDOWN UNIT ON FIRE ALARM. EXHAUST FAN EF-1 NOTES: INTERLOCK WITH FIRE/ SMOKE DAMPERS IN MD CONTROLS CONTRACTOR SHALL PROVIDE WIRING DIAGRAMS OF SYSTEM AT ALL SMOKE ZONE FIRE/SMOKE DAMPERS CONTROL CABINETS. THESE CONTROL WIRING DIAGRAMS SHALL BE PROVIDED TO ENGINEER PRIOR TO 100% AHCA INSPECTIONS. CONTRACTOR TO PROVIDE P/E SWITCHES AS REQUIRED FOR PNEUMATIC ACTIVATED FIRE/SMOKE DAMPERS FOR FIRE ALARM OR AHU SHUTDOWN. CONTROL DIAGRAM SCALE: NONE HY.A.C■ LEGEND SUPPLY DIFFUSER END CAP r 711 L J EXISTING SUPPLY DIFFUSER Q NEW THERMOSTAT RETURN GRILLE POINT OF CONNECTION (EXISTNC TO NEW) Ir L J EXISTING RETURN GRILLE SD DUCT SMOKE DETECTOR EXHAUST GRILLE OF FIRESTAT Ff LL A EXISTING EXHAUST GRILLE -, i AIR FLOW SIDEWALL GRILLE OR LOUVER FD (SHOW THROW) NEW FIRE DAMPER A CF DIFFUSER DESIGNATION �FD I EXIST. FIRE DAMPER TYPE EQUIPMENT TAG F/SD CFM NEW FIRE/SMOKE DAMPER EXHAUST FAN ON ROOF 1F/SD I EXIST. FIRE/SMOKE DAMPER - EXISTING DUCTWORK TO REMAIN a1f1 DEMO EXISTING DUCTWORK (HATCH DENOTES REMOVAL WORK) ��Z NEW DUCTWORK 1"'I'l. Lyman Davidson Dooley, Inc. �v -L Jose A. Marques, PE, FL Rea. No. 37313 01'_ O O I1 < I N a z w a- w Central Florida Regional Hospital 1401 West Serinole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DETAILS AND NOTES 303639.00 JHM RBK 1 /01 /04 :0 1 f .::...:.:ij SYSTEM NO. W-L-TOOT (FORMERLY SYSTEM NO. 147) F RATINGS - 1, 2, 3 AND 4 HR (SEE_ ITEMS 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 WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHAII � 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. WAI_I_ BOARD, GYPSUM* - 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 13-1 /2 IN. PIPE OR CONDUIT - NOM 12 IN DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR HEAVIER) COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT, WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THEN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. FILL, VOID OR CAVITY MATERIAL* - CAULK - CAULK FILL MATERIAL INSTALLED TO COMPLETELY FII_I_ ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. 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 ANNULAR F RATING, T RATING, OR CONDUIT SPACE, IN HR HR DIAM, IN 1 0 TO 3/16 1 OR 2 0+, 1 OR 2 1 1 /4 TO 1 /2 3 OR 4 3 OR 4 4 0 TO 1 /4 1 OR 2 0 6 11/40TO 1/2 J OR 4 0 12 3/16 TO 3/8 1 OR 2 0 WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR 1 HR RATED WALLS AND 1--1/4 IN. FOR 2 HR RATED WALLS. MINNESOTA MINING & MFG. CO. - CP 25WB+ SYSTEM NO. CAJ1027 (FORMERLY SYSTEM NO. 202) F RATINGS - 3 HR T RATING - 0 HR I— A I— A SECTION A®A 1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2" THICK LIGHT WEIGHT OR NORMAL WEIGHT (100- 150 PCF) CONCRETE, WALL MAY ALSO NE 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 PENETRANTS - 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" DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT - NOM 6" DIAM (OR SMALLER) RIGID STEEL CONDUIT. C. CONDUIT - NOM 4" DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. D. COPPER TUBING - NOM 3" DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE - NOM 3" DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. PIPE MAX NOM PIPE F MAX ANNULAR CONDUIT OR CONDUIT OR TUBING RATING, HR SPACE, IN TUBING TYPE DIAM, IN A 10 3 3/4 B 6 3 3/4 C 4 3 1-1/2 D AND E 3 3 3/4 D AND E 3 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", FLUSH WITH TOP SURFACE OF THE 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 IN' 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. J. INSTALL A BLANK COVER PLATE WHERE REQUIRED. 4. VISIT THE JOB SITE PRIOR TO BIDDING TO VERIFY ALL ACTUAL CONDITIONS. 5. REMOVE EXISTING SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. REINSTALL ANY SUCH SYSTEMS, MATERIALS AND EQUIPMENT WHICH IS REQUIRED TO COMPLETE THE PROJECT. 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 ARCHITECT/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 COORDINATION 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 SECREGA11ON 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 EXISTING 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 WHITE LETTERS LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS FIRE ALARM = RED FIELD WITH WHITE LETTERS NOTE: THE CONDUITS MUST BE SPOT PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR SCHEDULE ABOVE. NURSE CALL SYMBOL DESCRIPTION NCMS ill® NURSE CALL MASTER STATION NCTC NEZI NURSE CALL TERMINATION CABINET CB CODE BLUE STATION F-0 DUTY STATION D I p - CORRIDOR DOME LIGHT Fq- CORRIDOR ZONE LIGHT CEILING/WALL - AUDIBLE/VISUAL ❑P -• SINGLE PATIENT STATION(W/2-WAY AUDIO I_.0 STAFF ASSIST AUDIBLE/VISUAL INDICATING APPLIANCE, F0 DUTY STATION WITH ANNUNCIATOR f ELECTRICAL SYMBOL LEGEND: (NOT ALL SYMBOLS USED ON THi'S PROJECT) ❑ ❑ 2x4 AND 2x2 RECESSED FLUORESCENT LIGHT FIXTURE TO NORMAL CIRCUIT :.r FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT ®® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT r ` FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT N L ® FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CIRCUIT 1-0-� 1- — STRIP FLUORESCENT LIGHT FIXTURE - CEILING, WALL MOUNTED 0 n INCANDESCENT, HID OR COMPACT FLUORESCENT FIXTURE - Y CEILING MOUNTED, WALL MOUNTED ® AhEXIT 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 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 { DUPLEX RECEPTACLE AT 18", ABOVE COUNTER AT 42", G IG WP GROUND FAULT TYPE, ISOLATED GROUND TYPE, WEATHERPROOF TYPE, SIMPLEX (AS NOTED) (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18", ABOVE COUNTER AT 42" 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 CONNECTED TO CRITICAL CIRCUIT 0 ® SPECIAL MOUNTED RECEPTACLE, SPECIAL FLOOR OUTLET AS NOTED, PUSHBUTTON AS NOTED, TEL E-POWER POLE © FINAL CONNECTION TO EQUIPMENT ❑J \(a ❑T JUNCTION BOXES, MOTOR, TRANSFORMER FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER OR CONTACTOR, COMBINATION STARTER/DISCONNECT, ENCLOSED CIRCUIT BREAKER IIIIIIIIs� 120/208 OR 120/240V PANELBOARD i 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 ® ® V V 54 , ABOVE COUNTER, PAY TELEPHONE OUTLET. PROVIDE 4" SQ. BOX AND 3/4" RACEWAY TO ACCESSIBLE CEILING 0 V COMPUTER OUTLET, COMPUTER OUTLET 48", PHONE/DATA PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT TO ACCESSIBLE CEILING © TELEVISION OUTLET AT 18" (UNLESS NOTED OTHERWISE) ® SMOKE DETECTOR, SMOKE DUCT DETECTOR VO VOLUME CONTROL ® SPEAKER QQ HEAT DETECTOR DUCT DETECTOR REMOTE INDICATOR LIGHT ® AHU/EXHAUST FAN SHUTDOWN RELAY, 24V DC ❑F MANUAL PULL STATION, FLUSH HORN AND STROBE LIGHT, FLUSH MOUNTED I WALL/CEILING MOUNT STROBE © VOICE EVAC SPEAKER ®I DOOR HOLDER TS TAMPER SWITCH FS FLOW SWITCH BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR 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. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND, ELECTRICAL SYMBOL LEGEND NOTES: 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDE FOR ALL LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. 2. ALL SWITCHES SHALL BE SPECIFICATION GRADE 20A AND ALL RECEPTACLES SHALT_ BE HOSPITAL GRADE_ MINIMUM UNLESS OTHERWISE NOTED. COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER. 3. PROVIDE PULL STRING IN ALL EMPTY CONDUITS. 4. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. 5. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. 6. ALL COVER PLATES SHALL BE SATIN STAINLESS STEEL ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. 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. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVER PLATE. 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. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS JEE JUNCTION AND EXTEND EXISTING CIRCUIT THAT SERVED OLD DEVICE AND CONNECT TO NEW DEVICE, VERIFY EXISTING CONDUIT, WIRE AND RELATED MATERIALS MEET EXISTING NEC REQUIREMENTS. MAINTAIN CIRCUIT CONTINUITY. PROVIDE A NEW J-BOX (SIZE PER NEC), CONDUIT AND WIRE AS REQUIRED. law A. PROVIDE A DESIGN -BUILT FIRE ALARM SYSTEM TO COMPLY WITH NFPA 101 2000 EDITION, NFPA 72 1999 EDITION, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION 2002 EDITION, AND SANFORD REQUIREMENTS. DEVICES SHOWN FOR REFERENCE ONLY. B. PROVIDE PROPER ANNUNCIATION AND COMPARTMENT IDENTIFICATION FOR THE ALARM DEVICES LOCATED IN EACH SMOKE COMPARTMENT_ COORDINATE PROGRAMMING AND IDENTIFICATION WITH FLORIDA HOSPITAL ELECTRONICS DEPARTMENT. C. VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING FIRE ALARM SYSTEM. PROVIDE NECESSARY UPGRADES, ZONES, POWER EXPANDERS, AMPLIFIERS, ETC. D. PROVIDE 120VAC AND FiRE ALARM INTERLOCK TO SMOKE DAMPERS. E. FIRE ALARM CONTRACTOR SHALL REVIEW MECHANICAL DRAWINGS FOR DUCT SMOKE DETECTORS AND SMOKE DAMPER REQUIREMENTS. INCLUDE CONNECTION COST WITHIN BASE BID. F. ELECTRICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF THE LANDLORD FIRE ALARM CONTRACTOR FOR DESIGN, INSTALLATION AND PERMITTING OF THE FIRE ALARM WORK, INCLUDE COST WITHIN BASE BID. G. PROVIDE SIGNED AND SEALED FIRE ALARM SHOP DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE EMPLOYMENT OF THIS CONTRACTOR FOR BUILDING DEPARTMENT REVIEW AND PERMIT. H. SMOKE DETECTORS SHALL NOT BE LOCATED LESS THAN S-O" FROM HVAC GRILLES. (DRAWINGS SHOW GENERAL LOCATION ONLY.) I. FIRE ALARM SYSTEM CABLES SHALL BE 114 COPPER MINIMUM ENCLOSED IN 3/4" OR LARGER EMT CONDUIT. BOXES FOR DEVICES SHALL BE 2 1 /S" DEEP, J. CONNECT NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM (SIMPLEX). WIRE PER MANUFACTURER RECOMMENDATIONS. PROVIDE NEW MODULES AND UPGRADES AS REQUIRED. AS PER 2001 FLORIDA BUILDING CODE, FLORIDA ACCESSIBILITY CODE CHAPTER 11, NOTIFICATION DEVICES ARE NOT REQUIRED IN PATIENT CARE ROOMS AND TREATMENT AREAS CONTROLLED BY THE STAFF. SECTION 11-4.1.3(14) ALLOWS "EMERGENCY WARNING SYSTEMS IN MEDICAL CARE FACILITIES MAY BE MODIFIED TO SUIT STANDARD HEALTH CARE ALARM DESIGN PRACTICE". K. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY DIV, 16, INSTALLED BY DIV. 15 AND WIRED BY DIV, 16. PROVIDE WITH RELAY TO SHUT DOWN HVAC UNIT AIR FAN. 24V DC FED FROM FACP WITH BATTERY BACKUP. M PENINSULA ENGINEERING INC. �--, CONSULTING ENGINEERS E1 TAMISHED IN 1977 2010 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.16D8 • EB 3088 0 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 croated, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, Joe arrangements, methods or plans shall be used by or disclosed to any person, firm or 03318 corporation for any purpo3e whot3aever without the written permission of Peninsula Engineering, Inc. 0 W J W ❑ z W z (7 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. o of David A. Burger, PE, FL Reg. No. 47146 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 SYMBOL LEGEND, GENERAL NOTES & DETAILS an, rw 3 y5- ia:.r 1 /01 /04 . . . . . . . . . . . ARCHITECTURE PLANNING IV INTERIOR DESIGN 0 1' 0_1 < ............ �ill�,."._R ............ Ld .................... . ....... ....... ..................... .................... .............. ........ . . . .. ..................... - ------- ...... ---------- ................. .. . . ............ ......................... . 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IRANSIER /1,V j3��PA EL. - 1. ---------- ................... ----------------------- I i i i I - NNLJA X PAN -FORMER 75K4A ............ .. ------ X3 ... ............... ..... ....... EA XN ........... . �ALL A' ....... Ur — --------- : . .................. .......... .... 0, ... ........ ...... ..... ...... ........... ...... .. W ............................ B 1 ......... ---- 0 ..... ..... ......................... ........ .......... EL EQ JAB PE _2 I — ----------- ............ . (_y — — ----- VDP #2 .............. ......... TRANSFER ............... . ......... ..... ....... . ........................ ............... tfAL W ....................................... OPANEL:� NECii Alf ........ ... --------- .......... L .............. A ............. .. ....... ------- ---------- ........ 0 ............................... EV? I --------- EL . . . . . .......... A ....... — -------_--------- i CP ......... .. r David A. Burger- PE, z FL Reg. No. 47146 z.... ............... ............ 0 .. ....... ...... .................... ........................ ............... ...... W ......... ........................... ...... . .......... L .... ........... ........... ........ .. ------------------ --- ....... . ...... . .... ........... . ,..( ,� . ... ........ W ........... ....... E.� .. ...... .............. .......... ..... ..... . ............. ...... .... ... . ... .. . ........ 0 ..... ...... ... ..... ..... ..................................... ................. ............... .......................................... ................................ EXISTING ---------- --- --------- M KIVA ... ....................... ....................... ....... .. ... ............ ................................... .......... .... .... LING j . ............................. ........ ........ --- — ----- .................... .... ..... ....... .... ... ...... ........... . 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L .......... ........... . . ....... .. ........... ................ ........................... ................ .... ................. .............. ....... _--------- . .. ..................... . ............................... ........................ ........................... ................... ............... ....... Central Florida ----------------- . . .......... ....... ------------------------ : .......... ............ ................. ................ .................... ....... ----------------- CONDUIT J-BOXES FOR NURSE IF Regional - ---------- .............. ACTOR7 ............................. ........ C DINATE 'A"ILAND-BORG. ................. ........................ WITH R Hospital ............ 0, .................. ... .................... .......................... ............ .... ...... .......... ........... .............. 1401 West Seminole Blvd. .................... ....... ..... .... .................... ............... ................... 0 Sanford, Florida 32771 .......... .1� ................................ ............ .......................... ................................... .................. ................. .................. S: . ....... . ........ .............................................. T-E "'�kEYEb; N01 ..... . ......... . ....................... - ------------- ---- ............. ........... ................ ......... ... Regional ....... Central Florida PROVIDQA NE� CODE BLUE. CONNECT TO EXISTI ............................... --'CODE;:BLUE TO REPORT 0 PBX AND ER. PRO�IDE TYPED SYST�M. ........................... ........... J� , r, .......... ...... IT Hospital z ............... . ......... ........... EQUIPMENT FOR ------- - -------- UPD�!Efi DIRE�..TORIES REPROG AM ALL NECESSARY ................ ----------- --------- - Seminole Biv ...................... ....... R OPER�..TION. ...... an r on a 327 .................. ....... ------------------------------------------------- .......... TIO ........................ ..... -BORG NURSE �GALL MASTER STA N IN ER, PROGRAM ................... ::.., ........ ..... .............. ................. EXIS,�NG RAULAND z FOR A LU LLFROM.C-T-J'��AN. .................. .......................... . . ....... .................. ...... ...... TION IN PBX. QDI EXISTING::;� RAULAND- BORG NURSE! ALL MASTER STA ............. LOCATION PLAN ----------- .......... ...... ........ L . .......... ....... ....... ..... ................ ........ ........ ....... ........ .......... . ....... .......... ELECTRICAL .......... e ... ......... ...... ....... . ....... . ...... ......... .. ...... — - - - — -------------- 0. .......... ------------------ . ......... .......................... C\J PENINSULA ENGINEERING INC. 303639.00 CONSULTING ENGINEERS (L W. ESTABLISHED IN 1977 OCATION PLAN LLFETREAL 2016 ALDEN ROAD, ORIAN00, FLORIDA, 3-9803 - 407-248-16BB , EI3 3089 0 Copyright All Ideas, designs, methods and plans indicated or represented by thin drawing A2 _0# are owned by und the property of Peninsula EnyineerIny, Inc. and were (xauted, evolved and ..... ... ... > JOB#: 1� developed for umt on and in connection with the specified project. None of the rdson, designs, ---------- urrung-imcnto. methods or plana ahull be u,3od by or discloned to any person, firm or W 03318 corporation for any purpome whot3oaver without the written permia3ion of Penlniulo Engineering, Inc. 101 1/01/04 KMIr 14- r ' I .......................................... i i `:: .... :..........:... f fi .- _- J �. E • i .' i :I' _............................................................------ ......................------- __............ _ 'a I ! _.. E i ■ w ■ear ■ ■ A■e■ w ■ ■ve■ ■ e eee� a e�w'; a ■■■ww e e ■e■4■ ■ i ■ ..........................I ........ ......................................I .... ■..............._................................................................................ .... ...............I.................. ...... .......... .................................................. ........ I <,. ...... TR r....... E • W 3 ............., E € TR 's ■ ;' 3ETR ETR f 3 I :• • .. - - r......:.:. M (f L " I f 3.• t: ER € ER ..� F : L EXISTING 3 { ERL f I ::• PANEL ... .--: -- � .......: ....................:::::: :::::::::R...................,1Al E - • ER .......................................................................................... , ,.,-_. TR . ,- -- ------ :::-;� -.. / ETR- ..., :•, , F ...................... ....................... ........................ ....................... ........................ ..._....._.............. ..... ..... .......... ..... ... •_................... sae rr rr� ...€::...:.. ..........................................................................! .,: ............ ■ f............................................................... ...................... ; t..........i.................................... :...........i.................................. ............................................................... ............................... .... ETR........... .. ■ ETR 0 3• I 3 ' ETR ..ETR -_.._........L...--........................... . ERL TR 'f c O R K W ...... AREA OF ........................... ............................... .................. ,f 1` I>.3 -r,... €: I ---- _------- ::�. , ETR ......................... W t.,.......................... �ETR.I ■ E E ETR ETR - — — ---_- -- - R ERL - _. -- — r i I F i ETR ETR • v e .-' I................. . ... • . . . ........... . . ERL ETR ' ETR ->__ _-_--_-f------_' _........__---------- -- -- ----- --- -- -- -.... - ----------- ■ r ■ � ,ETR jr • .... ........................ .......................... _. _. .. .........: . a -ETR ETR / ■................................ .............................. ............................... .................... I P ERE...... ................ ......... ....... ....... I ... - . I:............. L: r �. .............E �•I �- i __ _ - -_ m ..................... 1 A— 21 ETR I °' '1` ETR► EAR ETR E- — - J ERL w>r ; :-, ............... ■ ERLETR 1 :;_i f ETR' 1 r'r . i - • ETR { RL _____ - - ETR e rl ■ j ERL 3 ETR R E ` 5 ERL E ETR ETR ETR R ETF F /1�_5 r R ETR ........... . ■ e�■■� ■ r r� e r ■errr r e r.e• e e ■ew®e a wise.■ r e ®e ■ eee_ ■ ■ er®■ r �e®s ■ ■ee_ ■ e w■r.r r e er.rr r e ea _-.----.._.__..______ . ______._______-__-________ ___ ___________________ __w_._ _--- . ... ........................ ..... ..................... ......... . DEMD PLAN - POWER) SYSTFMS & LtGHTING CT SCAN 1/40 = 1'-0" GENERAL NOTES: 1_ DEVICES SHOWN ON THE EXISTING FLOOR PLAN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 3. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. PROVIDE NEW RECEPTACLES AND PLATES AS REQUIRED, 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN RACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. J—BOXES, PENETRATIONS, CONDUIT, ETC. IN FLOOR FOR OLD EQUIPMENT SHALL BE REMOVED/PATCHED/REPAIRED TO MEET EXISTING FLOOR RATING. KEYED NOTES' 'J CIRCUIT TO BE RETAINED FOR USE IN RENOVATION PHASE. O2 CIRCUITS TO BE RETAINED FOR USE IN RENO PHASE. REFER TO PANEL SCHEDULE FOR MORE INFORMATION. 0 EXISTING RECEPTACLE TO BE UTILIZED FOR EXISTING X-RAY VIEWER BOX. VERIFY EXACT LOCATION WITH OWNER AND RELOCATE IF NECESSARY ® VERIFY EXACT LOCATION WITH NEW FILE CABINETS AND RELOCATE IF NECESSARY. VERIFY WITH OWNER. O EXISTING QUAD RECEPTACLE TO BE RELOCATED TO ADJOINING OFFICE (REFER TO RENO FOR MORE INFORMATION) FOR X-RAY VIEWER BOX. VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN - 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. N DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS 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. EN EXISTING BACK BOX AND CONDUIT CAN BE REUSED IF METALLIC (EMT CONDUIT). JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVERPLATE. AM PENINSULA ENGINEERING INC. CONSULTIN43 ENGINEERS ESTA-MISNE9 IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32a03 - 407.246.1608 - E8 3088 � Copyright — All ideas, designs, methods and plane indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and J� developed for use on and in cannection with the specified project. None or the ideas, designs, arrangements, methads or plena shall be used by or disclosed to any person, firm or 03318 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 0 z 0 fn 0 4 0 iL 0 0 w a I- IW 0 iY IL £ I- 0 z Q z Sme. SFr-� $� z Lyman DavidsonDa Dooley, Inc. AHCA COMMENTS 2-10-04 (4 David A. Burger, PE, FL Reg. No. 47146 0 0 LL- LL < I C w C) ~ Z W W Central Florida Regional Hospital 1401 West Seminole Blvd_ Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION PLAN POWER, SYSTEMS AND LIGHTING ^0 C 1 303639.00 BS JEA 1 W �E 1 1 /01 /04 04'1� ARCHITECTURE PLANNING INTERIOR DESIGN n� Z a�i icy rr i"' l4f'p 4N " Z REND PLAN - POWER, SYSTEMS AND LIGHTING - FILE RUHM 1/4' = 11--0' 1. ELECTRICAL CONTRACTOR SHALT_ VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. 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 NOT ACCEPTABLE. 4. CLEAN, RELAMP AND REFURBISH ALL EXISTING TO REMAIN FIXTURES. CHECK SWITCHES AND DIMMERS FOR PROPER OPERATION. REPLACE LIGHTS/DEVICES IF NECESSARY (MATCH EXISTING). 5. CEILING SYSTEM IN THE NEW FILE STORAGE AREA SHALL BE RATED, LIGHTS SHALL BE TENTED WITH THE RATED CEILING TiLE. VERIFY THAT ADEQUATE SPACE IS PROVIDED AROUND LIGHT FIXTURE WITH MANUFACTURER TO AVOID PREMATURE FAILURE DUE TO HEAT. CAULK ALL JOINTS. 6. ALL PERIMETER WALLS IN THE NEW FILE ROOM ARE FIRE RATED (REFER TO ARCHITECTURAL SHEETS FOR MORE INFORMATION). PROPERLY PROTECT ALL BOXES ON BOTH SIDES OF THE WALL. KEYED NOTES: O CONNECT TO RECEPTACLE CIRCUIT RETAINED DURING DEMOLITION PHASE. O2 'NL' LIGHT FIXTURES RETAINED DURING DEMOLITION OF EXISTING FILE STORAGE AREA. O3 CONNECT TO EXISTING FIRE ALARM CIRCUIT. �4 PROVIDE A NEW EXIT SIGN (MATCH EXISTING). CONNECT TO EXISTING EXIT CIRCUIT. O5 CONNECT TO CIRCUIT RETAINED DURING DEMO. UTILIZE FOR X—RAY VIEWER. © WALL TO BE 1 HOUR RATED. PROPERLY PROTECT ALL BOXES BOTH SIDES AS REQUIRED. �7 EXISTING RECEPTACLE TO BE UTILIZED FOR EXISTING X—RAY VIEWER BOX. VERIFY EXACT LOCATION WITH OWNER AND RELOCATE IF NECESSARY O VERIFY EXACT LOCATION WITH NEW FILE CABINETS AND RELOCATE IF NECESSARY. VERIFY WITH OWNER. 9O PROVIDE A 8 PANEL X—RAY VIEWBOX (DOUBLE STACK, 4 PANELS PER STACK). ALKCO CAT.#XS2404/FAS/L/HGP OR EQUAL. CONFIRM WITH OWNER/HOSPITAL PRIOR TO ORDERING. 10 CONNECT TO CIRCUIT RETAINED DURING DEMOLITION PHASE. 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. N DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS 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. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVERPLATE. PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAE ISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 D 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, JOB#. arrangements, methods or plans shall be used by or disclosed to any person, firm or 03318 corporatlon for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. D Q 0 z Lyman Davidson Dooley, Inc. .A COMMENTS O 0-04 v David A. Burger, PE, FL Reg. No. 47146 Ify 0 0 .J LL F-- I�° LL Dw 0 �J C� z W 2 0_ D a W Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 RENOVATION PLAN POWER, SYSTEMS AND LIGHTING N d' 303639.00 it 13S sff I ARCHITECTURE F:ff PLANNING INTERIOR DESIGN � ' st z fff,-yc --- .:;-;:ttttFFt.:<;=:=�>;:::<:: . ........ :. Y.. f,. rr i . + .................................. .........0 ...,.W-........ ............. . I: ................; T—.-.._.._. � ... i................................... s !r :..f ..� ..........�........................... ....:...................................f ,.•.......................................... ................ ............................................... :... I .......... .. ! I / L ...... ...... < I r r ■■rrr■..■.. r r ■■■■r ■ ■ ■■■rr ■ ■ ■■■� a r r�� w . ■■■r• p ■ .. �� ■ . rw■� ■ r _._..�-__...._......... — - .................... _............ ...-...__........-v____�_.,W.....i......�. -.._J..................L.....,........_................_�...�.. L.........x.�ir.. .y.... .............................:...................... ...................................................................... ................................:.............................................................. ... ................................................................................ .... -• ■ i ELR ELR ELR ....... .. : {3 E ............ . ............. . ■ ELR ■;, :1 € ELR ELR .fff:<};�:•rikk�l£% � .....—f- .. �,... .. r i .---........ R... , . r ■rr_ ■ ■ ■■■■■ w . ELR * I f :.::::... ...... f 333 3 � .f. v, ........:. i i i 1 • :3 (..;; E ELR AREA OF WORK I` ■ —RAY -s�._- I'� EWER -.r R �I ■ ELR R f I � j f {kt I..........: 1/40 = 1'-0" r f � r --.-------- ,r ................................' .............. .................... ..:..... ... , .. j ... ............. .....:.................. . ff GENERAL NOTES: 1. ALL DEVICES SHOWN ON DEMOLITION CEILING PLAN ARE TO BE REMOVED UNLESS NOTED OTHERWISE. 2. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA, AND PROVIDE_ NEW NAME ENGRAVED PLATES AS REQUIRED. 3• F-RL LIGHT FIXTURES TO BF REMOVED AND STORED IN A PROPER MANNER TO BE RE -USED IN RENOVATION OF NEW FILE AREA. 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. N DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS 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. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED, PROVIDE NEW DEVICE AND COVERPLATE. �j; Ffu T yman _M Ft��f Davidson ❑ u Dooley Inc. f fff AY tr fSn' ❑ f :{}fj i ff; : f F;_t:fff. -nor.-tt>yF fff - Uffirzf>a� F x:{FRb :yfi;f..f.... O F j5ir�— f ff �RE ;:xAHCA COMMENTS �,, ; f �s xrf f I If • /ffi, fifr..xr=.%.f .f.t•W r N,xf:a•, uPOF os« 1;fff David A. 0 rger, PE, zFr Q"F}fs '{ff FL Reg. No, 47146 fF << 0 i-,fff ::.��F�• 4"t f F w` IJ fvazf� / ff rf r�if4r r- {". fff �v f7;ixu' Qry Z 0 Y ffi'fi L � i ✓i 0 0 fS��ff�. t ILL J id�fffv3 f•� 0 ftf t T0" �j ufutt rfl 'jr C J Y «: r Ff f Sx`ifat . f - fft4 zf>ixflF. f { _ 0?;gf Ly W��fru �FfffG:ffff F:.:ff9 .f;fff� fff ;:'f7-xtt 0 F.Fff. fr � z 0 F�isx z. :f "fjif f/f.! w f✓fr6+`fl ! fi 2F. ,s,f { f. •i fx f l t W Mw ❑"fff Central Florida Regional Hospital Off rx , 1401 West Seminole Blvd. Oy y%% ff}fr:ft� Sanford, Florida 32771 -Central Florida tfr� ,,Ff ft o�"�f"ff Regional F .f. fjffjf{if ❑ z '{ifs Hospital f'�f 0 rn f 1401 West Seminole Blvd. ❑ f Sanford, Florida 32771 3f;,Srfz�fuzz` f r.-.. ter, DEMOLITION FLOOR IL {f'f PLAN - LIGHTING 0 f fff. i ay" f ' 303639-00 W�'y" r .ff•- BS `A'+� 4� } a`3Ga 0 JEA � . 0 13318 z w 104 x �FY 1 /01 /04 .s �..G. .1, I ARCHITECTURE PLANNING INTERIOR DESIGN i r` :.............................................................. ............. ... . .......... .............. .......... .............. :1.....,........:.. ;............................................... . ........................... s 1 r i, ••'ti 1 i' ff ------------------------- I:.................................................................... ---------------------._.---------- r`rr F { f : E ' r € ERL NNL3 63-................. .- -..----------- _� -.... I I R i ■ E ':. ERL R ERL Ak 9----- ---3 I ............ . ' ........... --------- � SE .......... : I.......... ............ AP D IM0 PLAN - PEWER SYSTFMS - CT SCAN GENERAL NOTES: 1. DEVICES SHOWN ON THE EXISTING FLOOR PLAN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE, 2. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 3. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. PROVIDE NEW RECEPTACLES AND PLATES AS REQUIRED. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. J—BOXES, PENETRATIONS, CONDUIT, ETC. IN FLOOR FOR OLD EQUIPMENT SHALL BE REMOVED/PATCHED/REPAIRED TO MEET EXISTING FLOOR RATING. 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. N DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS 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, EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED IF METALLIC (EMT CONDUIT). JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVERPL ATE. PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAMISHE9 IN 1077 20113 ALDEI ROAD, ORIL ANDO, f7_©RIDA, 32803 - 407.2413.1088 - E9 3080 Copyright — All Ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Englneeriny, Inc. and were created, evolved and developed for use on and In connection with the specified project. None of the Ideoe, designs, JOB f arrangements, methods or plans shall be used by or disclosed to any person, firm or 03318 corporation for any purpose whatsoever without the written permi391on of Peninsula Engineering, Inc. W z 0 I- 0 z w H z 0 z Q W In 0 z lY 0 z 0 F 0 z Q tL ❑ z Lyme n Davidson :Dooley, inc. CA COMMENTS 0 10-04 David A. Burger, PE, FL Reg, No. 47146 0 0 i. LJL 0 W 0 �w. n z LLI IIZ W Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 DEMOLITION FLOOR PLAN POWER & SYSTEMS N 303639.00 BS JEA W W W E105< r 1 /01 /04 U ❑ ARCHITECTURE W yrSy: Jy,J r PLANNING d �" ;fr;�;+s. Wf INTERIOR DESIGN ❑, _110 Me r i 41 _.jE..... .......... ...v..iiL...__...................... .. : ........................ i---- ZL l ..............................................•. ............... .................. t , I Il ; I i i i T. ........................................................ r I...; .. r Ei ....... ... ................................................. E.............................. .................... �...................................... I ....3 I I i e AREA OF WORK V- NNL3-63 L NNL3-63 r- NECL4-5 lN: .......... -------I ...... ............................ :DUCT _ 10' x 3 1 / 2-" I FLUSH WALL;.DC:,I: NECL4-3 € J I I 1 i .. —. : ................... ............}...... ...............1...................................... _.J REND PLAN - POWER K SYSTEMS & GEMS - CT SCAN A� 1/4. - - 1 ,_ 0 fix L....''. r.................................... .......... l ( , 0- l_ r' ..... -' GENERAL NOTES*. 1. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. PROVIDE NEW RECEPTACLES AND ENGRAVED NAME PLATES AS REQUIRED. 3, PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 4. PROVIDE PHENOLIC NAMEPLATES ON ALL PANEL BOARDS, 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 NOT ACCEPTABLE. 5_ REFER TO EQUIPMENT MANUFACTURERS DRAWINGS (GE MEDICAL SYSTEMS) FOR ADDITIONAL REQUIREMENTS. 6. FOR ALL DESIGNATORS REFER TO EQUIPMENT MANUFACTURERS DRAWINGS (CE MEDICAL SYSTEMS)- 7. CONTRACTOR SHALT- PROVIDE FUII HEIGHT DIVIDERS IN ALL J-BOXES. 8. PROVIDE REDUNDANT GROUNDING FOR THE PATIENT CARE AREA VIA THE RACEWAY SYSTEM, THE EQUIPMENT MUST BE FASTENED TO THE RACEWAY SYSTEM OR BE BONDED TO THE RACEWAY SYSTEM BY THE USE OF FLEXIBLE METAL CONDUIT OR BONDING STRAPS. 9. PROVIDE SEPARATE RACEWAYS OR CONTINUOUS BARRIERS FOR THE SEPARATION OF INTERCONNECTING CABLES PER VOLTAGE RATING AND CLASS. POWER AND CLASS 1 CIRCUIT WIRING SHALT_ BE ROUTED TOTALLY SEPARATE FROM CLASS 2 AND 3 CIRCUIT WIRING. PROVIDE A CHART AND OR A WIRING DIAGRAM WITH MARKED CABLES TO FACILITATE VERIFICATION OF THE REQUIREMENT. THIS CHART MUST BE DEVELOPED BY THE MANUFACTURES ENGINEERING DEPARTMENT. 10. ELECTRICAL CONTRACTOR SHALL COORDINATE POWER REQUIREMENTS &_ LOCATIONS WITH EQUIPMENT SUPPLIER (GEMS) PRIOR TO ROUGH -IN. 11. NEW WIRE DUCT SHALL BE WALKER MEDICAL SYSTEMS OR EQUAL. PROVIDE WIRE SEGREGATION CONNECTORS & T'S & TUNNELS FOR PROPER WIRE/VOLTAGE SEPARATION. 12. GE MEDICAL SYSTEMS SHALL PROVIDE A FIXED DIAGNOSTICS LEAKAGE TEST PER NFPA-77• 13. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT & J-BOXES FOR NURSE CALL SYSTEM. COORDINATE WITH RAULAND-BORG. a KEYED NOTES: O1 NETWORK OUTLET. PROVIDE_ PER GEMS DRAWINGS. �2 DEDICATED TELEPHONE LINE(S). PROVIDE PER GEMS DRAWINGS. REFER TO PARTIAL RISER DIAGRAM & PANEL SCHEDULES FOR MORE INFO. REFER TO GE MEDICAL SYSTEMS DRAWINGS FOR MORE INFO. PROVIDE A MAIN DISCONNECT PER GEMS DRAWINGS. GEMS CAT 4502AD_ O PROVIDE A NEW CODE BLUE. CONNECT TO EXISTING RAULAND-BORG SYSTEM. CODE BLUE TO REPORT TO PBX AND THE ANNUNCIATOR AT THE NURSES STATION IN ER. PROVIDE TYPED UPDATED DIRECTORIES & REPROGRAM ALL NECESSARY EQUIPMENT FOR PROPER OPERATION. REFER TO SHEET E101 FOR MORE INFO. „., 14 PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAMISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 - EB 3089 y 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, JOB#: arrangements, methods or plans whali be used by or disclosed to any person, firm or 03318 corporotion for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. J F- 0 z Frf f rF ::i:$:i tal Lyman f f.. J Dooley9 It�c. r : l�� Ff fyf>n'rSff - AHCA COMMENTS /, 2-10-04 / l� David A. Burger, PE, FL Reg. No. 47146 ze"101011f sr f1 0 fff f-. W}j,,: ,f�F � JVv` ff. ' Z f U LL k;tif ;� 'ff kf ,yf ❑';,.. w p�Nk 3r .. f� F' yff ,WjA�r� y. ffy:.sFur�r u;sr:;s n j+Gflfif�+: n {Yf<f X. n f ;:;jcft:rfy;fr7 .ffy.3ffrf,�rivil Central Florida 0 W Regional F':f:rf${;,� HOBp ital IY ffy� 'i f,j �i+ram 1401 West Seminole Blvd. Sanford, Florida 32771 �:Fs.:.y, U F$ 00 �- rfif{n�fi-; rfa p �r' .f ;r rn W�ffiv, I -� Central Florida , f r y Re tonal ;f,,�.rf� �yy� o9 r�'f ❑ F� r fff Hospital � f/F Z if lf�f%lf f 1401 West Seminole Blvd. ff f,y, ❑, f Sanford, Florida 32771 d F • ff:.. z,s,„�kfjsf3f „f RENOVATION FLOOR PLAN- POWER & J IL SYSTEMS &GEMS o -, CL t-;SiIS' {f'yf W f 04 ;f ty 0 303639.00 , � d W%1 B �F�fFf :frfLFRi �l r i Z ON fF%> %f, flf ff_,X,010. `> f106Ld� Dili/4-; L�l ��:rfiffJ�`ffi?f+! .YFlV?ff fff f.Yr: is r$:: 1 f 1 /01 /04 O 0 ,J f NEW PANEL NECL4 f"�!_C;i.1VE I. (--- r F —1. 11.1 r i k i " I 1?X LIGHTING FIXTURE SCHEDULE LAMPS VOLT NOTES MOUNTING REMARKS QTY jY E WATTS FIXT MANUFACTURER CATALOG N0. 1126/1102P1 1 A-19 100 120 1 RECESSED FRESNEL LENSE q LIGHTOLIER 3500K LUMENS ® LIGHTOLIER SPS2GFSVB232-120—SO 2 T8 32 120 1 — LIGHTOLIER SPS2GFSVB232-120—SO—EM 2 T8 32 120 1,2 3500K LUMENS BE TSLP0028W BPR 2 8PH 28 120 1 SURFACE C LIGHTOLIER RED LED COMES 120 1,3 WALL D VISTA VSL-2—SLO43—RED WITH THE FIXTURE SUREACE NOTES: 1. FIELD COORDINATE EXACT LOCATIONS. 2. FACTORY INSTALLED EMERGENCY POWER BATTERY PACK WITH CHARGER AND INVERTER. UNIVERSAL CANOPY — "X—RAY IN USE" 3. EXTRUDED ALUMINUM LED "IN USE" SIGN, WHITE HOUSING, WHITE POLYCARBONATE FACE, GENERAL LIGHT FIXTURE NOTES: 1. APPROVED MANUFACTURERS FOR LAMPS: OSRAM SYLVANIA PRODUCTS, INC. '" 2. APPROVED MANUFACTURERS FOR FLUORESCENT LIGHT FIXTURES BALLASTS: OSRAM SYLVANIA PRODUCTS,INC.; MAGNETEK/UNIVERSAL LIGHTING ""` 9. PRODUCTS GROUP: MOTOROLA LIGHTING,INC. I I. o ARCHITECTURE PLANNING INTERIOR DESIGN i ,ah1 z ns Y' 1 a�r1 °*u'��a �'ri'fn y+N•il�' ��� yg +r"r Q z�#ra �i�� r sd sus iri liI 't wr �f;' s h �r� e far��i �Yrs hp ( W {��R NECL4-4 r AREA OF WORK 1 ■ ■ ■ ■ ■ ■ ■ ■ 1 r n W A 1 T _L i,\\1 R"D 1,1 PL KEYED NOTES �j UNISTRUT PER GEMS STRUCTURAL DRAWINGS. O2 PROVIDE A NEW LUTRON SKYLARK PRESET DIMMER WITH ON/OFF S-600P—WH. - CT SCAM ���� 'R11 PI�A�I LIGHTING 2016 AL 0EN ROAD, ORLAPIN®, FLt�ll RENOVATIONCopyright — All Ideas, designs, methods ai A q are owned r and the property a Peniwit 21/4' - 1�—'Or developed for use on and in connection witt arrangements, methods or plans shall b corporation for any purpose whatsoever wither, 1 e @r! 4 k �' fd�I NeY'k r 2 �dWir �v d k� i+d 1t i Y 0 ti�JNse�il4ik ett �z4��, �f aat�1'1`�lak` JJ rz Z s �s� y?1;tif i'd;aVd� "firkk�i'fw P� F1{P'("4rY w Asre dxl.Ytr+rfzz''4�k3�4 - , �a� 'gr � t 17 a Lyman } Davidson Dooley, Inc. a 0 t Q t� 0 U , W tll z 0 0. AHCA COMMENTS /� p 2-10-04 AN z to , C T_/n V/ • Y U W, 0 T. 0 X David A. Burger, PE, Q FL Reg. No. 47146 z 0 J D [0 0 F- 0 In . •�� ` 11 . f� M 1 • F Ez U' FW LLl Z 0' o Central Florida ILI Regional Hospital o IL tY 1401 West Seminole Blvd. 0 Sanford, Florida 32771 Central Florida $ Regional Hospital ° 1401 West Seminole Blvd. �. Sanford, Florida 32771 a , z Q RENOVATION >- FLOOR PLAN o, LIGHTING D, CC\I W INC. 0 303639.00 El u 0 z BS .1686 • ® 3069 0 F- `�' ° J EA 1 W presented by this drawing were created, evolved and g JOB Z LU Vona of the Ideas, designs, I to any person, firm or A Peninsula Engineering, Inc. 03316 a 071< Iy UhlEl � T .� 1/01/0 F.. • s I I W ;kv ARCHITECTURE frr� J PLANNING INTERIOR DESIGN n:t , rr::i. %f .1 .....................: I .............................................. t..... : ......: „ T., .... s..... i 3.............': f i C............... : ,7 y 3S ...... .......:::, E ,E — c Ei . .t Es_....... i E i € -- i s i E ;ts li E ) ,j EE r-, t'i .....-•.:...............;.f.....-..; t.-..-... -..-.. ... ... -. 1 :I .-... ....... .:.... E......?.. i :i ( lE........E........:... : it IE i fr• F l r{ r f I� s : •E t: .. CS .. , C.J. i • iE ,I It f E'....................... ,. j I V �r i f I........ t .............................................. 3::::::::::..............-..-...............................................-.......................-..........; m._.. `---- t _ .......... ........... E, 1;E -r f E. :f - .......... .......... ....... U........... I . ......... - ......... ......... fI. . ......................................... ------------ ------ ,y E E �: E •— .. i ................................ - ... - ------------------- t 3........................................( ' : !" { f 3, € .., V ----------------- : 3. I •............ E F ..................: ................................................................................ ................... ' ............... ..w......: -' ........................... I �', rr, "i r 2 ___ { ,J t 1 • ` E > l" 4 ;. , FI: �. 5 ( ................... .......... ............� I , ' l :.......3 : • . : ........ ..... ..... .......... ------- ------------- J r „ fE -S 'h ....... ..... .................. E .. :..11.-r, i w. :.r, r: I.. .., i�1 3 . I:.. �.�Y.I-.......... �i..,..�..• ..- '3 `.. •• . ............: {tfW is ` , i , ..................>.: - ,.• .- - - r-4 ..... i l ,. r.. r { 1 .. i .......................... ( , Ic2 ... ,.. .. i ..,. ,-. .,. .... ........................... ! i :E .. -• : 4 a ; : :. •E 1. E. r` :: :.:.:.r , .» fg ... #:f4 ' +`. jj ..... .-- .. .. .......................... 7 is i i I �..� ,... % " .. f:•"�+'•, � L.3 ...1 ..---.� _. -..a... `� EE i E fi.. a 3 :E.€...�m.......•` 1 r EE C. a'iin i ................... , ...:�.......f. ......... .. 'I -sr (>r 1 .................. ------------: :2- .. .....................10 14l1 :::::::........................ ........... . 2 •`.:. ----------- ii �:I•�- : ;-�:-:;-:I, NECL4-7 -- --- ....•..-------E ,'::' fig'` r. �E E 3 I-� E E E EE I " = T 14G :t If f' E f' ■ RTAC-3 4 E ■ E' ...... E { { { r ` EE 1, ---..j ;....._.._,..._._._...........................: .........-..... ........-.....fpE __ E - E 3 EI t ............ E j --- : :H .................... I ,} ..._._. .................................................................................. ...................---..........:::::.,................... ------ rrl !■� � ?#wl � �i i� ■ �� air � * � I' %'' ROJECT AREA „ - i , i _ . r i` ......... � is :.......................................:......... .,........ L i -sk j . i • f t { r ......... p: ........... ... .................... 2 riS-.:.....::............................ ... ... ..... ...........) FF rJ ''1'h,•li,-'. v .l . ; `,fir. •�,� .I r l r SFr•. r` KEYED NOTES 0 PROVIDE A 30A, N-313, 60OV, 30 FUSED COMBINATION MOTOR/STARTER DISC. SWITCH WITH A NEMA-0 STARTER. PROVIDE NEW FUSES & THERMAL OVERLOADS SIZED PER MOTOR NAMEPLATE. PROVIDE A CONTROL XFMR (VERIFY VOLTAGE) WITH AUX. CONTACTS. HOA, ETC. REFER TO SPECS. FOR MORE INFO. 3—#10, 1—#10GND. — 3/4"C. COORDINATE EXACT LOCATION & REQUIREMENTS WITH DIV. 15. O PROVIDE_ A W/P MOTOR RATED SWITCH AND HARDWIRE INTERCONNECT TO RTAC-3 FOR FA SHUTDOWN AND MAINTENANCE. �3 NEW DUCT DETECTORS PROVIDED BY DIVISION 15 AND INSTALLED BY DIVISION 16. PROVIDE CONDUIT AND WIRE AND CONNECT TO EXISTING FIRE ALARM CIRCUIT. ® PROVIDE A RELAY, CONTROL MODULE, CONDUIT, WIRE AND ALL MATERIAL TO SHUT DOWN UNIT ON FIRE ALARM. CONNECT TO EXISTING FIRE ALARM SHUT DOWN CIRCUIT. (55) CONNECT RTAC-3 AND EF-2 TO EXISTING LIGHTNING PROTECTION SYSTEM AND INSTALL PER NFPA-780. REFER TO SHEET E-401 AND SPECIFICATIONS FOR MORE INFORMATION. REND ROOF PLAN -- ELECTRICAL o CT SCAM D-�INDO, FL RI 2018 ALOEN ROAD. OfiLANDO, FLORI A r ,— ' Copyright — All Ideas, designs, methods c are awned by and the property of Penl= 1�8 = 1 o developed for use on and In connection witl arrangements, methods ar plans shall t corporation for any purpose whatsoever withoi Im r z 0 N a a 0 I-' F- 0 z f% i a e z i0 J 0 2 z W 0 Lyman Davidson Dooley, Inc. AHCA COMMENTS O 2-10-04 l r David A. burger, PE, FL Reg. No. 47146 0 0 LL z LL < I Cw ) 0 U) C) W 2 I- D a w Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 RENOVATION ROOF PLAN ELECTRICAL 303639.00 133 1 /01 /04 t1 C� CAI W W C) ............. ........................... ............ -- ... ...... I+a-1/3' LOCATION OF NEW PANEL 'NECL4' GENERAL NOTES; 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 1 2"x10" SOLID ALUMINUM AIR TERMINAL CAST ALUMINUM AIR TERMINAL BASE ------------- ..... ..... f 1 . .ff t 1 ' NURSE CALL PANELS {? .............................................................................J.E ......... KEYED NOTES n1 REFER TO PARTIAL RISER DIAGRAM SHEET FOR MORE INFO. 2 PROVIDE A NEW J—BOX AND CONDUIT (NO CONDUCTORS) FOR FUTURE EXPANSION (REFER TO RISER DIAGRAM FOR MORE INFORMATION), MOUNT J—BOX ABOVE CEILING y� -AN.A :AS.,C O E:.TQ PANEL AS._ POSSIBLE.. - Ln ALUMINUM CABLE LOOP AT EVERY 36" ON CENTER (MAX.) ROPE LAY ALUMINUM LIGHTNING PROTECTION CONDUCTOR STAINLESS STEEL FASTENER (2 PER PLATE) CAST ALUMINUM BOND PLATE. RTU AIR TERMINAL DETAIL SCALE: NONE ALUMINUM LOOP CABLE CUP WITH STAINLESS S1 FASTENER — EVERY 3'i ALUMINUM BONDING PI BI—MET SPLICEF CLASS II ALUMINUM LIGHTNING CONDUCTOR (37 STRANDS OF 13 AWG WIRES - 190 LBS. PER 1000') EXHAUST FAN AIR TERMINAL DETAIL SCALE:NONE ENLARGED RENO PLAN - ELECTRICAL RUUM /A/ y-rrrrrr :f r vim f "'UT AND HER ALL 0 ANGLE 2" x 1 /4" STEEL ANGLE NUT AND FLAT ALL THREAD INEL ❑ULI AFmrt 1U NNUUM t2)-1/2° NUT & BOLT EACH CHANNEL MAXIMUM DISTRIBUTED LOAD 750 LBS. TRANSFORMER MOUNTING [DETAIL E401 KjoTF• onnpnikiATF ci m-Drr%itzi IAI IMTW TRAK1Qr7nPKArr? Ail AAII IG'Ar1T11QFU CONDUIT OR FLEX AS PER SPECS FUSED DISCONNECT SWITCH UNISTRUT UNISTRUT POST BASF MOUNTED TO FINISHED FLOOR 0 0 0 o FINISHED FLOOR DISCONNECT MOUNTING DETAIL SCALE: NONE 1-2 031 Y` -0 f :ff, ? PENINSULA ENGINEERING INC. CONSULTING ENGINEERS EBTAMISHE® IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 " 407.248.1688 - 3 3088 O Copyright — All ideas, designs, methods and plana Indicated or represented by this drawing are owned by ❑nd the property of Peninsula Engineering, Inc. and were created, evolved and JOB developed fcr use on and In connection with the specified project. Nana of the Ideas, designe, arrangements, methods or plane shall he used by or disclosed to any person, firm or O-3318 corporation for any purpo9e whataaever without the written permission of Peninsula Engineering, Inc. ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Into AHCA COMMENTS A 2-10-04 J k ice•?- �. , U) H ++b 0 W 0 ILI3 1 r B z1-4 f. David A. Burger, PE, z,r "„ Q2 FL Reg. No. 47146 W (0 0 F- 1- 0 z U) i ry }F'ff: r'r{rr rrt.,F... :+p;r:f:i::3 Ilf �, fy.F;Fr.:f.f;k ILL Z RE',- 11 Uf f,%}F 0f r % o f , Cal l r�+F:.rr ri-rff�r 0��f ? - .r.uf3ifurf::� ! Sf,.ff�ry' H ? r ? y f??f R-:GrGir - n tYtt:: --r-f<r;.rrrrr, f?«<frr W. Q ii{f fiyf>I %fF%ii „'{$ Central Florida 17 S+'l r{7 k,:r<:<::r, Regional F?t ff.4 •r.,'-r{+f Ff}':- Hospital pss ? 10�;Gi�u�s'+fYf;�d 1441 West Seminole Blvd. 0;=f.''"` r" Sanford, Florida 32771 0.' z ? Central Florida o.f+... 0' Regional z -v. Hospital 4r ur f yr r,, 0� - 1401 West Seminole Blvd. 7717 Sanford, Florida 3_ " 4 xfixn'x? F.rs'f ;Sry>Sf: ?�f�+,F t4:SS4fSff ffrt,:: 4r{ { ENLARGED ARGED X J ?f RENO PLAN 1=fff ELECTRICAL ? 0, � f .:ftffFSY4 F f.'?.YFi -f.'f E' a , ry W • ;wy.< ; 0 , frr,.M,. 5 303639.00 ,pis -: W Y"- BS 7 JEA rf +4n 4.?+ r'r✓-Ox. f'4f 6%'v..'a iYirur?lx.GFS.f,� ???r{r fs'%... �_ ?+ V L=F fk/t /s 1 /01 /04 YIN.r.i .f ARCHITECTURE PLANNING INTERIOR DESIGN := 1 4SJ r%. --; ••• ...�' r r �� PANE! SCH LE: CATH LAS BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:277/480 3 0 4 WIRE PANEL RATED 0 800 AMPS: INDOOR m SURFACE ■ LIFE SAFETY ❑ TYPE: SQ D I -LINE NEMA I kAIC 25 PANEL OVFRLOAD 800 AMPS: M.C.B. ❑ - PROTECTION OUTDOOR ❑ RECE55EC ❑ EQUIPMENT ❑ M.L.O: ■ FED FROM: UPS LOCATION: CORR. ELEC. CLOSET UPS ■ N IDENTIFICATION LOAD (AMPS) C.B. U CKT. CKT. w C.B. LOAD (AMPS) IDENTIFICATION N O A4� B� Cib AV, Bq� C41 E AMP a � N0. N0. a AMP E CATH _AB '1 GE EQUIP. = 3 1 2 1 _ 0 -- ': 5 PACE - 2 4 = - - 3 4 1 20 '` -- -- --- -- 'PACE S - ............ ........... 24 - - 5 6 1 20 .:..,.,.,,. -- 5PACE 1 r .T SCAN 24 ,..,........ ;: r..lr..r... :4i:rr:-r:: ,r. v.Yr 90 3 7 8 1 20 . . ifiF,: :n SPACE - :...:,.;:N .: 2 4 iir i- :.::% - - 9 10 1 20 ':5Jl -F:i'r.... l: SPACE it?h� i::i; f. •r„„? - �: ........... Y :: ff: r: J:'?i: fvi:l.. ........n.. 24 - - 11 1Z 1 20 -_ SPACE F SPAC_ -- - : - =r 20 1 13 1 4 3 150 -- =-=- = -- c ATH I _AB 3 SPACE = ===- -- - 20 1 15 16 - - - -- - F SPAC_ !+{.'J.r.-:- 4 ::....... ...... ii iii: -- 20 1 17 18 %.r _ :......+.:.rr.n.:.., SUBTOTAL AMPS -- -- -- ;: =::: :.:;.i:--:� <.., {{iii it .,;{ r::: ;+ ;:»:<:>::>:::::::>::>::>::>::>::::;,;:<<:F .:::.::::..:::::::::::..:::::« 3 -- -- -- SUBTOTAL AMP S " --- MAXIMUM CONNECTION PHASE AMPS: NOTE 2 TOTAL AMPS A PHASE: If " --- C NNECTED kVA: --- TOTAL AMPS B PHASE: TOTAL 0 n \n --- __ ___ I F - I PHASE: TO rA_ DEMAND kVA AMPS: TOTA_ AMPS C, / _� NOTES: 1. PROVIDE A NEW S -D 90A 3 BREAKER TYPE KA SET TO LOW. NEW LOAD ADDED IN THIS PROJECT Q / 30 DAY RECORDED LOAD 8.OKVA X 1.25 = 10KVA + 19.9KVA 24A-CATH LAB 1 + 19.9KVA 24A-CT SCAN 2. _ ( ) TOTAL NEW LOAD ON ATS-CL = 49.8KVA OR 59.9A PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. PANE ARD SCHEDU N ��'� BOLT -ON ■ NEW ❑ SINGLE PANEL ® NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ VOLTS:277 480 3 0 4 WIRE PANEL RATED 0 400 AMPS: M.C.B: O INDOOR ■ SURFACE ■ LIFE SAFETY ❑ T -D HCW YPE:S NEMA 1 kAIC Q - 65 PANEL OVERLOAD PROTECTION 250 AMPS: M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: NMSB LOCATION: ELEC. RM. #2 LOAD (AMPS) C B J CKT. CKT. w C.B. LOAD (AMPS) IDENTIFICATION N D N T IDENTIFICATION AW BW C4� AMP N0. ND. O w AMP AO B0� C0 I NEC_ XFMR __ -- 125 1 2 3 125 --w.- .-«' -- -- F OR_C1 XFMR - ---- -- -- -- S 4 ts? : <: - :n,.,::::::::::::::.v:::: . ......................... ....................... :::::::::::::.:::::::::: -- -- 5 6 -- -- ..... ,........... ............ . ,..,.,,.,,.,.. .............n:%r.'::" : ........,... J. SPACE !:r i.; _' r:::!- r.r...! .-.-..::i:-::i::::: 3 7 8 3 30 :.i%.:- ::%��rk -- PANEL i�lfFY:'frii :rryx y;{. I:.:;r.�.r - ----- ............ ............ ............ ,.......... .,. - r l:l":r' :.;:-i:.:4..,,. ,r. ">:: "Fir :.:f __ - g 10 .ze ':-.'r.-'-' .Yr'fii ............ --'..'. - ::.r:::.:.::::::::::::: 11 12 ,....,..:..:..:..,.:,:.. SPACE -- ::-;:_.::-;i:-:i:........... -- -- :>f :<:;;: ..:.:::__ -===== < ««<: _:. -- 2 13 14 3 125 13 :::...:..: . NECL 4 VIA 75KVA XFMR 1 ----- ......._ " " ", __: _:::.. __ .......... ::.... . n.:rii: ::,f ,Jh:. :. f:s.}N! -- -- 15 16 - :ii:%:. ry, - ::::::::::. :::::::. _ F F F 2 G_ _ UIPM_NT CATH LAB Q iiif:f 1 ao 3 17 18 ff :.r .in .... 13 ----- w< <r:r> 19 20 3 F.;;:i.,.,+.:... ;!.: SPACE --_-_ :.i:.i.... __ ,,.,,,,.,... __ __ 21 22 __ _- :'l:rj;;iii: __ :}/ , 4.. :i: }" __ ___ I 1 AAI� -= - 3::::..::::::.-.:. -.-:- 400 3 23 24 - __� �_ ..- -'---- -- f >= _ =»» - - -- 25 26 3 125 -- - -- - -- : . NECL3 DISC. SW. HECH3 .::ram •••••••••••• ,........... ............. ............. ,........... ............. --. : "'f:f:i{{:. �,,: u• r. .il %�:: �: r-rrr 27 28 iffli: Jf :. J -iiiiii...... ----- - - 2 9 rr ::"� jirjLf; .. ii --- ii%: r .:rf - _ . :if'::4ii:- - ...... I SUBTOTA AMPS -- -- -- _ _ _ _ _ :iil!:iiiii «:Fi :: -- -- -- SUBTOTA AMPS �:�Fr-:: «iii:::-i::-;:-:�iiiiiiiii;:.i;:.i:.i: is -- fv 11 F ___ S AMPS• TE 2 TOTAL AMPS A PHASE: MAXIM UM CONNECTION PHA _ NO " 11 __ I l F TOTA_ i..JNN_CTED kVA: TOTAL AMPS B PHASE: " --- TOTAL DEMAND kVA AMPS: --- --- I f MPS G PHASE: TO A_ A / NOTES: t THI PROJECT .. NEW S -D 125A 3 BREAKER TYPE KC SET TO LOW LOAD ADDED IN S PROVIDE A Q / 2. 30 DAY RECORDED LOAD 58.6KVA x 1.25 = 73.25KVA + 4.4KVA 13A , TOTAL NEW LOAD ON ATS-EC2 = 77.65KVA OR 93AAMPS. P 0 DE A NEW UPDATED TYPED PANEL SCHEDULE. R VI IA\ PANELBOARD EDULE� NNL3 BOLT -ON ■ NEW ❑ 51NGI E PANEL ❑ NORMAL ■ PANELBOARD SCHEDULE NNL3 BOLT -ON S NEW ❑ SINGLE PANEL ❑ NORMAL ■ PLUG-IN ❑ EXISTING ® DOUBLE PANEL ■ CRITICAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ■ CRITICAL ❑ VOLTS:120 208 3 0 4 WIRE PANEL RATED 0 225 AMPS: VOI_TS:1.20/208 3 0 4 WIRE PANEL RATED ® 225 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ M.C.B: ■ INDOOR ■ SURFACE ® LIFE SAFETY ❑ PANEL OVERLOAD TYPE: SO D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 225 - PROTECTION AMPS: M.L.0: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMF_NT ❑ TYPE:SQ D NQO NF_MA 1 kAIC 10 - 225 PROTEC110N AMPS: M.L.O: ■ OUTDOOR ❑ REGF_SSED ❑ EQUIPMENT ❑ FED FROM:NNH3 VIA XFROMER LOCATION: ELEC. RM. 'A' FED FROM: NNL 3 LOCATION: ELEC. RM. 'A' N LOAD (AMPS) C.B. w CKT. CKT. w C.B. LOAD (AMPS) N 0 N 0 LOAD (AMPS) C.B. � CKT. CKT. C.B. LOAD (AMPS) IDENTIFICATION Q 0 IDENTIFICATION � AMP p NO. N0. � p AMP IDENTIFICATION T T IDENTIFICATION A� Bpi C�5 AMP o NO. N0. a AMP A0 Bey Cqy T E A� B� Csd A� B� C� LIGHTS :!-:4i:rr .::. :.;iti-:ry' :-: 3.6 2 - :. In{.:-.:-i...:.-:.: ::.f f............... ..... ::::::. TER�05TATIC R CEPTS. !. . i r 4+l!!: 2 _a 1.5 ir: err: 1 43 4 4 1 2 0 3.5 =< ... F RECEPTS --... :.irrr::>i: i:4r.r i:: rr.. r!:!. 7• irk:rL�rf.- is r i ::: /. + :: rF.rr:i _ r {! f!3;r.}:.: .:: 'Flti :� fn... r -.. • • xl iii:- i i rrr::. J J f. ..f. 3 20 1 45 46 1 2 a -- -: i :•:::: is _ _ .". '_i::-;: 3.5 F R_CEPT5. LIGHTS 2 .:::......... 20 1 3 4 _ ;:rf : _l.J. f.. hJ.:!.::.-:. ::::w:::: n :::if< ....._..... - - - - 9 F R_CEPT ........,r. f, r.....::. f.:. n.. i:, ::.1....... 5 2 1. _0 1 47 48 2 1 _0 - 1.5 RE CE P T5. LIGHTS 'JI:Jl.!-is-i:.: :.: 3.5 20 1 5 6 - 4r:. n•::::.vnv, .... .. ........ r.. :. ---- - LIGH TS +f-•J.+J.{!{.}} !4i:4ii%,:! r ...... •.v:.v:.v::, 3..... :::-:::::rri> ::::::::::: iii :-iirrr.•rr 3. 5 20 1 20 .. _:-. .::.v:::: r. _ _ .v.iiiii:!•ii .... l.::{:{. :.:':....... :"v:v �. - SPA RE F RE C_PTS. 1.5 2a 1 49 50 2 1 _0 3 ... . ....... ::::! :...-i is _ _ F F C T5. R_ _P :3rr i i}'Fi':.rR .....,.;rf... .:::::::.:.... -"- :::::.�:r:r:r 20 1 9 i ,....."•+:• :f ...... :::: •i rr is ,:..:: . :-irF ! • ;ii: if __ � i::::: iFr< r.r. SPARE RECEPTS. ;: i_:: •ham ..,,rr :-i:-i%rrf. rR. J............r ! r... ........... ll :J. 2 0 k� r. J,� hJ.!: 1 52 1 .........:-. --...n..... JJN.v:: r{. N!: ........... :.iiiii:4i>: .:. ':...., E EP TS. LIGHTS ... ..:.;..rr ::.:.:.::: is%` 20 -::::.. v :._-, .:' l lr. r% <:: !.„' - 1.5 RECEPTS. RECEPTS. JJJl..y,! ........:::::........ Y =f rsr; i :::urr.'rf it+%%?:ii::i x:x. 5 3 54 .m xr�:::::::::::: r{; f, .. : :r:-;:-;: 0 -: -1.5 RECEPTS. T LIGH S r:Nr? > 2 20 1 11 12 1 :: :;:">:":> f. .. nLr!:;.. r....... N,!.iiii: i L GH TS x;r.............. !... . •::::::::::::. .,,.! l:i ............. ........... . 2.5 ....... 20 1 13 14 1 20 1.5 ...vnvJ. �...... _... .....::+:.:;::::. ..... :- i:4i:!.: REL'EPTS. RECEPTS. ;:::-:.N:..>X- - - _ .... 2 0 3; - 1 55 2 1 _a ...... .......... RECEPTS. LIGHTS .,..,....... -iiii•: F %: ........... 2 0 f .... :.f! ... :!ri:!. r :.... __ i:.irf F SPAf,_ F F f lYJ/.!!4: Jh'r} vwF�r.J!i 1.5 20 - - 1 57 58 1 2a >:: - >> - CEPTS. ;::.i:.;:.i:.:; 20 1 • +vim:!!,-.: 15 1 6 1 fn :-i:.%f-F-r. .i:+r,.rr - - - << - - i.i:�ii4�: LIGHTS r+++:.v .::.i:.;:.i:.i:.: �,,,,,,,,,,,,,,,,, *.- ,!..i:.i:.i:.i:.i.. 3.5 20 1 17 18 1 20 ... --.,,,..,.. SPARE RECEP :>;;:<::>::> ::>::::>:::::<: .:{{..i:.i :-i:.:..i:.i:... 59 a rvr! m::. :::>::>.r. .. 1.5 :.i:.i:.ii:.rr . RECEPTS. ::.�.:..+ rrr: i 'l"i:2%%'.%:i::i ::.}}}iii:-^ �: r.. n+-JJ, li:-:l.i:.i:.:l.;:.;:.: ,ft- " ::.i:.i:.iii:.i:.i; 3 ..: 20 1 19 20 1 20 ,,_..i:-:::.:::::::::::. ,,.,.....,r 3.5 :::: - :::::: :: :;:_ :::>::.. Fr R_�EPTS. RECEPTS. r :..::::::::::::::::." 3.J :,- 61 6_ 2 a 3 ,,.?.l' ...... ;:rf. r...f F F S. R_C_PT LIGHTS :........:::::::: : F fr' _ T LIGH S <:>:::::::: 3.5 20 1 21 22 1 20 ::>F => 3 ='<€F RECEPTS. RECEPTS. CT SCAN :.:::::: 2 2 :< _0 ram, :«�Ff. 1 63 64 1 20 _::> . .. :. ... .,,,!:!!.:.- r!3:3:!. is 3. 5` <'=`=< -: - -- -->:- RECEP T 5 :.:::::::,. ::::::::, '<'>'r :.i:.i:-;:.i:.i:.: ::.: r.i:.i:.: ::::::::::. ff...- -- . I. ......:.....:::: :.:.: .:: .. ...:.:::::: :...:. ;-ii::i:.:.>:.::-i:i-;:;- - -::;::-i-:.::i: - REFRIDGE LIGHTS :.i::.;ii-"-" :.; ...: -' -! .,..:, 1.5 20 1 :<.' 23 24 1 2D .::::::.; ... :::;: 1. 5 R ECEP TS. RECEPTS. . f l 3.5 65 6 6 <= 3.5 :,.,;.: L IGHTS i;:-:' r. :: ;::,..: :::: :{.. ... ::r! . , rr:!!.; .-.r..: ,fJJ J..:: 3 :-ter. r..:.. 20 1 25 2 6 1 20 1.5 =ii-i:!FF::.:•,.:::::::. RECEPTS. SPARE -- =::>:. 2 67 68 1 20 3.5 <>= - --- -:-" MICROWAVE '= >>:«< 3 :r.:. J lL: :ter:.. :f�... ... r .. 2 0 1 7 -- > - :f::>::»::> -- <r<> F SP AR_ i.,y;++.;;: ::mow?:: :" . Y -;. ;4rr. r. .. 4r.. :.i:4ii::: L IGHTS 4 r:>:;: :;::; ECEPTS. ::;:: ';1:>:......:::>::>::::> <:< ::,;!4:.i;.i:.i:.;:.i:.i<:;f:><::::i::::i::i::ii f-,,,,;; 29 30 1 20 :.nrl. :.:....; :r: 7 .. :li}irr'!r :>::::>::::i: 3 RECEPTS +ll ':! .�%nS::: :,..ii:: } :n:-i:.:4ii:. :.>::::ii::::i:: 1 EN & 1 LN 4.5 20 1 7 1 72 1 20 ::>:<::: r = :.... ....,, : :: :<= 7 r C N LIGHTS CT A 1 LIGHTS ;.; ........... ;.:. 3.4 20 1 `.-,!-: i -i •iiiiiii:•i:! :....::<!>;;::;;:>:i;i:.;:. 4f i,:yh}:!-,! ! - LIGHTS 3 5 :.i:-i:.i:.i :.:.ii:::: :::::=::::::::ri::::... ;` it ...: l�rr 2U 1 31 32 1 20 3 r< » :. ;<. .= F _P RE C TS. IDF 3 ::. :;;; 20 1 73 7 4 1 2 0 >_= SPARE LIG 5 :<:ifi' ::., 2D 1 33 3 4 1 2U >:= :.irfrf . -:: 3 >;f<€= ,.:. RE CEPTS. RE CEPTS. :.,: _.: 1.5 << s>> »rF rr . .,.r, 7 _0 1 - 1 2 0 4.5 - -1 FCU 99 LIGHTS :'.. - ...rr, ::.. ....... „ +::...-, ........ :f "....,. ::::::: _ 1.5 20 1 35 36 1 20 i......1- :`::> zzr::>>:>::>:::>: .........: . - '::iiiii iiii :. 4.5 RECEPTS. RECEPTS. 1{:.'/.'J.L}:: ....: f �f............. ::f,.:. it:iiiii;:ii: .:,r_-.%,:. -::: :�rii".... 1.5 20 1 77 78 1 15 - <: x>f«> J >>=>>=<= SPARE iii:l•iiiii:. r ;:; _1:,r ••• . +Y :{.J yii'{!iii v'f ll l!i. l+"lllJ. ; i rr: n :'N.:ii}f::i-:{:: <:<: r'%%fYftiiI''li 3 , 20 1 37 38 1 20 -- ::ri /•�.. .:,i:ii;:;i:;:: :::iii!if<"' <»»iii::: SPARE RECEPTS : ;::%:i:r;"f-r. .. Jli`: .':; 1.5 :<.;....>- .,�,!r,!.; ,? „ 20 1 79 80 3 100 36 :! 'F.A9lf.'h: JJ.^Li:<:i :,> r,, r r.Xr, ,. i:. PANEL NNL3A LIGHTS RECEPTS. ........... .,.. . rr; ... 3 ;:<. :.i:.; 20 1 :<»> €`;i ::.i;.;:. 39 40 1 2a i... ....;;,;: ::;:yr::. ..%1: >a; :; ;. r .i:!.i:.;:. is r fii:!.i: - :-iii: ,i-. ::<Y. i SPARE LASF_R IMAGER :.. i� rrr n ....r. :::;(J, r.. 81 82 `''rlrlr :><Nr - SHUNT TRIP 'i-iiiii}y:' l::fii'r ii}i: :: r «::::::::>::::>::::>:::: -- frri;. 20 1 41 42 1 20 ::: 4f-.- :.... rr.. -iii :« i:: ;n'1.4. ............ ::::::;::::. SPARE .:: F fr: .. ... .. .... - ......:.... >::::::::::::: 83 84 5 - ,... <2....<.:::i.....:i::i::i::i :....::<:>i::iii..... :::••:••rl.>i:'+.::;:i::i::i::iiii.:i::r ii +ii! .%it'r:::.:::::::::::rr:.cr.i r++..,: 20 18 19.5 _ I SUB fOTA_ AMPS SUBTOTAL AMPS 1_.5 16.5 20 ::. ;>:-;:-i:.:....,............ :::., :.: r..f.;::.:.::.:::::.::. :::::::,.::;::::::::;,:_::::.:::::::::-»:-:;:-;:-:;.::-;iiiiii:.i%-:- •:. •�.. :.::::,::: ---_:._::..C•::::: :. 4---::::::::::_._:.:.:r:..., 5 48.5 50 SUBTOTAL AMPS SUBTOTAL AMPS 22.1 20 15.4:;:i::i:....:::;::::::::::::::::::::::::::?::: :., r: r: r:.......... : ...............?..:... :,.:<:-.::i::::i::::i:<;<<;fi:<<i <r: :.....................:. . ..............,.... "A" , .................... 42.1 AMPS "A" PHASE: 64.5 TOTAL AMPS "A" PHASE: 106.6 MAXIMUM CONNECTION PHASE AMPS: 106.6 AMPS "B" PHASE: PHASE: 38 AMPS "B" PHASE: 65 TOTAL AMPS "B" PHASE: 101.5 TOTAL CONNECTED kVA: 40 AMPS "C" AMPS "C" PHASE: 70 TOTAL AMPS "C" PHASE: 104.9 TOTAL DEMAND kVA/AMPS: 37.9 105.1 AMPS PHASE: 34.9 NOTES: CIRCUITS FOR CT SCAN SHALL BE RE -USED AS NOTED ON RENOVATION PLAN. 1. CONNECT TO EXISTING 20/1 SPARE BREAKER. LOAD ADDED IN THIS PROJECT. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. PANELBOARD SCHEDULE NEQH3 BOLT -ON ■ PIEW ❑ SINGI E PANEL ® NURMAI_ ❑ - PLUG IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:277 48D 3 0 4 WIRE PANEL RATED 0 250 AMPS: M.C.B: ❑ INDOOR I■N SURFACE ® LIFE SAFETY ❑ TYPE: SQ D NF NEMA 1 kAIC - 18 PANEL OVERLOAD PROTECTION 150 AMPS: M.L.Cr ■ OUTDUOR ❑ RECESSED ❑ EQUIPMENT ■ FED FROM: NEQH LOCATION: ELEC. RM. 'A' N D LOAD (AMPS) C.B. w � CKT. CKT. w � C.B. AMPS LOAD ( ) IDENTIFICATION N 0 T IDENTIFICATION AO B� C� AMP w N0. N0. o w AMP AO B0 C� r - _ CRAC 9 91 ::% __ ....,....... :yr ;. ��..::.,. 20 1 1 2 1 2 a -- ............. .. - :�:€: r F SPA.,_ : - R MRI EQUIP. M. -- 30 2 3 4 1 20 r€='' -- -- F SPAC_ - :.r. iii%- :. f iii, 5 6 1 2� :>r :{rzv:>:::>: :• '?{:fl.- 'r:r:.. ,!.. -_ SPACE . l::Y{:iiiiviiiiiiii RTAC 1 CATH LAB AC 14 F:r.,•,,.,A.:::.:::::. 30 3 7 $ ;.iii:::. ! i:.i:-i::: :.::............... P 5 ACE ::rrr..::.; , .,.......... - ::J 14 i. NrLf is r.' - - 9 1 0 ,:: ter: -- ::. `>.z . .:1: P S ACE :l�:i ll :!:inn f . u x^J.•v.•• <::r4:•.•,;.xi 14 - - 11 12 1 20 iiF--.! fa>' = - - - __ SPACE i:�.. JA .......... ...: ,{ 1 RTAC _ 3 4. 8 :i :Y f! :iiiiiixf. f. ::'4:ii:;i:ii: .. . n3N«!.i:. 15 3 13 14 1 20 -- .v,:Jiiiiiiiiiiii iiii:....' > > F SPAC_ - n.r..f.. ,.r. 4.8 :;,.»i: :>�:... . 15 16 1 20 SPA _ C of:r %.. x:r. ii::ii-:i:i:::ii.`,iii::.`i r{ . ...:..:.......... r -:'i:iisi>:<:iiii:<:i;:i; J+:!.i:.;:.:li:.i:.i:.i:.;:.i: - - 17 18 1 20 irrrf': ;:;:......i .. ::: ..ru. :. .'.-i:-is-i:-i :i hflhi.. ''ii` !:iiiii -- SPACE _ f :: ;:.,..:.::::::::::::::. :.;,,.%;i:;:F; ::.:++ SPACE ur. .. :.,,...:..::::::::::: :::.. !.:...:.:.::. vf. fy..J4Yn; rfr'f.{ 20 1 19 20 1 20 -- ::.;:.;::.;:: ;;-i..: :.:-.I,- ,::::..:.......... _> -, --- - _ _ . SPACE SPACE i:rri:.i:.i:.::.: -- 1+:::::::::. 20 1 2 1 22 1 20 ;;�:4:Y :::;::: .......... -- .:. ,......... P S ACE SPACE ?l.:.l.;r:,i:-i:-i:a:-is-i:. ...., +h:-x-::::::::::: ::.;:!.; :....friv.i:.i:-i:-: _ _ 20 1 23 24 1 20 f % ii: Er;. r. :::::::S:=.ire.. '>' ;:.i:.ii;if'r SPACE ::.fry,. , SPACE :...i:.xrfr....:::: lh::..... 20 1 25 26 1 20 Frr. -, irr:E.:. ::::::::,:i-:< SP - ✓h:fr...... SPACE _ :. fr......... _ :>;:;'1: :...r.. r. . %':rfi 20 1 27 Q 28 1 2a :iir-.;i '_.F_'_' - =>> \F SPAL_ :r^'r-r-i:-i , ,:.::: 5PACE ::r>s J :f A r:- ,:: l:iFir:-, ,.. -- 20 1 29 30 1 20 >•r*.,_-- ;<::::<:::::>:::<:::> .:;irr;i:.;:�:!.ii:.i:.i:.i>:: -- SPACE SPACE ............ -- {-1 1. %! :.:i.;y:=.»» 20 1 3 1 32 1 20 -- • •UJ i:l:iii}}i:-}iiiii}ii: ':f f;:'<>>' SPACE .....,..,... r.rf. :.tom _ ,r�,�.�, . ;,;.k::' - SPACE i---- ' iii'f.-.: ii:'f--..lJ 20 1 33 34 1 2D i$iiii v':'•,':•it :4i,...f. r'i'r.'!J "'~'.� < S ACE SPACE ............. :4f fl--. f: 'r:'f•''v::i::i::i::i3 i::i?:'i :,ir..,-,:+::+::+::,' _".,..... -- 20 1 35 36 1 2D iii{i$"'.l is J f ;»r'r.lr. •`: ':.2';-,a :<.i f:f:.,;.ii -- SPACE m; + ^iii:. f.> SPACE :.:.:::: __ iii:>:i::::i::: r 0 1 37 38 3 5 0 ::: r:ii%i.:iiii. -- < F I ER 30KVA N_ _3 VIA XFORM PANEL Q ( ) r, SPACE pl .. N %v. ; ..'4 ? r.. r rf %-irlr: i:ilf 20 1 39 40 J.J.. ?f. f. SPACE i:3ii ::. -- 20 1 4 1 4 2 - - - - ::iF;r's'i - SUBTOTAL AMPS -- -- -- -:'lJh}ri:!4:!!.;:.i:.i:.i:.:;.;:.:..;i:.....iii:::as:::::::::::::::::::::...... <kJi -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: -- TOTAL AMPS "B" PHASE: - TOTAL AMPS "C" PHASE: - r::: MAXIMUM CONNECTION PHASE AMPS: NOTE 2 TOTAL CONNECTED kVA: -- TOTAL DEMAND kVA/AMPS: __/__ - NOTES: 1. PROVIDE A NEW SQ D 15/3 BREAKER TYPE ED. LOAD ADDED IN THIS PROJECT. 2. 30 DAY RECORDED LOAD 14.8KVA X 1.25 = 18.5KVA + 11.6KVA (14A - CATH LAB #1) + 4KVA (4.8A - CT SCAN) TOTAL NEW LOAD ON PANEL NEQH3 = 34.1KVA OR CA PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. PANELB�ARD S�EDULE NE CL4 BOLT -ON ■ NEW ■ SINGLE PANEL ■ PLUG-IN ❑ EXISTING ❑ DOUBLE PANEL ❑ VOLTS:120/208 3 N 4 WIRE PANEL RATED 0 200 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 200 AMPS: PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED ❑ FED FROM: NECH VIA 75KVA LOCATION:AS SHOWN N LOAD (AMPS) w w LOAD (AMPS) NORMAL ❑ I CRITICA_ ■ LIFE SAFETY ❑ EQUIPMENT ❑ 0 IDENTIFICATION C.B. _j o CKT. CKT. _j o C.B. IDENTIFICATION T Afd B� C� T A� B¢1 C� AMP � NO. NO. w AMP F F T SCAN R_C _PT. C � :;::;-i:.i;:.: === : >:1:1 .......... - - 1.5 -- - - ::>::i:n�_ ::.:.......... :- 20 1 2 1 20 7 !!.i:. ::::>:: => _:::_:::_::. 5.2 Si�.CF`fi ........... ........... !;:ii:: >= ihi'iF...... .......... LIG HT5 CT SCAN F REC _PT. CT SCAN 1 3 4 2D _IGHT5 C T SCAN REC EPT. CT SCAN ii:.i:-is-i:-i: r'sz:,i:: k... I .... . .::::::::::... -:::.::,:.......... - >, ............. �:. :-i:. iirYrr! r::.rr . !. :'F. 1 5 , r: s;i 20 1 5 6 1 20 -- SPACE f Jr. 3ii::l�.G RC -2 8 lffrJ;:i': ii:'f-rr-.lf-r,¢ :::i:.;:.i:.i:...... _...:Yr.�;"iiii :.: ... .......,...iiii: ..ir::: -rri !...:: irfrrr.. . :; :¢r ii:'ff ....:....r.. 2a 1 7 8 1 20 .v ,;,4,:,�!!.; ..; -'311-iiii riv; SPA CE S PA RE 1O 1 20 - _' ........... ........... SPACE F 5 PAR_ j:+::_::=.. <--_%!-: =- : !:.... - :.. -- 20 1 1 1 12 1 20 - :ii:!.:!f lnr.-r=-r. :::.:::.;;: _...- r :. r:: - <::< SPACE F S _ PAR ......... -- -- if-ii ' ::::�=: ......:. . 2 0 1 13 14 1 _0 -- = - F SPAC_ SPAR E .._.. _..-..:. - ::i :-._: is -_ - >.F'<::;>:::: -- 7 _a 1 15 1 6 1 20 4l ::il::: irr;%:ii:!- _-:.iif:;:.i:;i!": -- - SPACE SPACE ril ii:: %:fr:^iii::: is i'f..:3:. ...i: ':.':::._::::._: _.... 20 1 17 18 1 20 :: i "=>> r.'. ". i...riff :-: __ m - .. SPACE SPAC E ____-__ :::.::.: .:.::::: 2a 1 19 20 1 20 i<'•rF.. . :_i.: _ ` SPACE 5PACE »::> :: = ; ....::. !:.. ,r .::; '.. 20 1 21 22 1 20 _,: ,ll.G f.. rr<x =<= SPACE r `» ice. -- 2a 1 23 2 4 1 20 i:; -- _ SPA C E 5PA CE SPA CE . 20 1 25 2 6 1 20 .. => A CE - - - _- 2a 1 27 28 1 20 -- :r;}:;f :::;: ;:> ::>: F 5 PA C_ SPACE 20 1 29 30 1 20 -.;.,.....:!! r :4'FrirFn': SPACE SPACE :.i �i.f,: ,. 2D 1 20 :fry ;: 5PACE -F'J.r�liI :. iii:rx�- SPACE r -- ::.nv:.v:.: '•::!:!.::: r.. 20 1 33 34 1 20 '.fJ fri :X'E..Mr <€ SPACE x ..r : Xr": SPAC E ll l.L:i ? J.-:-0:!!!! r ..,:.:+:.,:.+:::. ??fI.'::fy f: :iiiiiiii::::i iiiiiii%iii; ^- 2a 1 35 3fi 1 20 i::ii: v iii ;rr::?; :lFfl.:'�r.:' iii%:ii'F.:{• _ _ SPACE SPACE -- :.i:-::.i:::: :fflii: :.: <::f:i'>',,:.:;::>::i:-i::i :::o".W. :.-.:.::::rr.: Fiiii:.i . :ii: <: :.ii:.i:.;:.i»;. 2 -0 1 37 38 1 20 __ f r:.... } S:irl:iYC:: 4::i:. SPACE :::,:;:: :.i:.:::::::.. E SPAC............ 2a 1 39 _o CE - ::.Jr,::::. 5PA - :::.::::..;.i:.::.ifr>: iiiii: ...MSS% :;:.: -- .: fri SPACE 20 1 41 42 1 20 SPA ::::::;:::: CE ;_i _ %•ii z:i:!:>i; .i>:.;:-i -it:=>3>:>:>::>`:>» »>%vs::<-: S __.___ __: _-:n... !, 7 5.2 SUBTO TAL AMPS UBT TAL A P5 5 1.5 1.5 ;::;n;: :: TOTAL AMPS "A" PHASE: 12.8 MAXIMUM CONNECTION PHASE AMPS: 12.8 TOTAL AMPS "B" PHASE: 6.7 TOTAL CONNECTED kVA: 4.4 TOTAL AMPS "C" PHASE: 1.5 TOTAL DEMAND kVA/AMPS: 4.4 13 _i NOTES: 1. PROVIDE WITH FEED THRU LUGS FOR FUTURE PANEL NECL4A. PROVIDE A NE_W UPDATED TYPED PANEL SCHEDIUL E, fr'{ 0 Z C] 0 T I - L�mn YJ a I DaviC�son ((1� 1 J nc. D00 0 V9 J U.i cG l Y David A. Burger, PE, FL Reg. No. 47146 Central Florida inl Re iD a It l Hos a 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 PANEL SCHEDULES C\1 .� 103639-00 i 3s � IEA w w 1 /01 /04 11. ARCHITECTURE PLANNING INTERIOR DESIGN M 1500KVA EXISTING FPL i XFORMER FIRST FLOOR N s PLANT I EMERGENCY ELECTRICAL RM. 12 ROOF LOAD CALCULATIONS FOR 70OKW GENERATOR EXISTING GENERATOR - 700KW/875KVAG480/277V 0 .8pf LIFE SAFETY BRANCH (ATS-EA2, 70A): 30 DAY RECORDED LOAD 10.4KVA X 1.25 = 13KVA CRITICAL BRANCH ATS-CL, 800A): 30 DAY RECORDED LOAD 8.OKVA X 1.25 = 10KVA NEW LOAD ON ATS-CL IN THIS PROJECT & CATH LAB #1 = 39.8KVA CRITICAL BRANCH (ATS-EC2, 250A): 30 DAY RECORDED LOAD 58.6KVA X 1.25 = 73.25KVA NEW LOAD ON ATS-EC2 IN THIS PROJECT = 4.4KVA EQUIPMENT BRANCH (ATS-EQ2, 800A): 30 DAY RECORDED LOAD 81,1KVA X 1.25 = 101.4KVA NEW LOAD ON ATS-EQ2 IN THIS PROJECT AND CATH LAB #1 = 15.6KVA TOTAL NEW EMERGENCY LOAD = 257.45KVA OR 310A ROOM #2 GENERATOR I CLOSET I UPS ROOM I CLOSET EL FC. CLOSET 3-2/0 1-14GND 2"C. O NODE C) FAULT CURRENT SCHEDULE SERVICE #2 15 32552 A AVAILADLE (NORMAL) UTILITY TRANSFORMER 25 30538 A AVAILABLE(NORMAL) 35 29014 A AVAILABLE(NORMAL) 45 13773 A AVAILABLE(NORMAL) 55 13128 A AVAILABLE(NORMAL) 65 28016 A AVAILABLE 75 26565 A AVAILABLE(NORMAL) 85 4931 A AVAILABLE(NORMAL) 95 3150 A AVAILABLE(NORMAL) 105 1074 A AVAILABLE(NORMAL) 115 1041 A AVAILABLE(NORMAL) 125 15912 A AVAILABLE(NORMAL) 35 11691 A AVAILABLE(NORMAL) 45 1872 A AVAILABLE(NORMAL) 55 1030 A AVAILABLE(NORMAL) 65 995 A AVAILABLE(NORMAL) 75 22589 A AVAILABLE(NORMAL) 85 19374 A AVAILABLE(NORMAL) 195 8118 A AVAILABLE(NORMAL) 05 7002 A AVAILABLE(NORMAL) Co 2941 A AVAILABLE (NORMAL) 25 2805 A AVAILABLE(NORMAL) 35 4850 A AVAILABLE(NORMAL) 45 2819 A AVAILABLE(NORMAL) 55 2654 A AVAILABLE(NORMAL) EXISTING ELECTRICAL RM. 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THE EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH CIRCUIT PANELBOARDS SERVING PATIENT ROOMS SHALL BE BONDED TOGETHER WiTH AN INSULATED CONTINUOUS COPPER CONDUCTOR NOT SMALLER THAN #10. (PANEL CATH LAB, PANEL NECL4, PANEL NNL3) L-I I I � ----1------------J —_ I L- - - - - - - - - - - - - - - - - - - - - I ----------------� 2sets 4-600 1-600GND SERVICE #2 1. DASHED LINES REPRESENT EXISTING TO REMAIN. 2. SOLID LINES REPRESENT NEW WORK IN THIS PROJECT. 3. RISER IS SHOWN FOR REFERENCE ONLY. PARTIAL RISEf2 DIAGRAM 20OA/3P KEYED NOTES: �1 CONNECT TO EQUIPMENT DISCONNECT IN NEW CT SCAN. REFER TO PANEL SCHEDULES AND GEMS DRAWINGS FOR MORE INFORMATION. 02 PROVIDE A NEW J-BOX (SIZE PER NEC FOR 4-#4/0, 1-#4GND IN 2 1/2" CONDUIT FOR FUTURE EXPANSION). O ROUTE NEW CONDUIT ON ROOF, MOUNT TO EXISTING ROOF SUPPORT RACK AS REQUIRED, CONDUIT SHALL BE RIGID. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED. ALL ROOF PENETRATIONS SHALL BE THRU A PITCH POCKET. COORDINATE WITH ROOFING CONTRACTOR. ALL NEW ROOF WORK MUST MEET ROOF WARRANTY. COORDINATE WITH HOSPITAL. PROVIDE_ A NEW SQ D 600V 200A N-1 30 FUSED DISCONNECT WITH 125AMP BUSSMAN FRS-R RK5 FUSES, 05 PROVIDE_ A NEW SQ D 250V 200A N-1 30 FUSED DISCONNECT WITH 200 AMP BUSSMAN FRN-R RK5 FUSES. PROVIDE 1-#2 COPPER GND. - 3/4°G. FOR GROUNDING ELECTRODE & TIE TO BUILDING STEEL & COLD WATER. �7 PROVIDE A NEW SQ D 75KVA 480/120-208 30 TRANSFORMER. TRANSFORMER TO BE SUSPENDED FROM CEILING. REFER TO DETAIL E-401 FOR MORE INFORMATION. GENERAL NOTES: 1, COORDINATE ALL SHUTDOWNS & POWER/CIRCUIT TRANSFERS WITH CENTRAL FLORIDA REGIONAL HOSPITAL 72 HOURS PRIOR TO COMMENCING WORK. PENINSULA ENGINEERING INC. CONSULTING EN13INEERS ESTABLISHED IN 1977 2016 ALDEN [GOAD, ORLANDO. FLORIDA, 32803 - 407.2413.1686 - E8 3089 0 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. Nana of the ideas, designs, arrangements, methods or plana shall be used by or disclosed to any person, firm or 03318 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. rn W z ❑ J l- 0 z W J J W Q a Q T Q z iX Ly W fn J 4 T t' I- 0 W 0 n n rn 0 W L- Lyman Davidson Dooley, Inc. AHCA COMMENTS 0 2-10-04 l� David A. Burger, PE, FI Reg. No. 47146 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 .1� 01, in T- I- 1/01 /04 CUSTOMER THESE DRAWING ARE PROVIDED TO ASSIST YOU IN PREPARING THE ROOM FOR INSTALLATION OF EQUIPMENT ACQUIRED FROM GE MEDICAL SYSTEMS, AND ARE NOT TO BE USED AS CONSTRUCTION DOCUMENTS. GE MEDICAL SYSTEMS RESERVES THE RIGHT TO MAKE CHANGES IN THE DRAWINGS OR SPECIFICATIONS SHOWN AT ANYTIME WITHOUT NOTICE OR OBLIGATION, AND HEREBY DISCLAIMS RESPONSIBILITY FOR ANY DAMAGES RESULTING THEREFROM, ALL REQUIREMENTS FOR THIS EQUIPMENT ARE NOT NOTED ON THIS SHEET. IT IS SUGGESTED THAT THESE DRAWINGS BE REVIEWED BY QUALIFIED PROFESSIONALS WHO CAN ASSIST WITH MAKING DECISIONS REGARDING RADIATION CONTAINMENT, MAGNETIC FIELD CONTAINMENT, ELECTRICAL, STRUCTURAL AND MECHANICAL_ REQUIREMENTS. ALTHOUGH THE EQUIPMENT MAY BE INSTALLED IN AN EXISTING ROOM OF SIMILAR FUNCTION, REQUIREMENTS STILL_ NEED TO BE CHECKED. SITE PROGRESS CHECKLIST ❑ REVIEW EQUIPMENT ORDER FOR EXACT ITEMS PURCHASED. OPTIONAL/ - FUTURE ITEMS NOT ON ORDER MAY BE INDICATED ON THESE PLANS. ❑ ALL ROOM DIMENSIONS ARE CRITICAL! IMMEDIATELY CONTACT GE MEDICAL SYSTEMS IF CHANGES OCCUR OR DIMENSIONS ARE NOT CORRECT. ❑ CONTACT A RADIATION PHYSICIST OR CONSULTANT TO SPECIFY REQUIREMENTS FOR RADIATION CONTAINMENT. PROVIDE A LOCKABLE EQUIPMENT HOLDING AREA CLOSE TO THE INSTALLATION FOR STORING TOOLS AND TEST EQUIPMENT. ❑ MAKE SURE A DUST FREE, TEMPERATURE AND HUMIDITY CONTROLLED ENVIRONMENT IS AVAILABLE FOR STORING THE EQUIPMENT IF YOUR SITE IS NOT READY FOR INSTALLATION AT THE TIME OF DELIVERY. ONCE THE SITE IS PREPARED, YOU ARE THEN RESPONSIBLE FOR DELIVERING THE EQUIPMENT TO THE SITE. ❑ MAKE ARRANGEMENTS FOR ANY RIGGING, SPECIAL HANDLING, OR FACILITY MODIFICATIONS THAT MUST BE MADE IN ORDER FOR THE EQUIPMENT TO BE DELIVERED TO THE INSTALlATION SITE. IF DESIRED, YOUR LOCAL GE TEAM REPRESENTATIVE CAN SUPPLY A REFERENCE LIST OF RIGGERS. F-OR ADDITIONAL INFORMATION SEE DIRECTION 22964JO PREINS TA L LA TION CHECKLIST EaurPMENr La KO U T STRUCTURAL LAYOUT STRUCTURAL DETAILS ELECTRICAL LA KO U r ELECTRICAL SPECIFICATIONS ELECTRICAL DETAILS EQUIPMENT DETAILS c I sl S2 E7 E2 Ei D 1 THFU D2 THESE SHEETS AREA DOCUMENT SET AND SHOULD NOT BE SEPARATED FACILITIES COORDINATOR CONSTRUCTION COORDINATOR FACILITY PLANNING IS TO BE COMPLETED WELL IN ADVANCE OF EQUIPMENT DELIVERY. THESE DRAWINGS NEED TO BE REVIEWED FOR ELECTRICAL, STRUCTURAL AND MECHANICAL REQUIREMENTS AS WELL AS CONTAINMENT NEEDS (E.G. RADIATION, MAGNETIC FIELDS, RADIO FREQUENCY) TO DETERMINE ANY ADDITIONAL CONSTRUCTION REQUIREMENTS OR MODIFICATION TO THE FACILITY. - SITE PROGRESS CHECKLIST ❑ MAKE SURE THE ROOM MEETS POWER AND GROUNDING REQUIREMENTS INDICATED IN THE EQUIPMENT SPECIFICATIONS AND SUGGESTED LAYOUT. ❑ THE FOLLOWING MUST BE INSTALLED PRIOR TO EQUIPMENT INSTALLATION AS DEPICTED ON THE ELECTRICAL PLAN (SHEET 11). ❑ A DEDICATED DIRECT -DISTANCE -DIALING, VOICE GRADE TELEPHONE LINE_. ❑ EITHER A SEPARATE TELEPHONE DATA LINE OR NETWORK CONNECTION AS SHOWN ON SHEET E1. ❑ MAKE SURE ALL CONSTRUCTION WORK HAS BEEN COMPLETED BEFORE THE EQUIPMENT DELIVERY AND INSTALLATION BEGINS. ❑ MAKE SURE THE ROOM'S ENVIRONMENT IS CLEAN AND FREE OF DUST. ❑ IF REQUIRED, HAVE STAMPED ARCHITECTURAL PLANS ON SITE, ❑ PROVIDE AN ACCEPTABLE UNLOADING AREA WITH CLEAR ACCESS TO THE EQUIPMENT HOLDING AREA. COORDINATE DELIVERY ROUTE WITH YOUR LOCAL GE REPRESENTATIVE. ❑ ON NEW CONSTRUCTION, MAKE SURE THERE ARE CLEAN REST ROOMS, POWER FOR DRILLS AND OTHER TEST EQUIPMENT, AND THE CAPABILITY FOR FILM DEVELOPMENT. El PROVIDE FOR REFUSE REMOVAL AND DISPOSAL. (E.G. CRATES, CARTONS, PACKING) ❑ PROVIDE INSTALLER WITH PARKING CLOSE TO THE INSTALLATION SITE. ❑ MAKE SURE ALL NATIONAL, STATE AND LOCAL CODES ARE MET. ❑ ALL REQUIRED PERMITS ARE OBTAINED. c n D 0 4-j a � POWER IS CRITICAL FOR EQUIPMENT OPERATION. IF POWER SPECIFICATIONS ARE NOT UPHELD, THE UNIT MAY NOT MEET MANUFACTURER'S SPECIFICATIONS. MEETING CRITICAL POWER REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER/CUSTOMER AND THEIR ELECTRICIAN. ANY DEVIATION FROM THESE DRAWINGS MUST BE COMMUNICATED IN WRITING TO, AND REVIEWED BY YOUR LOCAL GE_ MEDICAL SYSTEMS SERVICE REPRESENTATIVE Lo PRIOR TO MAKING CHANGES. - SITE PROGRESS CHECKLIST - ❑ MAKE SURE THE SUPPORT STRUCTURES FOR WALL, CEILING, AND FLOOR 4a MOUNTED EQUIPMENT HAVE BEEN INSTALLED ACCORDING TO THE LAYOUT. cn REQUIRED NUTS, BOLTS, ANCHORS, AND OTHER HARDWARE SHOULD BE AVAILABLE ON SITE. o ❑ HAVE CEILINGS, WALLS AND FLOORS FINISHED AND PAINTED, EXCEPT AS REQUIRED BY THE LOCAL INSTALLATION TEAM. (YOUR LOCAL GE TEAM WILL PROVIDE YOU WITH THIS INFORMATION.) ❑ MAKE SURE HEATING, VENTILATION, AIR CONDITIONING, PLUMBING AND LIGHTING ARE INSTALLED AND WORKING PROPERLY. ❑ HAVE BASEPLATES INSTALLED ACCORDING TO THE SUGGESTED LAYOUT. (GE WILL ASSIST YOU WITH THIS.) ❑ MAKE SURE THAT ALL WIRES, JUNCTION BOXES, ACCESS FLOORING, RACEWAYS AND CONDUIT HAVE BEEN INSTALLED WITH THE PROPER COVERS, SCREWS AND CHASE NIPPLES ACCORDING TO THE SUGGESTED LAYOUTS. THE FOLLOWING SPECIFICATIONS MUST BE MET: ❑ 10 FOOT PIGTAILS AT ALL JUNCTION POINTS, ❑ NO ALUMINUM OR SOLID WIRES. ❑ ALL WIRING MUST BE THHN OR TFFN STRANDED COPPER THERMOPLASTIC 600 VOLT OR EQUIVALENT, UNLESS OTHERWISE STATED. ❑ GROUNDING IS CRITICAL TO EQUIPMENT FUNCTION AND PATIENT SAFETY. SITE MUST CONFORM TO WIRING SPECIFICATIONS SHOWN ON PLAN. I F W V J CL US n —J =�J!i W W ¢ u �C7 0 u -� G/JQZC CgJC70�Z ¢JVIQ�_ C 00 U. Wig C7¢� J U � W ZC7m-JZ� hil(n rr r � V J f L�J� JQ=IT' n � �a w ���zo� c � T� � O f/] L' W W TU !C7 U) Q CV)W�JZ Q�UsLQ c,an �F--.U) NQ7�Q ld w 0 n C � o Q � � J < o L�LL- C cl) I— Q ICJ U PROJECT I REVISION 033599 L 00 DATE: 12117/O3 DRAWN BY: PMM CHECKED BY: LLM QUOTE NO: KV8Q,13 QT. DATE_: 12/15�03 REVISION HISTORY: ❑ WHERE REQUIRED, SEISMIC DOCUMENTATION MUST BE AVAILABLE TO THE INSTALLERS. cssnloo2 r- GE EQUIPMENT LISTING EQUIPMENT ON ORDER FROM GE MEDICAL SYSTEMS, INSTALLED BY GE MEDICAL EQUIPMENT CROSS rn r� SYSTEMS, PER QUOTE KVBCJ3 DATED 12/15/Q3 REFERENCE CHARTP = PREAPPROVAL NOTE; LOCAL CONDITIONS MAY DICTATE THAT ITEMS IDENTIFIED IN THIS CATEGORY SEISMIC C = CALCULATIONS/ BE INSTALLED BY OTHERS. STATUS PENDING APPROVAL S = SPECIFICATIONS ONLY ITEM QUANTITY ORDERED REFER TO SHEET " D" NO. i ITEM WEIGHT HEAT OUTPUT DO AIL O STRC ELEC PLAN PLAN (* EXISTING/REIINOSTALL) O1 1 INJECTOR ELECTRONICS 13 lbs 320 btu B5029C IE S ,J 1 POWER DISTRIBUTION UNIT E300 lbs 3412 btu B7996L PM G 30 1 UPS CONTROL PANEL UPSC - ® 1 UPS SYSTEM 54B lbs 249E btu B7999P UPS �5 1 OPERATOR'S CONSOLE / COMPUTER 493 lbs 7361 btu B7858A OC S ® 1 ❑PERATOR'S CHAIR - 7O 1 STORAGE CABINET - O 1 CT Ligh tSpsed Ultra 3119 lbs 25005 btu B799GM4 B79 CTT C B7996ME 96M B7996M B7996M B7996M B799GM v 1 PATIENT TABLE WITH EXTENDED TABLE 736 Lb!-- 688 btu B7996M - TOP. 10 1 REMOTE CONTROL FOR INJECT❑R 6 lbs --- IEC S 11 1 INJECTOR HEAD ON OVERHEAD 79 llos B5031 B50 IH S COUNTERPOISED SUSPENSION. 31S 12 1 ADVANTAGE WORKSTATION WITH TWO 61 Lb!-- 1109 b-tu M1013A --- S LCD M❑NITORS THE FOLLOWING ITEMS, WHICH HAVE BEEN ORDERED FROM GE MEDICAL SYSTEMS, ARE TO BE INSTALLED BY THE CUSTOMER OR HIS CONTRACTOR. ANCILLARY ITEMS CUSTOMER/CONTRACTOR SUPPLIED AND INSTALLED ITEMS ITEM NO. ITEM DESCRIPTION (* INDICATES EXISTING) ❑ 60 SHELF - CUSTOMER TO PR❑VIDE ADEQUATE WALL SUPPORT B1 MINIMUM DOOR ❑PENING FOR EQUIPMENT DELIVERY IS 44 I N. W x B3 IN. H C 1 1 1 Bmm x 21 OBmml , CONTINGENT ON A 9E, I N. C 2438mml CORRIDOR WIDTH 62 EXISTING LEAD GLASS VIEWING WIND❑W 63 W❑RKSTATI❑N TABLE THE FOLLOWING ITEMS ARE AVAILABLE FROM THE GE MEDICAL SYSTEMS SERVICE DEPARTMENT. CONTACT YOUR LOCAL GE MEDICAL SYSTEMS SERVICE REPRESENTATIVE FOR PRICING AND AVAILABILITY. 90 MAIN DISC❑NNECT CONTROL GEMS CAT, NO, E4502AV 90 lbs., SEE DETAIL R4502AD. GENERAL SPECIFICATIONS THE REQUIRED CEILING HEIGHT INDICATED ON THESE PLANS IS TO ENSURE EQUIPMENT FUNCTION IS NOT INHIBITED. CONSULT WITH YOUR LOCAL GEMS INSTALLATION SPECIALIST REGARDING ACCEPTABILITY OF OTHER CEILING HEIGHTS. CHECK ALL DOOR OPENINGS AND HALLWAYS FROM DELIVERY LOCATION TO WHERE EQUIPMENT IS TO BE INSTALLED TO ENSURE THE ROUTE PHYSICALLY AND STRUCTURALLY WILL ACCOMODATE THE EQUIPMENT AS SHIPPED. RADIATION PROTECTION REQUIREMENTS ARE NOT INDICATED ON THIS PLAN. WHERE NEEDED PER NATIONAL OR LOCAL CODE THEY SHALL BE SPECIFIED BY A QUALIFIED RADIOLOGICAL PHYSICIST. THE DEVELOPMENT OF THE EQUIPMENT LAYOUT, ROOM DIMENSIONS, MECHANICAL AND ELECTRICAL SUGGESTIONS IS PREDICATED UPON THE BEST INFORMATION OBTAINABLE FROM THE SITE, COUPLED WITH THE CUSTOMER'S KNOWN DESIRES_ ARCHITECTURAL OR ELECTRICAL CHANGES INCLUDING RELOCATION OF EQUIPMENT ILLUSTRATED ON THIS DRAWING IS ALLOWED ONLY WITH NOTIFICATION, IN WRITING, AND REVIEW BY GEMS SERVICE DEPARTMENT. EQUIPMENT OPERATION, SERVICEABILITY, AND RESTRICTING CABLE LENGTHS, ETC., MAKE THIS ESSENTIAL FOR A PROPER INSTALLATION. GEMS RESERVES THE RIGHT TO MAKE ON THE JOB CHANGES BECAUSE_ OF CUSTOMER REQUIREMENTS AND/OR OBSTACLES IN CONSTRUCTION, ETC.. ALL WORK TO BE IN COMPLIANCE WITH NATIONAL AND LOCAL BUILDING SAFETY CODES DIMENSIONS ARE TO FINISHED SURFACES OF ROOM ENVIRONMENT SPECIFICATIONS AMBIENT OPERATING TEMPERATURE: 60' TO 75' F 16' TO 24' C) MAXIMUM ALLOWABLE TEMPERATURE CH GE OF 5' F (3' d) HOUR, MAXIMUM ROOM TEMPERATURE GRADIENT 5'F, �3, C). HUMIDITY: 30 TO 60 PERCENT NON -CONDENSING, MAXIMUM ALLOWABLE CHANGE OF 5 PERCENT HOUR. ALTITUDE: NOT TO EXCEED 10,000 FT. (3050M) ABOVE SEA LEVEL. THE ENVIRONMENT FOR THE ELECTRONICS CABINET MUST BE CONTROLLED SO THE ABOVE RESTRICTIONS ARE NOT EXCEEDED. DO NOT RESTRICT THE AIR INTAKE OR AIR EXHAUST OF THE SYSTEM COMPONENTS. ENVIRONMENTAL CONDITIONS LISTED ABOVE MUST BE MAINTAINED AT ALL TIMES INCLUDING FOR EXAMPLE OVERNIGHT, WEEKENDS, AND HOLIDAYS. MAGNETIC INTERFERENCE SPECIFICATIONS CT GANTRY MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN ONE GAUSS TO GUARANTEE SPECIFIED IMAGING PERFORMANCE. AMBIENT AC MAGNETIC FIELDS MUST BE BELOW 0.01 GAUSS PEAK. CT COMPUTER EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN TEN GAUSS TO GUARANTEE DATA INTEGRITY. MULTIFORMAT CAMERA EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN THREE GAUSS TO OBTAIN SPECIFIED GEOMETRIC LINEARITY. CT CONSOLE EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN TEN GAUSS TO OBTAIN SPECIFIED GEOMETRIC LINEARITY. Lo 0 EL G 0 z V) r_ 9 U cn p n O a---r O +-' .>1 ` w O zF- W F- �Z of F-_ E-Lu�0w OW.Q q Llj!�9Lilu:jl� I_ �Ly Qr Jz ate' E0L CJZ~ 60016Z< � I-- ��QQn- J JJ<�- Q W I U-- J Z � O u. WLLJ c T U o_zmaa� QU)rr� �szw� c� O J ~ W o�W W1-Losot✓ j{ c3 CD U` W pviW vi �WW 0Q W W W pWXW4 z r¢n � Zo < I— (� � n W � rr En u b � Tn 7�)h, U) e rr C3 W }-CD I— zQcr_jom (n �C �W Jz 0 Ca a<oaN �<-�-< a� < 0 LI J o� < ry �Iil III z hi-_1 F- u W D. ca n PROJECT I REVISION 033599 1 00 DATE: 12/17/03 DRAWN BY: PMM CHECKED BY: LLM QUOTE NO: KVBCI QT. DATE: 12/15/03 REVISION HISTORY: STRUCTURAL NOTES o ALL STEEL WORK AND PARTS NECESSARY TO SUPPORT CEILING MOUNTED EQUIPMENT IS TO BE SUPPLIED BY THE CUSTOMER OR HIS CONTRACTORS. o METHODS OF SUPPORT FOR THE STEELWORK THAT WILL PERMIT ATTACHMENT TO STRUCTURAL STEEL OR THROUGH BOLTS IN CONCRETE CONSTRUCTION SHOULD BE FAVORED. DO NOT USE CONCRETE OR MASONRY ANCHORS IN DIRECT TENSION. a ALL UNITS THAT ARE WALL MOUNTED OR WALL SUPPORTED ARE TO BE PROVIDED WITH SUPPORTS WHERE NECESSARY. WALL SUPPORTS ARE TO BE SUPPLIED AND INSTALLED BY THE CUSTOMER OR HIS CONTRACTORS. SEE PLAN AND DETAIL SHEETS FOR SUGGESTED LOCATIONS AND MOUNTING HOLE LOCATIONS. o OR SHALCEILING , NOTO EXTEND IMOREETIIANR 1PTS 'dELOWIN HE RFINISHED TO CEILING. MOUNTED, o FLOOR SLABS ON WHICH EQUIPMENT IS TO BE INSTALLED MUST BE LEVEL TO 1/8" in 10'-0' o DIMENSIONS ARE TO FINISHED SURFACES OF ROOM. (L 0 z 9 u� 9 mJ• C C O V 7� O Q _} U) 4v ®ti eO 0 I `S W� � 6 i 9IF rr (o JI-W f - J0 u LIJ � U jc 0 Lo V u� wZ fV)0Z:OCJ Jrv�t Z Q o Q 0 WJ<F- ry -r- J I f r 0�7wo0 W Z<Dm-?F (D:R, IJ— �ck�Z ZWF-- U JJ�WU� rnn W W Lj N cn Ld L-A 0 0� MO -X 13 Wr? u }- �M� u �¢„ �za a-L fID U)LJ �ry U7Fi C9 of �--. it } � 'W�� W _ I— 0— o za2 �:c � (n < EL JC)JZ O CL-<pn cTo o�13 zF- n-*,� < a C:) rr 0 I L i J I 0 h-1 II l 0-' z V) 1= U U W D Q Ckl Ll PROJECT I REVISION If 033599 1 00 11 DATE: 12/17/0� DRAWN BY: PMM CHECKED BY: LI M QUOTE NO: 08CJ3 QT. DATE_: 12/15 03 RF_VISION HISTORY: SUPPORT DETAIL OVERHEAD COUNTERPOISED SUSPENSION 8'-639 [2591 mm] MINIMUM TO FINISHED FLOOR MOUNTI ASSEME 6" z [152mm] 6" (152mm] 0 \ 0 B50--31 S REV. DAW-* 06/02/® IISTRUT (NOT BY GE) 14"x 14"x .375" im x 356mm x 1Omm] --L PLATE (NOT BY GE_) ' [13mm] BOLTS (NOT BY GE) 0 14"x 14"x .375" [356mm x 356mm x 10mm] STEEL PLATE (NOT BY GE) 0 0 DRAWING NOT TO SCALE CT GANTRY AND TABLE ANCHOR/LEVELING CABLE ACCESS OPENING 35.0" [889mm] x 16.0" [406mm] CENTER OF GRAVITY - FOR GA TRY - 40.0" [102 mm ABOVE FLOOR. 19.62" [498mm] 5.19" j [132mm] LEVELING PADS WITH 1 /2" (13mm) ANCHOR BOLTS. CENTER OF GRAVITY FOR TA LE — 31.55" [801 mm ABOVE FLOOR. LEVELING PADS ONLY FLOOR VIBRATION THE CT EQUIPMENT MAY BE SENSITIVE TO VIBRATION IN THE FREQUENCY RANGE OF 0.5 TO 20 HZ DEPENDING ON THE AMPLITUDE OF THE VIBRATION. IT IS THE CUSTOMERS RESPONSIBLITY TO CONTRACT A VIBRATION CONSULTANT OR QUALIFIED ENGINEER TO IMPLEMENT DESIGN MODIFICATIONS TO MEET THE SPECIFIC LIMITS. HOWEVER, IT IS ULTIMATELY THE CUSTOMER/ARCHITECT/ENGINEER RESPONSIBILITY TO DESIGN THE SITE SOLUTION. S' Y STATE VIBRATION THE MAXIMUM STEADY STATE VIBRATION TRANSMITTED THROUGH THE FLOOR SHOULD NOT EXCEED 10_3 M/S2 RMS MAXIMUM SINGLE FREQUENCY ABOVE AMIENT BASELINE FROM 0.5 TO 80 HZ (MEASURED IN ANY 1 HOUR DURING A NORMAL OPERATING PERIOD). TRANSIENT VIBRATION THE BEHAVIORAL CHARACTERISTICS MUST BE SUCH THAT ANY MEASUREABLE TRANSIENT DISTURBANCE MUST ALSO BE MINIMIZED TO LESS THAN 0.01 M/S2 PEAK —TO —PEAK. EQUIPMENT LOCATION TO MINIMIZE THE INTERFERENCE, THE SYSTEM SHOULD BE PLACED ON A SOLID FLOOR, LOCATED AS FAR AS POSSIBLE FROM THE VIBRATION SOURCES, SUCH AS PARKING LOTS, ROADWAYS, SUBWAYS, TRAINS, HALLWAYS, ELEVATORS, AND HOSPITAL PHYSICAL PLANTS. PLEASE NOTE THAT OTHER ITEMS NOT LISTED COULD ALSO BE POTENTIAL SOURCES OF VIBRATION. . [1873mm] 36.87" [937mm] E 17.12" [435mm] 5.73" [146mn ] I ANCHOR ASSEMBLY 2.5" [63.5mm] DIAMETER LEVELING PAD B79--96M REV. WE' 07101 /0 EDGE OF GANTRY \ BASE FRAME 1 6.70" [170m7] 38.92" / [989mm] 47.35" [1203mm] LEVELING PADS WITH 1 /2" [13mm] ANCHOR BOLTS. 7.28' [185mm] 4.25" [108mm] Lo 0 0- .s 0 z V) c -0 41) va a 91 0 0 v n CT Sqi44 _o tb o 0 0 W � v o P Ej ILW{�lOn lJ ) O L.J rO W?W < n��- w a 'o J O U7 Om z �6 azR 6 I ¢�Qt—z � — — __J Lu aw�-�o� _] JL' a = [IjZ LJ Q�W�'-IOT .. ICI �C7CDJz� Oz QQ V]F— c7 . Lo�r li OTfY W j7j — Lo I a- W —J Ld W�7Wn Z r< za I— CL z o W61ow :� DQ ice va WLAJ r cJ u z L < � < 0 z �n a- O�zQ W® �. — f-- ¢ — l 0 Q � a Q �r o 0 g) < 0 o a M U PROJECT REVISION 033599 00 DATE: 12/17/03 DRAWN BY: PMM CHECKED BY: LLM QUOTE NO. 08CJ3 QT. DATE: REVISION HISTORY: DETAIL NOT TO SCALE SCALE: 1 A = 1 '-O" DUCT MATCHING LEGEND ABOVE CEILING DUCT UNDER FLOOR DUCT TRENCH DUCT (FLUSH FLOOR) SURFACE FLOOR DUCT -- ABOVE CEILING CONDUIT — — — BELOW FLOOR CONDUIT FINISH FINIS FINISHED CEILING FINISHED FINISHED C FINISHED ELECTRICAL OUTLET LEGEND S ff= AID IMAM (fE1111 H Mff AM FLOOR OErM/0 BY LOCAL CODES tKESS OTHSPECIFIED, (( DUPLEX HOSPITAL GRADE, DEDICATED OUTLET 120-V, SINGLE PHASE POWER ® DEDICATED TELEPHONE LINES) (SEE EL EC`TRICAL DETAIL ELEC-1 OR ELEC-67) NETWORK OUTLET ® (SEE ELECTRICAL DETAILS ELEC-83 AND ELEC-84 OR ELEC-87) 10' x 3 1/2 3OVE CEILING 10" x 3 1/2" FLUSH WALL DUCT 10" x 3 1/2" ELECTRICAL PLAN FEEDER TABLE - CT UghtSpeed See o CALCULATIONS BASED UPON NOMINAL VOLTAGE, WIRE SIZE IN AWO. o RECOMMENDED FEEDER SIZES FROM DISTRIBUTION TRANS. TO POWER DISTRIBUTION UNIT. o THE GROUNDING CONDUCTOR ( ) WILL BE A 1/0 MINIMUM OR SAME SIZE AS THE POWER FEEDER WHICH EVER IS LARGER. THIS GROUND WILL RUN FROM THE EQUIPMENT BACK TO THE FACILITY POWER SOURCE/MAIN GROUNDING POINT AND ALWAYS TRAVEL IN THE SAME CONDUIT" WITH THE FEEDERS AND NEUTRAL. o IF THE GENERAL ELECTRIC EQUIPMENT 15 BEING FED BY A DELTA SECONDARY, IT IS RECOMMENDED THAT THE B PHASE ON THE SECONDARY BE CONNECTED TO GROUND TO PREVENT DAMAGE TO THE SYSTEM. o NEUTRAL MUST BE TERMINATED PRIOR TO OR INSIDE THE MAIN DISCONNECT PANEL AND NOT BROUGHT INTO THE POWER DISTRIBUTION UNIT. o FOR A FULL SYSTEM UPS REFER TO ELECTRICAL DETAILS FOR UPS FEEDER WIRES. RUN LENGTH POWER SUPPLY VOLTAGE IN FEET 350-410 368-432 386-454 405-475 423-497 44 JS 380 400 420 440 460 50 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) 3 (1/0) 3 (1/0) 100 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) 3 ('1/0) 3 150 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) 3 (1/0) 3 (1/M 200 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) 3 (1/0) 3 (1/0) 250 1/0 (1/0) 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0)2 (1/0) 300 2/0 (2/0) 1/0 (1/0) 1/0 (1/0) 1 (1/0) 1 (1/0) 2 (1/0) 350 2/0 (2/0) 2/0 (2/0) 1/0 (1/0) 1/0 (1/0) 1 (1/0) 1 (1/0) 400 2/0 (2/0) 2/0 (2/0) 1/0 (1/0) 1/0 (1/0) 1 (1/0) 1 M. DAY-- 06/12✓02 ONE CND. AS REQ'D. 10" x 3 1/2" FLUSH WALL DUCT 2'-0" N i t'7 LO It ONE CND. AS REQ'D. TO DUCT ONE 1/2" CND. 12" x 3" TRENCH DUCT I N PM ---SUPS ONE 1/2" CND. TO DUCT CT EXAM C 8'-7" F10RIDA ELECTRICAL NOTES ALL EQUIPMENT MUST HAVE REDUNDANT GROUNDING PROVIDED BY THE ELECTRICAL CONTRACTOR. ALL NIPPLES REQUIRE GROUND STUDS. ALL DUCT WORK REQUIRES GROUND JUMPERS AT ALL JOINTS. ALL GE CABINETS MUST BE CONNECTED TO THE DUCT OR JUNCTION BOXES WITH DIRECT BONDING OR JUMPER WIRES. OVERHEAD TUBE OR TV MONITORS MUST HAVE A GROUND WIRE FROM THE DUCT OR JUNCTION BOX TO THE TV MONITOR OR X-RAY TUBE UNIT. THE ELECTRICAL CONTRACTOR MUST PROVIDE THE GROUND CONDUCTORS. 3E1'M71t>rls ALL CABLES MUST BE SEPARATED BY VOLTAGE MARKED ON CABLES AND BY CLASS FROM OTHER CABLES. DUCT DIVIDERS AND PROPER CROSS OVER TUNNELS MUST BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL DIGITAL WIRING, POWER, BUSS CABLES AND COAXIAL CABLES MUST BE KEPT IN SEPARATE DUCT COMPARTMENTS FOR THEIR ENTIRE RUN. THE TERMINATION POINTS OF MONITORS, VCR's ETC. REQUIRE SEPARATE JUNCTION BOXES AND COVERPLATES FOR POWER AND VIDEO WITH BUNK COVERPLATES PROVIDED BY THE ELECTRICAL CONTRACTOR. INDIVIDUAL CONDUIT RUNS ARE SUGGESTED WHEN POSSIBLE IN PLACE OF DUCT RUNS. Mq CONVENIENCE OUTLET IN MAGNET ROOM MUST BE FOR SERVICE ONLY PER AHCA REQUIREMENTS. LOCATED AT W-O" A.F.F. AND MARKED "FOR SERVICE ONLY" OR AS DIRECTED BY LATEST AHCA REQUIREMENTS. EXISTING CEILING HEIGHT = 9'-1 JUNCTION POINT NOTES o ALL JUNCTION BOXES, CONDUIT, DUCT, DUCT DIVIDERS, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLIED AND INSTALLED BY CUSTOMERS ELECTRICAL CONTRACTOR. o CONDUIT AND DUCT RUNS SHALL HAVE SWEEP RADIUS BENDS o CONDUITS AND DUCT ABOVE CEILING OR BF -LOW FINISHED FLOOR MUST BE INSTALLED AS NEAR TO CEILING OR FLOOR AS POSSIBLE_ TO REDUCE RUN LENGTH. o ALL DUCTWORK MUST MEET THE FOLLOWING REQUIREMENTS: 1. DUCTWORK SHALL BE METAL WITH DIVIDERS AND HAVE REMOVABLE, ACCESSIBLE COVERS. 2. DUCTWORK SHALL BE CERTIFIED/RATED FOR ELECTRICAL POWER PUNPOSES. 3. DUCTWORK SHALL BE ELECTRICALLY AND MECHANICALLY BONDED TOGETHER IN AN APPROVED MANNER. 4. PVC AS A SUBSTITUTE MUST BE USED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES. o MR MAGNET ROOMS REQUIRE THAT ALL DUCTWORK, DIVIDERS, ACCESS FLOORING BE NON-FERROUS METAL TYPE. 10" x 3 1/2" FLUSH WALL DUCT 10" x 3 1/2" DUCT ABOVE CEILING CTT WL IE X IEC OC ONE 1 1/2" CND. TO DUCT rSE ONE 1/2" CND. a TO 120-V, SINGLE 0 POWER. CONDUIT AS REQUIRED LOA DRAWN BY: Paul Merchen OCTEL NO: 204579 INSTALLATION SPEC: DAN PRUENT TELEPHONE NO: (352) 242-056-1 JUNCTION POINT DESCRIPTIONS THE FOLLOWING MATERIALS ARE TO BE SUPPLIED AND THE 0 POINT BY THE CUSTOMER'S ELECTRICAL CONTRACTOR Fr- DESCRIPTION QTY. HARDWARE DETAIL NO., SHT. E3 Al MAIN DISCONNECT 1 90 AMP FUSED DISCONNECT AND ELEC-35 rc AVAILABLE FROM MAGNETIC EXINTACT❑R GEMS, CALL, 800-558-5102 GEMS CAT, NE, E4502ATT) EXTENSION 2 OR ' SEE' PUSHI3UTT❑N AND LOCAL INSTALLATION COVER INCLUDED SPECIALIST CTT CT SCANNER 3 3 1/2 IN. DIA. CHASE NIPPLES ELEC-25 I INJECTOR ELECTREINICS 1 12 IN. ❑F GREJMMET MATERIAL FOR A ELEC-5 3 X 3 IN. ❑PENING IN DUCT COVER ELEC-6 IEC INJECTrJ"R C❑NTROL_ 1 CONNECT EXTERNALLY TH INJECTOR HEAD 1 C❑VERPLATE ELEC-B - 1 2 1/2 T N. D I A. CHASE NIPPLE 1 6 X 6 X 4 IN. BUX ❑C OPERATORS CONSOLE 1 12 IN. ❑F GROMMET MATERIAL FOR A ELEC-5 3 X 3 IN. OPEN ING IN DUCT COVER ELEC-6 PM POWER DISTRIBUTION 1 12 IN. ❑F GROMMET MATERIAL FOR A ELEC-30 UNIT 3 X 3 IN. OPEN ING IN DUCT COVER ELEC-6 2 2 IN, 90 DEGREE CONNECTOR 1 6 FT. LENGTH OF 2 IN. FLEXIBLE METAL CONDUIT 2 SUITABLE CONNECTORS 1 6 FT, LENGTH OF 1/2 I N. FLEXIBLE METAL CONDUIT SE❑ EMERGENCY OFF 1 SINGLE GANG 2 1/6 IN. DEEP FLUSH ELEC-16 MOUNTED JUNCTION BOX. UPS UPS CABINET 1 COVERPLATE ELEC-6 1 4 X 4 X 4 I N, BOX 1 1 IN. DIA. CHASE NIPPLE UPSC UPS CONTROL PANEL 1 3/4 IN, CHASE NIPPLE WL WARNING LIGHT 1 COVERPLATE ELEC-72 1 SINGLE GANG BOX -E4500AM AVAILABLE 1 X-RAY ❑N' INCANDESCENT LIGHT FROM GEMSG, CALL, FIXTURE - DO NOT USE FLUORESCENT 000-558-5102 FIXTURES. EXTENSI❑N 2 1 ME4500AM WARNING LIGHT 24V CONTROL OR EQUIVALENT . LO O Z cn r_ 0 En 0 n v cp c: W cd O C) 0 4J (iJ a W d e r, 13 O s HE w n J pn J U �zuu¢ ujQrrwz 0 C) C'�I" _j LizLiz E7 :2 w 0 Lu _j <rK _� 0 wa'' z= U w 0In w E= � cn - o v =zwf= 0 _j aj CJ 0 Lu y P 0 W - C�VJ� (n U J" g 0 w xW -:;,J2> W J fr� z �Q- �za _jW L-- [L CAL J fY mC~J4 lZJ`L(n b. �QZ_wZJ W } W I— C) (� Q FA 0_!r o wnn Q��V) T Q�J F-QzT-¢� J f— f— L !Y 0 0 0 Z IJ 0 n 0 < 0 I-- �' Z u PROJECT REVISION 033599 00 DATE: 12/17/03 DRAWN BY: PMM CHECKED BY: LLM QUOTE NO: WWSCJ3 QT. DATE: 1?/i 5/03 REVISION HISTORY: POWER SPECIFICATIONS CT LightSpeed Series (W. DIE 0e%/00) VOLTAGE PRIMARY SOURCE IS REQUIRED FOR ALL INSTALLATIONS. RANGE OF LINE VOLTAGES: NOMINAL LINE VOLTAGE OF 380 TO 480, 3 PHASE, 50 OR 60 Hz. RECOMMENDED POWER SUPPLY: DELTA OR WYE, MAXIMUM DAILY VOLTAGE VARIATION MUST FALL WITHIN ONE OF THE RANGES IN TABLE A. TABLE A ALLOWABLE INPUT VOLTAGES/ CURRENT DEMAND NOMINAL VOLTAGE ABSOLUTE RANGE CURRENT (AMPS) MINIMUM STANDARD 0 JERCURRENT PROTECTION MOMENTARY CONTINUOUS 380 350-410 137 30 110-A 400 368-432 130 29 110-A 420 386-454 125 28 100-A 440 405-475 118 26 100-A 460 423-497 113 25 90-A 400 442-518 1 106 24 90-A (ALL CALCULATIONS BASED UPON NOMINAL. VOLTAGE) PHASE- PHASE -TO -PHASE VOLTAGES MUST BE WITHIN +2 PERCENT OF BALANCE. THE LOWEST PHASE -TO -PHASE VOLTAGE. MAXIMUM ALLOWABLE TRANSIENT VOLTAGE EXCURSIONS ARE 2.5 PERCENT OF RATED LINE VOLTAGE AT A MAXIMUM DURATION OF 1 CYCLE AND FREQUENCY OF 10 TIMES PER HOUR. VOLTAGE TRANSIENT OR IMPULSE ON THE INCOMING POWER MUST BE HELD TO A MINIMUM. TRANSIENTS CAUSED BY LIGHTNING, SURGES LOAD SWITCHING STATIC ELECTRICITY ETC. CAN CAUSE . SCAN ABORTS OR, IN EXTREME INSTANCES, COMPONENT FAILURE IN THE COMPUTER SUBSYSTEM. POWER DEMAND TABLE B MAXIMUM MOMENTARY POWER DEMAND. CONTINUOUS POWER DEMAND = 20 KVA (MAX DEMAND = 90 KVA) DEMAND CT H[Speed wo * 90 POWER FACTOR AT 0.85 �c DEMAND INCLUDES POWER FOR ENTIRE CT SYSTEM. LINE VOLTAGE REGULATION AT MAXIMUM POWER DEMAND MUST BE LESS THAN OR EQUAL TO 6 PERCENT. DISTRIBUTION FOR A SINGLE UNIT INSTALLATION, THE MINIMUM TRANSFORMER TRANSFORMER SIZE IS 112.5 KVA. GE DOES NOT RECOMMEND USING A REGULATION DEVICE. NOTE: THE CT SYSTEM MUST NOT BE POWERED IN A MULTIPLE INSTALLATION WHERE FILM CHANGERS ARE USED. FILM CHANGERS UTILIZE A LARGE NUMBER OF HIGH POWERED CLOSELY SPACED EXPOSURES WHICH MAY COINCIDE WITH THE CT SCAN. ELECTRICAL NOTES NOTE 1: ALL WIRES SPECIFIED SHALL BE STRANDED, FLEXIBLE, THERMO-PLASTIC, COLOR CODED, COPPER ONLY, CUT 10 FOOT LONG AT OUTLET BOXES, DUCT TERMINATION POINTS OR STUBBED CONDUIT ENDS, UNLESS OTHERWISE SPECIFIED. ALL CONDUCTORS, POWER, SIGNAL AND GROUND, MUST BE RUN IN CONDUIT OR DUCT SYSTEM. ELECTRICAL CONTRACTOR SHALL RING OUT AND TAG ALL WIRES AT BOTH ENDS. WIRE RUNS MUST BE CONTINUOUS COPPER AND FREE FROM SPLICES. NOTE 2: WIRE SIZES GIVEN ARE FOR USE OF EQUIPMENT, LARGER SIZES MAY BE REQUIRED BY LOCAL CODES. NOTE_ 3: IT IS RECOMMENDED THAT ALL WIRES BE COLOR CODED, AS REQUIRED IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. NOTE 4: CONDUIT SIZES SHALL BE VERIFIED BY THE ARCHITECT, ELECTRICAL ENGINEER OR CONTRACTOR, IN ACCORDANCE WITH LOCAL OR NATIONAL CODES. NOTE 5: CONVENIENCE OUTLETS ARE NOT ILLUSTRATED. THEIR NUMBER AND LOCATION ARE TO BE SPECIFIED BY OTHERS. LOCATE AT LEAST ONE CONVENIENCE OUTLET CLOSE TO THE SYSTEM CONTROL, THE POWER DISTRITBUTION UNIT AND ONE ON EACH WALL OF THE PROCEDURE ROOM. USE HOSPITAL APPROVED OUTLET OR EQUIVALENT. NOTE 6: GENERAL ROOM ILLUMINATION IS NOT ILLUSTRATED. CAUTION SHOULD BE TAKEN TO AVOID EXCESSIVE HEAT FROM OVERHEAD SPOTLIGHTS. DAMAGE CAN OCCUR TO CEILING MOUNTING COMPONENTS AND WIRING IF HIGH WATTAGE BULBS ARE USED. RECOMMEND LOW WATTAGE BULBS NO HIGHER THAN 75 WATTS AND USE DIMMER CONTROLS (EXCEPT MR). DO NOT MOUNT LIGHTS DIRECTLY ABOVE AREAS WHERE CEILING MOUNTED ACCESSORIES WILL BE PARKED. NOTE 7: ROUTING OF CABLE DUCTWORK, CONDUITS ETC., OTHER THAN SHOWN ON THIS DRAWING MAY RESULT IN THE NEED FOR GREATER THAN STANDARD CABLE LENGTHS (REFER TO THE INTERCONNECTION DIAGRAM FOR MAXIMUM USABLE LENGTHS POINT TO POINT). NOTE 8: CONDUIT TURNS TO HAVE LARGE, SWEEPING BENDS WITH MINIMUM RADIUS IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. NOTE 9: A SPECIAL GROUNDING SYSTEM IS REQUIRED IN AI I PROCEDURE_ ROOMS BY SOME NATIONAL AND LOCAL CODES, IT IS RECOMMENDED IN AREAS WHERE_ PATIENTS MIGHT BE EXAMINED OR TREATED UNDER PRESENT, FUTURE, OR EMERGENCY CONDITIONS. CONSULT THE GOVERNING ELECTRICAL CODE AND CONFER WITH APPROPRIATE CUSTOMER ADMINISTRATIVE PERSONNEL TO DETERMINE THE AREAS REQUIRING THIS TYPE_ OF GROUNDING SYSTEM. NOTE 10: THE MAXIMUM POINT TO POINT DISTANCES ILLUSTRATED ON THIS DRAWING MUST NOT BE EXCEEDED. NOTE_ 11: PHYSICAL CONNECTION OF PRIMARY POWER TO GE EQUIPMENT IS TO BE MADE BY A QUALIFIED ELECTRICAL CONTRACTOR WITH THE SUPERVISION OF A GE REPRESENTATIVE. THE GE REPRESENTATIVE WOULD BE REQUIRED TO IDENTIFY THE PHYSICAL CONNECTION LOCATION, AND INSURE PROPER HANDLING OF GE EQUIPMENT. DIAGRAM KEY ------ CUSTOMER/CONTRACTOR SUPPLIED WIRING. ROUTE IN ADEQUATE CONDUIT OR RACEWAY. GE FURNISHED CABLE RUNS. ROUTE IN EMPTY CONDUIT OR RACEWAY. 59' [18M] MAXIMUM RUN LENGTH BETWEEN JUNCTION POINTS. Feet [Meters] Lo 0 cs im n �In,LLul- �W . U zrPQ _ waom4 o z Q o C 7 rr- �- w n_ J Lu � (A Q C� LLJ CDam =w �i po 0 wwow m z W z o�WF" W f= J ©J�CO�V1 I-- [� W�oow UwF- (� V) wCoa J U Q J O� ~ZWD-.}- -1 H- LLJ ��a�ZC) wF:x n a ::) _fL=)LL. WOF-E5OC Cy (/7 ZWZJ _ (n -J < U <�Uui z 0 a�w �ul Qd- S O Ld HQ�QQ j 0 O T 0 (P L:-j _j LLJ �= r 1 U w PROJECT REVISION 033599 00 DATE: 12/17/03 DRAWN BY: PMM CHECKED BY: LLM QUOTE NO: KWCJ3 QT. DATE: 12/15/03 REVISION HISTORY: SHEET E2 REMOVABLE DUCT COVER ELECTRICAL DETAIL HORIZONTAL WALL DUCT (TYPICAL) TYPICAL WALL DUCT REMOVABLE DUCT COVER OPENING E� >> REMOVABLE SECTION OF WALL DUCT COVER CHECK LOCAL CODES FOR NUMBER OF PARTITIONS REQUIRED ELEC-5 REV. (OATS: 12/02/02 ELECTRICAL DUCT COVER PLATE TO BE REMOVABLE - RUBBER GROMMET , EQUAL DUCT WIDTH EQUAL DETAIL NOT TO SCALE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SCREWS AS SHOWN ELECTRICAL DETAIL VERTICAL WALL DUCT (TYPICAL) RED REMOVABLE DUCT COVER 'ROMMETED )PENING ,.".,...ABLE SECTION OF WALL DUCT REMOVABLE DUCT COVER ELECTRICAL DUCT DUCT WIDTH --- EQUAL EQUAL DETAIL NOT TO SCALE ELECTRICAL DETAIL MAIN DISCONNECT 10.0" 2.5" [254 mm] [83.5 mm] - 3.25 [76.2 mm] 3.0" --=rs [76.2 mm] DIA. `� I � • [20 mm] 1-1/4 11 D IA. 2" DIA. [31.75 mm] [50.8 mm] TOP VI EW 50' 30.5" �] [774.7 mm] 0 PUSH BUTTON SWITCH 0m [.330mm] 2.0" 20.0" ,� [50.8 mm] 1.63" .� 16.75" — X [508 mm] [41.4 mm] [425.4 mm] FRONT VIEW SIDE VIEW BACK VIEW DETAIL NOT TO SCALE 7.38" [157.3 mm] 14- 3.O" [76.2 mrn] 2.0" 50.8 mm] ELEC- 6 REV. DATE. 12/02 RUBBER GROMMET COVER PLATE TO BE REMOVABLE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SCREWS AS SHOWN ELEC-35 NOTE; 0ALL DIMENSIONS ARE IN INCHES ALL BRACKETED [ ] DIMENSIONS ARE IN MILLIMETERS, 10.0" -- [254 mm] - 5.0'• [127 mm] 28.12" 4 MOUNTING HOLES [714.2 mrn] FOR .31 (7.9 mm) SCREWS ELECTRICAL DETAIL ELEC-1 INSITE CONNECTION (TYPICAL) REv QATE: 04/24 ONE OF THE FULWMIING TWO SELI3 MUST BE INSTALLED AT THE LOCK" SHOWN ON THE EL.EICTPIICAL PLAN (SHEET E1) FOR GE INSfrE CONNECTION BASED UPON SYSTEM CONFIGURA►TOL A) ONE INTERNET ACCESSIBLE VIRTUAL PRIVATE NETWORK (VPN) CONNECTION WITH A STATIC IP ADDRESS, AND ONE TELEPHONE LINE - DEDICATED -DIRECT -DIALING, VOICE GRADE. OR B) TV10 TELEPHONE LINES - ONE DEDICATED DIRECT -DISTANCE -DIALING, VOICE GRADE AND ONE A DEDICATED DATA LINE. SINGLE GANG J.B. .LNG ►UIT FROM J.B. �- - - - 'E FINSHED CEILING. I I I � I I I I I IElI L___J ERMINED U� COVERPLATE WITH TWO TELEPHONE RECEPTACLES FINISHED FLOOR OR ONE TELEPHONE RECEPTACLE AND ONE NETWORK RECEPTACLE ALL IT AS ILLUSTRATED ARE TO RE FURNISHED AND INSTALLED BY CUSTOMER OR THOR CONTRACTOR. DETAIL NOT TO SCALE ELECTRICAL DETAIL FLUSH FLOOR DUCT (TYPICAL) FINISHED FLOOR -\ ELEC-25 REV. DAM 12/02) REMOVABLE COVER HARDWARE d. ''a �'.; � ,$', off``�c`':�:.`'�:..'•�::,;�•.,�.�. i • ° d � i 4 CHECK LOCAL CODES FOR NUMBER OF PARTITIONS REQUIRED 12" TRENCH DUCT: A = 10" 8 = 12' 18" TRENCH DUCT: A = 18" 8 = 20" DETAIL NOT TO SCALE Lo Y) r_ w z� Lu t- o_Lai V,0� 5�JLLW LeJ Q U (� Ln V C�no?o�� omz U ry �- fs2�az� n so:i-- I W Q w_L as w�QF-- � W f, T ooW � IJ z�n_jq' o� LLJ (ni<--<o f I— u6pmOww W LJF- C� J�pLL �wWEn �on< w a� a-mo fr W u w r-ao'oQ I- rl J�Qcn�vo r Q:oLL_ =� uz Lli U — zo<o�VI _ C z U � Q n <=) J O J <0o � W � Q W t-- 1= � U LL1 0 r PROJECT REVISION 033599 00 DATE: 12/17/03 DRAWN BY: PMM CHECKED BY: LLM QUOTE N0: KV8CJ3 QT. DATE: 12 15/03 REVISION HISTORY: EQUIPMENT DETAIL y, EQUIPMENT DETAIL EQUIPMENT DETAIL 87�-�58A EQUIPMENT DETAIL B79-96L B79-99P BOO-�29C POWER DISTRIBUTION UNIT EXIDE UPS SYSTEM OPERATORS CONSOLE LE 9000 INJECTOR REV. 00: 08/08/97 REV. DATE: 4/22/96 REV, DATE: 07/09/03 REV. Dait=: 09/23/02 CABLES IN NOTE: 6.0" CABLES AND /THIS AREA o INDICATES AIR FLOW 6„ NOTE: POWER CORD '-_4_ 1 „ I �{� [152mm] Cn NOTE: IN THIS AREA 122.45 1 *INDICATES CENTER OF GRAVITY 161, _ _ - - ..__ _ U a INDICATES AIR FLOW 12.0 " o INDICATES AIR FLOW 1 1[570mrr]] / [410mm] - MINIMUM AIR FLOW 305mm ] y C K CLEARANCE o INDICATES CENTER OF GRAVITY 1 87" 1 01OINDICAIES CENTER OF GRAVITY" 14.75" _ [47.5mm] [25.8rnm] _ 10.0" POWERHEAD (375mm] �� 22.0" [254mm] '� U 14.5" �I� L- -] [559mm] 29.72" n FF I 3.5" [368mm] r; f, 1 , / J [755mm] LL __jj 1.111"\ CONTROL I [15 a m] 9.44" IrCrr 28.6m'm ' 59mm [50rnm] D 1/0 CONNEC IONS .y, w 36.0 [240mm] [ ] [ ] 12" WALL/DESKTOP BRACKET PANEL 'N [ ] - ` [300mm] I 914mm - 0.23" [6mm] THICKNESS p �AC POWER - -- ® SEISMIC BRACKET PROVIDED WITH CQNSOL to INPUT BOX SERVICE AREA - - J I SERVICE AREA [200mm] DIM MIN. M CONTROL -=_ PLAN VIEW �' PLC A� PLAN VIEW! �" 5.38" 24.0° "A" (8 26.77" [680mm] 34.76" 83mm] � [130mm] (137mm] , 30.0" [61Omm] PLAN VIEW 21.85" "B" 26.77" [680mm] 31.77" [807mm] - -> ` [762mm] I / " „ 4 15.75 10.0 " [555rnm] "C" 40.16" [1020mm] 48.35" [1228mm] 0 o [400mm] (_'254mm] 48.73 [203mm] _ [1238mm] "0" 16.77" [426mm] 24.96" [634mm] 7 12" " 000d0000nnonv000 12.0 "D" ---'"{\`-"_-- 14 - --- an000000n000anon �. " V o0000000da0000cn 72.0 18.48 ('300mm] _ ('360mm] --- 000aa000noda0000 14 75" [305mm] " [1829mm] _ [406mrn] [375mm] [469mm] 7_8.23" \I ` -- 50.0" [717mm] [1270mm]F m q[552mm] ' I 6 0 14.5 wELECTRONICS 6.5" ] aa [368mm] rl ,1 „�f170mm 21.75" 21.75 FRONT VIEW SIDE VIEW[552mrn] A 9.44" PPOWER CORD iuuu]UPS CONTROL Q [24Omm] ' IN THIS AREA U) ELECTRONICS --- �OV10U rn°°UIIW "l OUNT BRACKET �L- 4FRONT VIEW SIDE VIEW g.43" 25.52" �'42.45" [240mm] [648mm] ' o o ¢ I 1 DETAIL NOT TO SCALE FRONT VIEW SIDE VIEW UPS CABINET [t078mrT1] SIDE VIEW I J _ FRONT VIEW _ ~ 7 c lil _ U �a� JO I- I_l:J y •~ M EQUIPMENT DETAIL a2CO¢¢ EQUIPMENT DETAIL EQUIPMENT DETAIL MB 879-�96M� LL]EQUIPMENT DETAIL 879-96MA B79 96-0 q� ��� CT GANTRY w CT GANTRY AND TABLE LAYOUT CT GANTRY AND TABLE LAYOUT REV. D,� 07/1 V03 � � a � L- w MAIN LINE CONTACTOR - OPTIONAL REV. ®ATE: 07/12/03 n (a; Ln REY. DATE: 05/08/94 REV DATE: 07/12/03 (J� v 3 0 0 0 CENTER OF GRAVITY _ ``' NOTE: $6.6" LsJ V1 254 m C - �Jr��q \ J �CJO 2.5 [ ] BALL DIMENSION.`_' ARE IN INCHES 16.0 w oL ] 3.25" 406mm (63.5 mm [762 mm] 3.0" ALL BRACKETED ( ) DIMENSIONS [ ] [2200mm] 35.0" [889 mm] x AIR OUT � _- [76.2 mm] ARE IN MILLIMETERS. ` SCAN 16,0" [406 mm] CABLE ACCESS AREA _L� ��e_�:_ CE IN BOTTOM. I- L1 :� ¢ cn I- ¢ 1 I 3/4" DIA.- `rr C- I cof 22.7" [r 7�2200m m] _ 39.24" _ � U' � I__ 0 r (20 mm] 73.3" �� r [576mm] - 16.00 SWAN [99]mm] Iu L�auZm 43.3 D 1-1/4" DIA. 2" OIA. 10.0" - [1861mm] [1100mm]' 22.0" [406mm rw�_j2- f31.75 mm] _ LcrU4Q [50.8 mm] 7.38" [254 mm] " [55Bmm] _ _ - - _ = r 0 ��a-< L- TOP VIEW [1873 mm] " 68.4 - _ - - " _� _ - „ 6.69" 3.0" 5.0 [1739mm] 6.69 " EXTENDER n 41.71 74.62'1 0 0 � [76.2 mm] [127 mm] [170mnn] 39.4 [ ] [ ] 1060mm 170mm __ �_ [1000rnm] _ - - [1895mm] SCAN -Al I77 SCAN _ �F [50.8 mm] 36.0" \ 557mm 240.1 " 30.0" [ 914m m ]2.0 -IF .,� [6099mm] [762mm] 39.94" LO 50' GANTRY SURFACE 40 0 r [1014mm] 28 1 �" I BASE FRAME CABLE 34.55 [1016rnm] 0000 30.5" 4 MOUNTING HOLES 714.2 mm 176.5 24.0" 24.p" ACCESS [878mm] � 774.7 mm [ ] 3212mm [ ] FOR .31 (7.9 mm) [ ] [61 omm] - [61 omm] BOTTOM 2338r < SCREWS CABLE [2338rnm] 36.88" 11.88" Rear 0 � PUSH BUTTON 6 I ACCESS 1031" [937mm] - �`� SWITCH `-_/ ALLOW FOR ADEQUATE [302mm " -- SERVICE CLEARANCE [2613mm] 73.76" < C� 1.19" 126.5" [ 1873M m] �� 1 [30mm] CENTER OF GRAVITY [3212mm]2.� , - 20.0" [SD.BO m] 1.63' 16.75" -�1 24.3" a1.4 rnm 425.4 mm [616mm] FP®NT VIEW SIDE VIEW ® � [500 mm] [ ] [ ] PLAN VIEW 198.99" FRONT VIEW SIDE VIEW BACK VIEW - [5054mm] � �� SCALE O � NOT TO SIDE VIEW n� � D ETAI L EQUIPMENT DETAIL EQUIPMENT DETAIL DETAILB79-96MG ` W EQUIPMENT DETAIL EQUIPMENT-�96ME B79--96MF B79 -9 6M D B79 CT TYPICAL SCATTER SURVEY CT TABLE CT GANTRY SHIPPING DETAIL CT TYPICAL SCATTER I- . T►T�:: 2� �v DINE: 04/08/02 �v. ot►TE: r�I/rz/oo REV. cu► : ®�/�/ w / / / CENTER OF GRAVITY o 22.00" -- 100 0 NOTE: 140 Kv [559mm] ' 10.00" NOTE: 1m scan �� 100 mAs/scan [254mm ] 4 x 5.00OOmm Scan Acquisition 4 x S.00mm Scan Acquisition -A HEAD PHANTOM ' BODY PHANTOM 96 21 [2444mm] PROJECT REVISION 34.17" 0.075 0.15 0.3 6 0.6 0.3 0.15 0.075 ®33599 �� 3.00" I I [868mm] - - -- - " 0.0375 0.075 0.15 0.3 0.3 0.15 0,075 0.0375 [76mm] I I - 1- EXPENDER 41.71 [1059mm] DATE: 12/17/03 T _ - - - DRAWN BY: PMM Bs.00" [ ] / - -� "�'-- 21.91 CHECKED BY: LLM 254mm - - - [801 mm] [557mm] [2184mm] - _ QUOTE_ NO: W8CJ3 11.00" _ 139.00" [279rnm] QT. DATE: 12/15/03 [2261 mm] _ PLAN VIEW ' GANTRY DELIVERY SIZE OPTIONS - PLAN VI EW PLAN VI EW 10 99 . r rnT, PER SCAN �--�-- REVISION HISTORY: DIMENSIONS mR PER SCAN [5054mm] CONFIGURATION WEIGHT lb WIDTH in. DEPTH im HEIGHT in_ PERSONS ADDITIONAL COMMENT (kg] (mm] (mm] [mm] NEEDED PERSON \ HOURS SIDE VIEW NORMAL SHIPPING 38UU 109 54 82 2 0 VAN DRIVERS DELIVER EQUIPMENT TO ROOM. CE /l ''� CONFIGURATION [1724] [2769] (1372] [2083] PUPS. SUPERVISE AND ASSIST. HEIGHT IS WITH 1 IN. \ (25.4mm] CLEARANCE FROM FLOOR. REMOVE PROTECTNE 3712 109 43 03 2 0.5 WITH RAILS REMOVED, BE VERY CAREFUL TO 24.00" SIDE RAILS [1684] [2769] [1D92] [2108] PREVENT DAMAGE TO COVERS. \ ' REMOVE SIDE RAILS 3470 99 43 83 2 1.5 THIS CONFIGURATION IS USED TO GET GANTRY INTO \\ ` [610mm] AND ONE DOLLY 1557 (2515] [1092] (2108] A 9 Ff. [2.74m] ELEVATOR. [ ] GANTRY SET ON AUX. DOLLIES 3400 88 43 84.3 2 2.5 DO NOT PUSH ON GANTRY COVERS. PUSH ONLY \ \I\ f1542] [2235] [1092] f2141] ON FRAME MEMBERS. AUX. DOLLIES PROVIDE 2.3 0.0375 O.D75 0.1 0.3 0.3 0.15 ❑.075 0.0375 0.075 0.15 0.3 0.6 0.6 ,0.3 0.15 0.075 p - IN. [58mm] CLJVMCE FROM FLOOR. Ir REMOVE COVERS - 3392 110 40 77 4 1.5 USE CREME CARE IN REMOVING. HANDLING ANDAPPROX. L 94.91 USE SHIPPING DOL!ILS [1539] 12794] (1016] [1956] INSTA-LING COVERS. SEE PROCEDURE IN DIRECTION APPROX. APPROX [2411 mm] ' SHEET 2243312-100, QX/I PLUS GENERAL SYSTEM INSTALLATION. fJ '0 Inches 0 Inches I I REMOVE COVERS - 3080 93 40 78.3 4 3.5 SEE TWO PREVIOUS COMMENTS. USE AUX. OOLLIFS [1397] (2108] (1016] [1989] 0 5 1 0 0.5 1.Orn PLAN VIEW REMOVE COVERS AND 2920 83 40 76 4 3.5 SEE LIFTING PROCEDURE DIRECTION 2243312-100, m DOLLIES - HOIST WITH SHACKLES [1325] [21O8] [1016] [1970] OX/I PLUS GENERAL SYSTEM INSTALLATIUN, ELEVATION ELATION THIS SHEET IS PART OF THE DOCUMENT SET LM ON SHEET Cl AND SHOULD NOT NL CARAT® SH-1002 EQUIPMENT DETAIL INJECTOR ON OVERHEAD COUNTERPOISED SUSPENSION VERIFY MOUNTING ASSEMBLY DIMENSIONS WITH INJECTOR MANUFACTURER. 32" [813mm] MIN. 46" [1168mm] MAX. STANDARD ADJUSTMENT LENGTH RECOMMENDED DISTANCE TO FLOOR 84" [2133mm] TOP OF MOUNTING ASSEMBLY 65"MAX. ARC [1651 mm] HIGHEST HEAD POSITION INJECTOR B50-31 K . DAM 29"MIN. 37"MAX [737mm] [940mm] L 12" [305mm] LUWES I HEAD POSITION DRAINING NOT TO SCALE 5 7" [ 1448mm] EQUIPMENT DETAIL WORKSTATION 6.93" f 176mm]/r- 15.75" [400mm] ° CCLCiC CCC CCC _ 17.1" CCCCCCCCCC [435 m m] ULTRASPARC STATION :0 [457mm] f [184mm] ii ir��•uuu.r� iZ:, 18.7" [475mm] 18.5" [471mm] 0 19.5" [495mm] 21 " COLOR MONITOR 17.6" 8.6" [447mm] [218mm] 18.1" [460mm] FLAT PANEL MONITOR DETAIL NOT TO SCALE C O U cn p O— L o 0 0 c— a.; u w O c�yu:`Lu WzLjLu lux: ¢omZ, Q�Q� oo� �o o wQr_ � _ 0 ary �u Z< U W Ld P a o w �- U _ W C �) ���a-moo wiz u uQ J Ld 5�Q¢ U o ai ��zw Ld W }}-. I— za�om U T (f) _J Q : t(A a_ (A n cp� LdI— z 0 t�7n ¢JQ O Tz o�w I—QZ� Q i 0 Q 1 0!� I� a 0 �uLL- n, V) PROJECT I REVISION If 033599 1 00 DATE: 12/17/03 DRAWN BY: PMM CHECKED BY: LLM QUOTE NO: W8CJ3 QT, DATE: 12/15/�3 REVISION HISTORY: I Bulletin No. 01 Project: Central Florida Regional Hospital Sanford, Florida LDDI No. 304027 — Cystology Remodel Lyman Davidson Date: October 5, 2004 Dooley, Inc. ARCHfTECTS Architect: Lyman Davidson Dooley, Inc. INTERIOR DESIGNERS PLANNERS 5201 W. Kennedy Blvd. Suite 501 Tampa, Florida 33609 The following. items take precedence over referenced portions of the Contract Documents for the above - mentioned project and, in executing a contract, shall become a part thereof. Where any item called for in the documents i is supplemented hereby, the original requirements shall remain in etTect. All supplemental conditions shall be considered as added to thereto. Where any original item is amended, voided or superseded hereby, the provisions of such items not so specifically amended, voided or superseded shall remain in etlect. CONSTRUCTION DOCUMENTS: Revise and Add information regarding items on sheets E101, E401, E601 and E701 See attached sheets as referenced. The following clarifications/additions need considered during the bid process: Sheet E101 — a) Clarified panel ntune, NECL4 not NECL4A; b) location of ptuiel NNL3D was shown. Sheet E401 — a) Circuit number Cath Lab-8:10:12 was indicated on XM1. Please see attached GEMS pdf drawings; b) added keyed note 10 which states "connect to GE supplied power distribution box as per GEMS specs". See attached GEMS drawings. Sheet E601 — a) Clarified location ofNECL4; b) Claritied panel NNL3D as existing not new. Sheet E701 -- a) clarified keyed note I which states "to GE supplied power distribution box m Cysto OR". END OF BULLETIN # 1 Cc: B. Eng - CFRH G. Birkbeck — AHCA C. Harris — CF1 1 B. Spangler — PEI J. Henvig — AHCA File 813.288.9299 fax: 813,288,80,1( 5201 W Kennedy Boulevard wile 501 ampa, FL 33609 wvsv.ddi-erg hK�C:pm M I IrI i. t!? HVIIIF !A[ 11'n (-)IU YCII I Ir V, ALTERNATE FIRE HOSE CABINET LOCATION EXISTING FIRE HOSE CABINET LOCATION _ NOTE: FIRE PROTECTION CONTRACTOR TO PROVIDE ALTERNATE BID PRICING FOR !' THE RELOCATION OF EXISTING FIRE HOSE CABINET. f ;d ',1 r'ttf� •crYatot-�r. 6Jose f . Marques, PE, FL Reg. No. 37313 TITLE: CYSTOLOGY REMODEL PLN NSULLQ FINGINIFERING IINCo ALTERNATE PRICING —FIRE HOSE CABINET REL OCATION CONSULTING ENGINEERS PROJECT: CENTRAL FLORIDA _ PROJ.n 04102 0 2016 ALDEN ROAD, ORLANDO. FLORIDA, 32803 REGIONAL HOSPITAL (407) 246-1688 SKETCH #: DVID. SCALE: OWN: CKD: DATE: REV.: Co. license #Ea 3089 S'KFP-1 NO SCALE GJG 00 �3/25/U4 DRAWING INDEX ANNOTATION SYM50LS w ilnteD!; RAWINGBLOCK TITLE IiisAaA C4 �,� . a LA- Sheet ARCHITECTURAL - ! - Title ` A000 COVER SHEET Scale Or n j 1 Number l Detail Area Outline ` 1_101 LIFE SAFETY PLAN 0 DRAWING LABEL DETAIL LABEL L104 LIFE SAFETY PLAN PLANS Rrvif WED Sheet -woDeSi nation CITY 01r sAwFORD Fire Dept. k A101 DEMOLITION / ICRA /FLOOR PLAN - WALL SECTION LABEL GRIP REFERENCE final Elevation from Insp. e14 G�� l A102 REFLECTED CEILING PLANS 0 - �t� � A103 FINI5N PLANS DETAILS + Fini5hed Floor Sheet------- 44-ram ELEVATION LABEL ELEVATION LEVEL tit ra ici r i PLUMBING PROJECTIEAM PIOI SGGHEPULESMOTES/LEGENDS @ _ P201 MED GAS PEMO/RENOVATION 6 � - -_-1: IONAL OSP TA - P301 RENOV. PLAN PLUMBING 0 � � � � � -- F101 RENOV. PLAN F1� PROTECTION 0 �1 / __ 5 , , r4tIY�. H L -- -- -- CENTRAL FLORIDA REGIONAL HOSPITAL BLAND ENG, COO - 1401 WEST SEMINOLE BOULEVARD 401-321-4500 MECHANICAL SANFORD, FLORIDA 32111 N201 DEMOLITION PLAN MECHANICAL � i� M301 RENOVATION PLAN MECHANICAL � (a 1Mill D CYKc3�TO Ike M401 6CHEDULE5 4 DETAILS 0 0 L.YMAN DAVIDSON DOOLEY, INC. R05ERTA N. CURRY, IiDA EQ -- - - - 5201 W. KENNEDY BLVD 813-288-9299 UIPME14"N'T UPGRADE & RENOVATION SUITE 501 FAX 813-288-8046 _-- --- - - - - TAMPA, FLORIDA 33609 SANJ'U"O RD F LU'-- RIDA ELECTRICAL EOOi 5YM50L LEGEND/NOTE50ETAiI-5 0 0 , ®� �T WOWATIN E101 LOCATION PLAN ELECTRICAL _ -- -E201 DEMO. PLAN -POW- R/5Y5TEM5 ��0I,,,rSITE SANFORD, FLORIDA DEMO. PLAN - LIGHTING E401 RENOV. PLAN-POWER/5Y5TEM5 61 PROJECT AREA: E501 RENOV. FLAN -LIGHTING - --0 40 ( APPT�, CABLE CODES AND REGULATIONS:GROSS BUILDING AREA AREAS OF WORK E601 PANEL SCHEDULES 0 a PENINSULA ENGINEERING, INC. JIM MOSS AREA TO BE DEMOLISHED APPROX. 1,160 S.F. SPRI_NKLERED E101 PARTIAL R15ER DIAGRAM 0 2016 ALDE'ra ROAD 401-246-1688 FLORIDA iBU1_i_.DING CODE 2001 CONTROL/EQUP. RM./OFC. 720 S.F. SPRIN METED FLORIDA FIRE PREVENTION CODE 2001 GEM PEI GE MEDICAL T)RAWINGS ATTA ED R i�EF RENC ORLANDO, FLORIDA 3280E FAX 40i-246-1664 -- - - NEW CYSTOLOGY ROOM 440 S.F. SPRINKLERED NFPA 101, LIFE SAFETY CODE 2000 (AS CONTAINED WITHIN THE TOTAL AREA INVOLVED APPROX. 1,160 S.F. FULLY SPRINXLERED 2001 FIRE PREVENTION CODE) ' PROJECT DESCRIPTION: FLORIDA -ADMINISTRATIVE CODE CHAPTER 59A-3 (HOSPITAi S) --- - ALA F F I ~ I I I I PENINSULA ENC�INEERiNG, INC. 13RYANN SPANGLER SCOPE OF WORK INTERIOR RENOVATIONS AND ALTERATIONS GUIDELINES FOR DESIGN & TO EXISTING OPERATING ROOM # 4 WIND CONSTRUCT_i0N OF HFAiTH CARE THESE R MS WILL REMOOM #5 AND STORAGE. FACILITIES 2001_ EDITION 2016 ALiEN ROAD 40i-246-1688 THESE ROOMS A1LL DE REMODELED To AN OFFICE. ENT NEW STORAGE ROOM, AND NEW CYSTOLOGY PROCEDURE A"""mCORD ORLANDO, FLORIDA 32803 FAX 40�1-246-1664 Rook, WHICH WILL INCLUDE A SOILED WORKROOM AND 0 CLEAN WORE AREA, AND EQUIPMENT CONTROL. WORK INCLUDES DEMOLITION AND wiACEMETPr OF' LIGHTING, HVAC, MEDICAL GASES. QJMTITY 1 PLUMBING, INTERIOR FINISHES AM CASBGOOD3, OF 9ET6 INCLUDING INSTALL OF EQUH`MENT UPGRA mci, O PATE p9r5CRlf'TION 155IIFa PENINSULA ENGINEERING, INC. JIM M055 REWORK OF TELEMEDICAL EQUIPMENT To AIDE STAFF. FM WILL IMPROVE PATIENT CA_0F. 2016 ALDEN ROAD 401-246-1688 I I � 1/II/04 ANCA sllRMITTAL. - STAB III FMA!- R�YIEW a BUILDING OCCUPANCY INSTITUTIONAL 06/19/04 15WFD FOR DID TO OUNFR W PROJECT MANUAL. ORLANDO, FLORIDA 32803 FAX 401-246-1664 PRIMARY OCCUPANCY GROUP I -- UNRESTRAINED -- I;LOSPITAi OS119/04 OWNER / CITY F?EVIEW WIT" WOJECT MANUALS CONSTRUCTION TYPE TYPE H PROTECTED, FULLY SPRINKLERED � (- ] � - - - ---- --- --- ' FIRE PROTECTION 2-HOUR RATED SPRAY FIREPROOFING I - I G E MEDICAL 6Y6TEM5 - OEG FOR STEEL MEMBERS n - Ead5 4 Associates Inc. JIM EADS / MICHEAL MORT � Installation specialist ALLOWABLE AREA UNLIMITED (EXISTING) - 1096 N. US 1 Ste.113 Aw MEZZANINE NO 0 Ormond Beach, FL 32114 � 386-6l6-1322 (phone) BUILDING HEIGHT N/A -- INTERIOR RENOVATION (-1 386-616-1621 (fax) eadsas5ociates MCf I.rr com VICINITY MAP GENERAL N0196 # fREQUIREnEM 1. GENERAL CONTRACTOR SH�AId: TARE ALL � 8. WHEN "APPROVED EQUAL" "EQUAL TO'' OR OTHER QUALIFYING 12. EWIING SIGNAG& THE G.C. SNAIL REMOVE AND STORE, NECESSARY PRECAUTIONS TO PROTECT AND STORE TERMS ARE USED, IT SHALL BE BASED UPON THE REVIEW AND ON SIT$ ALL E>UMG SIGNAGE AFFECTED BY THE WORK 21. IN AREAS IN WINCH WORK Is DONE, SEAL Ai•i I NG AND NEW ED SRRViCE3 TO FACII AFFECTING T FACILITY'S OPERATIONS 37. CONTRACTOR TO PROVIDE ALLOiiANCB FOR COMPLETE DUCTWORK SANFORDEILiSTING UTILITY LINES, GAS LINES AND FITTINGS, APPROVAL OF OWNER'S REPRESENTATIVE. PYRE GWERAL CONTRACTOR SHALL RE-INSTAM SUCH SIGNAGE AAid. PENETRATIONS TO ISArw�'Arni THE INTEGRITY OF THE E%IS'TING REQUIRE� ONE GI ANY REASON, PROPER NOTICE AND GLEANING AT PROJECT COMPLETION. FLORIDA DUCTWORK, FUTURES. ETC. WHICH REMAIN AS PART OF THE AFTER WORK IS CONFIRM IN AFFECTED AREAS. STRUCTURE OR WAr1. AUTHORIZATION MOST BE GI TO OWNER'S REPRESENTATIVE. FINAL BUTAING SYSTEMS. GENERAL. CONTRACTOR SHAIL 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SHORING. 3D. CONTRACTOR TO PROVIDE FOR MECHANICAL ENGINEER'S REVIEW AND CLEAN, REPAIR, REPLACE, REIAMMP, ETC, THESE ITEMS AS 13. CONTRACTOR TO PROVIDE .ACCESS TO ALL ROOF AREAS 22. IN AREAS IN WHICH WORK IS DONE, PATCH AND REPAIR EnSTING 3O. WORK IN ADJACENT SPACES SHH�HH BE COORDINATED THE WITH T� APPROVAL AT LEAST ONE WEEK PRIOR TO STATE INSPECTION. SCAFFOLDING. TEMPORARY BRACING. BARRICADES. WALKWAY FIREPROOFING TO MAINTAIN FIRE RESISTANCE RATING. FACILITY. THE CONTRACTOR SHALL ANTICIPATE THE NEED FOR AND COMPLETE TYPE WRITTEN TEST AND BALANCE REPORT OF MKC►I_ANICAL FINAL BUILDING FOR PROPER FUNCTIONING OF THE COVERS REQUIRED FOR COMPLETION OF THE WORK. PROVIDE DURING ENTIRE PROJECT DURATION, TO BE SUPPLIED MAKE APPROPRIATE ARRANGEMENTS FOR EVENING AND WEEKEND SYSTEM. FINAL BUIIDING SYSTEMS. PROTECTION TO THE PUBLIC AS REQUIRED TO ACCESS FOR INSPECTIONS BY OWNER AND/OR ARGAI'TECT. WORK: U SINoLE B+-M ANY AND ALL CONSTRUCTION AREA ENTRANCES. 23. THIS IS A LIMITED ACCESS SITE. ALL DELIVERIES OF CONSTRUCTION 2. GENERAL CONTRACTOR SHALL VERIFY ALE. DIMENSIONS 14, GENERAL CONTRACTOR TO PROVIDE ON SITE SUPERVISION MATIRRIAI S. FIXTURES. EQUIPMENT, ETC. MUST BE COORDINATED WITH 39. G.C. TO MAINTAIN FIRE PROTECTION SPRINKLER SYSTEM IN AND JOB CONDITIONS AND SHALL REPORT TO OWNER'S DURING ALL DAYS AND HOURS OF ACTIVE WORK. THE suE ACUITY OWNER'S REPRESENTATIVE. 31. DAMAGES TO PROPERTY OF THE OWNER SRAHi• BE REPAIRED OR PAID ACCORDANCE WITH NFPA 101, ITEM 9.7.6. IF THIS IS FOUND To BE 8. DRAWINGS ARE NOT TO BE SCALED. ANY DIMENSIONAL � FOR BY THE PARTY RESPONSIBLE FOR THE DAMAGE. THIS SHAD IMPOSSIBLE, THEN G.C. TO PROVIDE ALTERNATIVE METHODS FOR LIFE REPRESENTATIVE ANY DISCREPANCIES OR OMISSIONS INFORMATION REQUIRED BUT NOT GIVEN SHALL. BE COORDINATED 15. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY RiCiUDR, BUT NOT LH,IIIITED T0, DAMAGE TO THE FACILTX GROUNDS, SAFETY, SUCH AS BUT NOT LIMITED TO SMOKE DETECTION TIED INTO C ORlrAI_ COMP WOULD INTERFERE WITH SATISFACTORY WITH THE ARCHITECT. 24. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROVIDING ALL THE FIRE ALA SYSTEM OF THE AREA OF CONSTRUCTION. PI-ORIPA I DISCREPANCIES BiITAEEN TILE DETAILS CONTAINED PI�1NG5, WALLS, FLOORS, CEILINGS, PAVEMENTS, APPLIANCES, COMPLETION OF THE WORK GENERAL CONTRACTOR IS HEREIN AND WITH THE SPECIFICATIONS. NECESSARY FIRE RETARDANT TREATED WOOD BLOCKING WITHIN ANY VEHICLES. UTi HIES, FURNISHINGS. AND OTHER PROPERTIES. REGIONAL RESPONSIBLE FOR VERIFICATION OF ALL FIELD 9. CHANGE ORDERS TO BE CAPPED AT 10% ABOVE COST TO A u u" YOR ANY WALL MOUNTED WOW GRAB BARS, EgW-MKNT, 40. G.C. TO COORDINATE WITH FACILITY SCHEDULE OF CEILING 140-0PITAL MEASUREMENTS, FIELD CONSTRUCTION AND INSTALLATION 16. WHEN ANY PART OF EXISTING STRUCTURE IS OPEN TO EXTERIOR, ffC. COORDINATE LOCATION AND BLOCKING REQUIRMENTS WITH OWNER THE GENERAL CONTRACTOR. 32. THE CONTHACTOR SAAiJ REPLACE OR REPAIR ANY DEMOLITION SO AS TO MINDMTbE NOISE TRANSMISSION DHSCoMFORT To ITEMS, A, COORDINATION OF ALL TRADES AND SUPPLIER PROTECT INTERIOR FROM WIND, RAIN, 5TORIMS, VANDA►_%SAI„ A� iNECl�SARY. HEItISTL_LNG-TO-R ME-Ai►N FINISHES OR FUTURES WHICH ARE DAMAGED PATIENT AREAS ON THE SECOND DUEL W AT ALL POSSIBLE 'r ITEMS, AND THE MEANS AND METHODS OF CONSTRUCTION. ( FACILITY TO COORDINATE HAVING THESE PATHiINCS AREAS UNOCCUPIED � 10. THESE SPECIFICATIONS AND DRAWINGS INDICATE THE DURING DEMOLITION L.E. CEILING TIES, CEILING GRID, GENERAL CONTRACTOR 1S RESPONSIBLE FOR ARRANGING 17. ANY DEVIATION FROM PLANS AND SPECIFICATIONS MUST BE 25. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY AALLCOVERLNG FLOOR COVERINGS, ETC. AT THE TIME OF CONSTRUCTION. GENERAL. SCOPE E THE PROJECT IN TERMS SI THE FOR HOISTING FACH3TIE.S, PARKING. ETC. FOR THE ARCMTNCTURAL SUBMITTED TO OWNER OR ARCHITECT FOR APPROVAL,. CONSTRUCTION AND ALL STAGING, SCHEDULING, MATERIAL DELJVERIES ) HANDLING OF MATERIALS. DESIGN CONCEPT, CT AL SIM DIMENSIONS . THE AND OTHER n MS THAT AFFECT THE SEQUENCE OF CONSTRUCTION BUILDING AND THE MAJOR ONS DO N ELEMENTS. THE 33, STENCIL ARIL RATING ON FAGS OF WALL ABOVE THE FINISHED r+.�a�as. M'.� M u� s�a.Tcrr STF�ET DRAWINGS AND SPECIFICATIONS LID NOT NECESSARILY 18. IT IS THE CONTRACTOR'S IRESPONSBIIlTY TO FURNISH AND INSTALL OR SCHEDULING THE CONSTRUCTION PROJECT. SPECIALTY EQUIPMENT 3. GENERAL CONTRACTOR IS TO OVERSEE CLEANING AND ALL WORK, FUTURES AND EQUIPMENT NECESSARY TO COMPIM THE DELIVE US TO BE COORDINATED WITH EQUIPMENT VENDORS, AND CEILING. LETTERS TO HE MINIMUM OF 2' HIGH AND LABELED AT a PERFORM OR DESCRIBE ALL WORK REQUIRED FOR FULL FACWt. 25'-0" O.C. LABEL WITH FIRE, SMOKE AND NUMBER OF RATED ENSURE THAT THE PREMISES ARE MAINTAINED FREE OF PERFORMANCE AND COMPLETION OF THE REQUIREMENTS PROJECT AS PER PLANS, UNLESS NOTED TO BE INSTALLED BY HOURS. WAITS NOT RATED THAT EXTEND TO UNDERSIDE OF DECK RUBDISH DURING CONSTRUCTION. FINAL CLEAN UP IS OF THE CONTRACT DOCUMENTS, ON THIN BASIS OF � OTHERS. THE CONTRACTOR IS TO DEiIVER PROJECT CLEAN AND 26. THE CONTRACTOR AEI. BE RESPONSIBLE FOR AEI. NECESSARY AND NOT RATED ARE TO BE LABS►EX "No WALL RATING REF DECI . THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. GOAL SCOPE INDICATED OR DESCRIBED THE READY FOR USE AS APPROVED BY OWNER. REPAIR, PATCH, TOUCH UP OR REPLACE MARRED DEMOLITION, REWORK OF EXISTING BUILDING SYSTEMS, AND PATCHING CONTRACTOR SHALL. FURNISH AND COORDINATE ALL ITEMS SURFACES AND MAINTAIN CLEANING UNTIL WORK IS 19. COORDINATION BETWEEN ALL. TRADES IS THE RESPONSIBILITY OF THE OR REPAIRING OF EWMG BUILDING FINISHES AFFECTED BY NEW 34. CONTRACTOR SHLAIJ VERIFY REUSE OF ANY EQUIPMENT AND OR -ro 1_4 REQUIRED FOR THE PROPER EXECUTION AND COMPLETION CONSTRUCTION. - COMPIATED. G.C. TO REFERENCE INFECTION CONTROL GENERAL. CONTRACTOR. FDnTJ S (LIGHTING, DOORS, "WARE, ETC.) WITH THE OWNER, IN Wt I ST. STiREET R� ASSESSMENT (ICU) PRO'TOCAL ISSUED BY HHOSPITAL. OF THE WORK, QUESTIONS PERTAINING TO THE DRAWINGS � ( ) OR THEIR INTENT SHOULD BE DIRECTED TO THE ARCHITECT. ANY IT_....5 ARE To BE REUSED, THOSE ITEMS ARE TO BE * 20. INDEMNIFICATION TO THE FULLEST T PERMITTED BY LAW, THE 27. WHEN NEW WORK ABUTTS OR FINLSHES; FLUSH WITH EXLSTMG WORK THOROUGHLY CLEANED AND REPAIRED BEFORE REINSTALLATION. ALL 4. G _ AT CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE � MAKE A SMOOTH AND WORK -MAN -LIKE TRANSITION. MATCH E3SLSITNG ITEMS REUSED ARE TO MATCH EXISTING FIXTORES OF SIMILAR TYPE. � ATIH AUCODES, ORDINANCES REGULATIONS 11. THE WORK W GENERAL INCLUDES THE RENOVATION OF CONTRACTOR SHALL INDEMNIFY AND HOLD BARIQ.E33 THE OWNER, APPLICAOIB AT PROJECT LOCATION. GENERAL CONTRACTOR OPERATING ROOKS - SUITE #4 AND #'S, PROVIDING UPGRADE ARCHITECT, AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ADJACENT WORK WITH PATCHED WORK IN TEXTURE AND APPEARANCE IS RESPONSIBLE FOR FILING AND SECURING ALL NECESSARY CYSTOLOGY EQUIPMENT AND C OMPU71R EQUIPMENT WHICH ALL. CLAIMS, DAMAGES, LASSES AND EXPENSES, INCLUDING BUT NOT SO THAT PATCH OR TRANSITION IS INVISIBLE AT FIVE FEET. 35 CONTRACTOR SHALL PROVIDE CUT SLEETS AND OWNER'S MANUAL FOR PERMITS, APPROVALS, ETC. FOR ALL TRADES. WILL AIDE THE MEDICAL STAFF IN THE RADIOLOGY LIMITED TO ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM ALL EQUIPMENT INSTALLED BY CONTRACTOR. INFORMATION SHAH. BE DEPARTMENT, NEW INTERIOR FINISHES FOR ALL INTERIOR THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, 28. AT NO TIME SHALL THE FACILITY'S FUNCTIONS BE DISTURBED OR NEATLY AND ORDERLY BOUND IN A 3-LING HINDER, AND SUDMTTTRD (N) DAMAGE, LOSS OR EXPENSE IS ATTRILUTABLE TO BODILY INJURY, DLSRUPIND DURING DEMOLITION OR CONSTRUCTION. SERVICES SHALL TO OWNER IN DUPLICATION UPON COMPLETION OF THE PROJECT. +L S. EWRAL CONTRACTOR SHALL BE FULLY OGRESS EBI.E FOR SURFACES INVOLVED ELECTRICAL AREA E RENOVATIONS. SICKNESS, DISEASE OR DEATH OF. TO INJURY, OR TO DESTRUCTION AT NO 'TAME BE DISRUPTED. SERVICES INCLUDE. BUT NOT LIMITED KEEPING AVE OCCURRED OF CONSTRUCTION PROGRESS AND WHERE ACCOMMODATE ATEHVAEL EQ ICAL AND MEDICAL GASES TO TO EIECTRICAL POWER, WATER. SEWER, HVAC, PARKING, PEDESTRIAN 36. IT IS THE RESPON3IBHITY OF THIN CONTRACTOR To RUM THIN DELAYS HAVE OCClTRiFJRED DUE TO GENL�RAi. CONTRACTOR'S ACCOMMODATE NEW EQUIPMENT. OF TANGLLBLE PROPERTY (OILIER THAN THE WORK ITSELF) INCLUDING TRAFFIC AND ACCESS, RTC. FAULT, MAKE UP THIN LOST TIME AT HIS OWN EXPENSE AS THE LOSS OF USE RESULTING THEREFROM. PROPER OPERATION OF RVAC EQUIPMENT WITH OWNER'S NECESSARY TO MAiN'H'AH( THIN CONTRACT SCILEDULE. REPRESENTATIVE. C ARCHITECTURE PLANNING INTERIOR DESIGN 0 Q Lyman Davidson Q Dooley, Inc. 4 "+ 5201 W. Kennedy Blvd. 4 Suite 501 Tarnpa, FL 33609 Q 813.288,9299 t } 813.288.8046 f ` a 0 Iddi-ar ,hitects.com U N ATLANTA r w ' TAMPA FT. COLLINS � orMMrMIeI�Mrlrri I 0 A: 0 a a' m J I- U a ` o z, 4 0 u' I 0 Z 5 a Z I L 0 0 w LL o P- w Z n�: w U u D , w �✓ w u. CL 0 i- 'a ' w IL ui ,1.F 5 U CYSTOLOGY Central Florida 0 Regional w '� 0 U z, Hospital 1401 West Seminole Blvd. Sanford, Florida 32Tt1 2s B ,7- D SUPPLY KM. T1296 T1294 SUBSTERIL RM. .. _K■cEeemqv� CLST. O.R. TiO29 T1280 EXISTING mot SCRUB EXISTING SCRUB T1272 �0 R STOR. T1346 F F- --�, F = --- � 4 SUB- T1265 - - N I (a '� T1268 STERILE ��0\ StOR.rF I/ [AF T1274 II I O.R. CLST. �- �- _� T1 �71 914 T1269A ELEC. CI ST. I — - -- — — — - I CLST. RM. T1273 j I ��; I i T1269B T1266 I DARK RM. T1191 I I I I NEW OFFICE T1274 I CORR. T1275 X—RAY MAMMOG 2 T1193 T1212 d—f MAMMOG. PROCESSING n r R1A D1MHLtTtHN PLAN I ryTEMPORARY \ �J+i II <\ , �> BARRIER ONE 1111 I f � I U X—RAY N CORK. `''-F"'v RM. TT1269 1275 DARK X #2 Y -- � -- �- - MAMMOG- KA CONSTRUCTION PLAN CL T1 I C\ i /> PARFJER GNE U T1191 I I I CT1275 T1193 I T1212 T1194 In T1211 77�1�t �CR A FLDOR PLAN _ STOR T126 % r1. CONSTRUCTION PROJECT ACTIVITY TYPE: TYPE A,B,C,D PATiIENT RISK GROUP: GROUP 4 HIGH / HIGHEST RISK CLASS OF PRECAUTIONS: CLASS IV GENERAL CONTRACTOR TO ADOPT AND FFQ W THIS LIST OF PROCEDURI,�, BEFORI'; AND DURING CONS�tUCTION: 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. REMOVE OR ISOLATE THE HVAC SYSTEM DURING EACH PHASE IN AREA 2. WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM. COVER AT,i. EXPOSED RETURN AiR DUCTWORK. Mi;THOD OF CAPPING DUCTWORK SHAUT BE DUST -TIGHT AND PREVENT AiRNIWW. COMPi•ETE ATi CRITICAL BARRIERS AND TEMPORARY BARRIERS TO SEAL AREA FROM NON 'WORK AREAS OR IMPLEMENT CONTROL CUBE 3. METHOD (CARTS WITH PLASTIC COVERS/ING, AND SEALED CONNECTION TO WORK ARMA WITH HEPA VACUUM FOR VACUUMING PRIOR TO RUT) BEFORE CONSTRUCTION BEGINS. SEAT, RUSTING DOOR(S) TO ROOM(S) THAT IS(ARE) BEING WORKED ON 4. DURING T—HE APPRO_P_RrATE PHASIRYG SCHEDULE FROM CORRIDOR SIDE WITH 6 MIL POLY AND DUCT TAPE. 5. PROJECT SITE TO INSTAT.i. AND MAiNNTAIN NEGATIVE AiR PRESSURE WTTHIN WORK SM UTILIIBNG HEPA EQUIPPED AIR FILTRATION UNITS. G.C. TO CONSTRUCT A DECONTAMINATION ROOM AND CHAIKGF ROOM. PROVIDE STICKY MAT AT ENTRANCE TO THIS AREA. ALL PERSONNEL WILL BE REQUIRED TO PASS 'THROUGH THESE ROOMS SO THEY CAN 6• BE VACUUMED USING HEPA VACUUM CLEANER BEFORE LiEAVING 1WORKSTTE AND WEAR CLOTHING OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE 'WORK SITE. AiJ, PERSONNEL ENTERING WORD SITE' ARE REQUIRED TO WEAR SHOE 7. COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORARR RUTS THE WORK AREA. SEAL ALL HOLES, PENETRATIONS, PIPES, CONDUITS AND PUNCTURES 8• IN ALL EXISTTNG PARTITIONS THAT ARE ADJACENT TO CONSTRUCTION AREAS APPROPRIATELY. G.C. IS NOT TO REMOVE TEMPORARY BARRIERS FROM ''WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE OWNER'S SAFETY 9. DEPARTMENT AND INFECTION CONTROL RISK ASSESSMENT DEPARTMENT, AND, AREA HAS BEEN THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT. GF.�NERAL CONTRACTOR TO ADOPT AND FOLLOiiI' THIS JAST OF PROCEDURES AFTER CONSTRUCTIM INCOMPLETED OBTAIN APPROVAL TO REMOVE TEMPORARY BARRIERS FROM OWNER'S I_ SAFETY DEPARTMENT, INFECTION CONTROL RISK ASSESSMENT DEPARTMENT AND ENVIRONMENTAL SERVICES DEPARTMENT. REMOVE Ail, BARiRIER MAC CA_R.EFULLY TO MINIMIZE SPR.EADiNG OF DINT, DUST AND DEBRiS ASSOCIATED WiTH CONSTRUCTION. 2• CONTAIN CONSTRUCTION DEBRIS IN SEALED TRANSPORT CONTAINERS BEFORE EXSTNG THE WORK AREAS. CARTS OR RECEPTACLE TO BE COVERED AND TAPED, UNLESS THEY HAVE A SOLID LID. 3. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. WIPE DOWN ALL HORIZONTAL AND WORK SURFACES WITH MANPOWER AND EQUIPMENT (WET CLOTHES, WET MOPS, DRY MOPS, BROOMS, 4' CLEAN WIPING RAGS, ETC.) USING DISINFECTANT, WET MOP FLOOR AREAS. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS 5. BEING PERFORMED. GENERAL NOTES - DEMOLITiON REMOVE ALL EXISTING CEILING FIXTURES AND COMPONENTS CLEAN AND REPAIR AND MAKE READY FOR REUSE IF REQUIRED IF EXISTING FIXTURES REMOVED ARE IN POOR CONDITION REPLACE WITH NEW FIXTURES. REMOVE EXISTING COVER PLATES, PREP TO EXTEND TO NEW LAYER OF LEAD LiNING AND / OR LEAD -LINED DRYWALL. i EXISTING DRYWALL CEILING, AND COMPONENTS TO REMAIN REPLACE POOR OR DAMAGED COMPONENTS AS NECEv5ARY REMOVE EXISTING: MILLWORK. STORE IN SECURE~ LOCATION IF EWING REUSED 13Y FACILITY, OTHERWISE DISCARD. I___ ! REMOVE EXISTING FLOORING AND OASE MATERIALS, PREP AREAS !__ f TO RECEIVE NEW MATERIALS aPROVIDE i-LAYER h-MILL THICK VISQUEEN FLOOR TO CEDING. CONTINUOUS TAPE t SECURE ALL EDGES, LEAVE OVERLAPPED OPENING I - 1 RETURN ANY UNUSED COMPONENTS RACK TO FACILITY _-� AND PLACE IN A SECURED LOCATION DESIGNATED 13Y FACILITY, REMOVE EXI5TING 5CRUL3 SINK:, RETURN TO FACILITY FOR STORAGE. REPLACE WITH NEW EQUIPMENT, 6EE ENGINEERING DRAWMS GENERA. NOTES -- CONSTRUCTiON G-CTO BUILD TEMPORARY WALL PROTECTION IN CORRIDOR5 AND INSTALL VISQUEEN PRIOR TO ANY WORK BEING STARTED. G.C. TO FOLLOW ALL ICRA GUIDLINE6 ABOVE. G.C. TO' PROVIDE ALL COMPONENTS/SUPPLIES FOR ICRA REQUIREMENTS. OEXISTING FIRE HOSE CABINET TO REMAIN. SEE ALTERNATE 510 01 ALTERNATE 151D h RELOCATES FIRE HOgE CABINET. GrCTO QUOTE 50TH OPTIONS. FACILITY TO MAKE DECISION UPON BEST SCENARIO. (� FURR OUT EXISTING COLUMN. HOLD SiUD3 AND DRYWALL (J AS TIGHT AS P055115LE TO COLUMN. QPATC14 ALL LOCATIONS WHERE WALLS WERE REMOVED. 3 MAKE SMOOTH AND READY TO RECEIVE PAINT. PATCH AND FiLL TO MAKE LEVEL ALL LOCATIONS WHERE WALLS WERE REMOVED. MAKE SMOOTH AND READY TO RECEIVE PAINT. PROVIDE NEW LEAD LINED WINDOW AND FRAME AT 48" WIDE INSTALL AT LEAST 3'-0" AFF, O EXISTING RETURN AIR INTAKES TO REMAIN, REPLACE GRILLES IF NECESSARY, REFER TO MECHANICAL EW-xINEERiNG DRAWINGS NEW $TERi$ EQUIPMENT TO BE LOCATED HERE. EQUIPMENT IS ON SITE �j PROVIFDED BY OWNER ;Ml R,TO ENGINEERING DRAWINGS FOR INSTALL, (� GC- TO VERIFY RATING OF WALL, IF NOT 1-HOUR RATED OR �J I -HOUR RATED SMOKE PARTITION, THEN UPGRADE TO MEET REQUIREMENT FACILITY TO PROVIDE AT EACH HANDWASHING STATION NEW SOAP l�J Di8M-NSERS, PAPER TOWEL DiSPENSER AND DISPOSAL IF NOT ALREADY ON SITE. 10 G:C. TO PROVIDE CONTINUOUS MONOLITHIC TOEKICK AT ALL MILLWORK AND OWNER PROVIDED MILLWORK, UNLESS ITEMS ARE MOBILE. G.G. TO INSTALL X-RAY VIEW WX FOR 4-FILMS, VERIFiY HEIGHT WITH FACILITY PHYSICIANS. REFER TO ENGINEERING DWGS. ARCHITECTURE PLANNING INTERIOR DESIGN 4 > q Lyman 2: J Davidson uj . : Dooley, Inc. Q 5201 W. Kennedy Blvd Q Suite 501 T ' Tampa, FL 33609 813.288.9299 t } 813.288.8046 f 0 0 Iddi-arch ATLANTA . NASHVILLE 0 TAM PA w . I T. COLLINS 0 0. " Q AHCA CMMNTS 1 8119/04 6 M � 4 r� (! 0 0 0z Z W�2 U) _11_ U � � w w U C 19 CYSTOLOGY F- Central Florida oRegional a - a Hospital 0 '' 1401 west Seminole Blvd- 0 Sanford, Florida 32771 Z > 7 + , Central Florida 0 Regional 0 Hospital � 1401 west Seminole Blvd. ❑ Sanford, Florida 32771 r B N z P t DEMOLITION & >- NEW CONSTRUCTIOi IL FLOOR PLANS o. 304027 A101.dwg IJ 0 .a 304027.00 tY 4 w a RNC,COK F- r� . , RNC Z 7120/04 I ARCHITECTURE PLANNING INTERIOR DESIGN S4 �' tzli IWA. LLEVATIUNS 3 d „ 3/8 1 -0 NNO II o NEW ° OFFICE 1z. T1274 (D o M * O Q NEW STORAGE T1271 O ���Aev1Y ox Y CORR. T1275_) O EXISTING SCRUB NEW SOIL. WORKROOM T1270 �0) ® ,4 NEW CLEAN RM. T1269 aca�s —.--- F IAI - .sly L LTPU IL k k "' J ���yy aces$ i� POR41 th X ftl I, h nI/ Y_PA MAMM0G. I REFLECTED CEILING PLAN 3/16" = F-0" SHIELDING SPECIFICATIONS ALL WALLS TO RECEIVE AN ADDITIONAL LAYER OF LEAD LINING OR BE UPGRADED TO A LEAD LINED WALL. LEAD LINING CAN BE APPLIED IN ROLL SHEET FORM, OR AS LEAD -LINED SHEETS OF DRYWALL, AS SPECIFIED TO EXISTING FACE OF WALLS. LINING MUST BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS LISTED WITHIN PROJECT MANUAL AND IN ACCORDANCE WITH CURRENT FLORIDA CONTROL OF RADIATION HAZARD REGULATIONS. AN ADDTIONAL LAYER OF 1/2" TYPE'X' GYP. BOARD IS TO BE APPLIED OVER ROLL GOODS. SEAL AND CAP ALL SCREW PENETRATIONS AS SPECIFIED IN ACCORDANCE WITH RADIATION SHIELDING SECTION WITHIN PROJECT MANUAL. SUB - STERILE T1 261 EL[L RM. T1260 N RADIATION BARRIER PLAN 11� 3/16 = 1-01 "'r r Owl REFLECTED CEILING FLAN NEUJ 2' X 4' BLDG. STD. FLUOFRE5C'ENT LAY -IN LIGHT FIXTURE ." IIIII IIII NEUJ 2' X 2' BLDG. STp, FLUORESCENT LAY -IN LIGHT FIXTURE ! G EX15TING 2' X 4' BLDG. STD. FLUORESCENT LAY -IN LIGHT FIXTURE EXISTING 2' X 2' BLOC--, STD, FLUORESCENT LAG' -IN Llrl-+T FIXTURE RELOCATED ?'X 4' -E'�LDG_ STD. FLUORESCENT LAY -IN LIGHT FIXTURE RELOCATED TX 2' r5LDG. 5TD. FLUORESCENT LA'r -1N LIGHT FIXTURE I FXI5TING 2' X 4' 13LDr. STD. FLUOf?ESCEfdT FIXTURE TO E3E REHOVED/RELOCATE D EXISTING 2' X 2' ELDG, STD. FLUOFE5GENT FIXTURE TO BE REMOVED/RELOCATED (�""(�� EMERGENCY 2' X 4' BLDG. STp. FLUORESCENT i AY -IN LIGHT FIXTURE ON EMERr:ENCf EiALL5AT, rxC. TO VERIFY LOCATION OF EXISTING, COORD, lU/ �\RCNITECT RECESSED INCANOE5CENT DOWN LIGHT © TRACK LIGHTNIG SYSTEM n SINGLE POLE SWITCH * $ SINGI-E POLE SWITCH ON DIMMER THREE-WAY SWITCH ® NEW H.V.4.C. RETURN 411, GRILLE LJ H EXISTING NVA �- RETURN AIR (-;rRILLE )I F.D 10\/FEWRELOCATECa i.qr . RETURN 6FJL!-E ® NEW NV.A.G, aUFPL f F-EGISTER TO MATCH EXI`^TINC-; EXISTING I-{V.AC. SUFFL Y REGISTER? J REMOVEfD/REL OC.ATED f !.V.A.G. SUFFLY RE6f:3TER I� EXIT SI<_x 1. FR'.OVIDE DIRECTIONAL ARROWS ONLY lUl-IERE *I 4) THE SIGN IS NOT POSITIONED DIF,ECTL'r AF30\/E /W EXIT <� EXISTING 5PRINKLEF' HEAD !q EXISTING; SPRINKLER HEAC7 TO BE F?EMOVED xf -- 0 EXISTING SPRINCL.ER HEAD TO 5E RELOCATED Q NEUJ 5FF'll tr-LER HEAD GENERAL. NOTE6 CEILING REMOVE ALL EXISTING CEILING FIXTURES AND COMPONENTS i CLEAN AND REPAIR AND MAKE READY FOR REUSE IF REQUIRED IF EXISTING FIXTURES RENOVED ARE IN POOR CONDITION REPLACE WITH NEW FIXTURES. EXI5TIW-3 CEILING AND FIXTURES TO REMAIN UNL_E55 OTHERWISE NOTED PORTIONS OF CEILING REMAINING ARE TO BE 5ECURF-D )=SACK TO Q/ NEW CON'3TRUCTION/IUAL L5. ADJUST CEILING FIXTURE$ AND GRID TO NEW CONSTRUCTION_ REFER TO ELECTRICAL DRAWINGS FOR COMPLETE IDENTIFICATION LIST OF ALL CEILING COMPONENTS, AND EQUIPMENT, REFER TO INSTALLATION MANUALS FOR PROPER 5E(XENCING OF INSTALLATION. EX15TING CEILING AND FIXTURES TO REMAIN UNLE55 OTHERWISE NOTED INSTAL I NEW DRYWALL CEILING IN CONTROL ROOM, ALIGN UJ/ EXISTING, ADJUST CEILING FIXTURES TO NEW CONSTRUCTION. INSTALL 24" SOR, ACCESS PANELS AT BEST LOCATION WITH EXIST'G 05 FIXTURES AND TO OE3TAIN BEST ACCESS TO COMPONENTS INSTALL RECE55'0 INLAND. FIXTURES CENTERED ON CONTROL WINDOW rV AND OPENING, THEN SPACE EQUALLY WITH IN ROOM GENERAL NOTES - MILL WO ALL MILLWORK TO BE CONSTRUCTED OF 3/4' PLYUJOOD CONSTRUCTION WITH ALL EXPOSED 5UFJ=ACE5 AND RETURNS TO BE PLASTIC LAMINATE. ALL INTERIOR OF CABINETS, DOORS, AND DRAWERS TO BE WHITE MELAMINE LINING. ALL SHELVING TO BE ON RECE55ED STANDARDS AND CLIPS, GNAWER GLIDES TO RE FULL -EXTENSION TYPE, WITH STEEL BALL BEARINGS, 4' WIDE STAINLE$$ STEEL DRAWERS PUL L5 ALL MOUNTED HORIZONTALLY. ALL HINGES TO 13E CONCEALED. ALL CONSTRUCTION TO BE IN ACCORDANCE AND MEET AWI 5TANDARD5 FOR CUSTOM GRADE MILL WORK �JUNDER CABINET MONTEID LIGHT FIXTURES. SEE ENGINEERING DWGS. FOR SPEC- OPEN SHELF SPACES FOR BINDERS, MANUALS. 0 CLINICAL FLUSH SINK SEE ENG. DW352 C4) STAINLESS STEEL SINK WITH HOT AND COLD WATER. SEE ENG. ,�zar ��,��r; I'. M F- F- yrnan Davidson Dootcy, tric. 5201 W. Kennedy Blvd. Suite 501 Tampa, FL 33609 81:3.288,9299 t 813,288.8046 f Iddi-architects.com ATLAN`I'*A I ASHVILLE TAM PA FT. COLLINS A1AHCA CUMNTS. 8/19/04 CYSTOL OOY Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 Central Florida Regional Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 REFLECTED CEILING PLAN & RADIATION 304027 A102.dwc3 304' 027.00 RNC,COK RNC n as,' a ti ra AT DOG! STATION OPENIN< AT DOOR FR.4t✓I)=5 II Q. IX t� — q = U tS- O - -O� i c;a O ----U T'r'FIGAL CONTINUOUS UMFER GiUARD DETAIL N.T,S, NOTE - G,C, MAY BE RIQUI-RED TO GROUND EXPOSED ALUMINUM SUPPORTS FOR BUMPER GUARDS. C❑NF-IRM WITH ELECTRICAL ENGINEERS, = CAULK -TO MATCH VWC •a ..... (5U5111T TO DESIGNER FOR APPROVAL.) EXISTING - GYP. F3D. �. A -'""--TRIM CAP `• SHEET VINYL A i4 COVE FILLER EXISTING CONCRETE FLR. -rT,FICAL COVED SASE [DETAIL NEW DOOR TYPE 'A' SPECIFICATIONS NEW DOOR TO BE AS DIAGRAMED ABOVE WITH LEAD LINED SHEILDING IN DOOR, VIEW WINDOW AND IN r DOOR FRAME. LEAD LINING TO BE OF THE SAME - - EQUIVALENCE AS IN WALLS - 1.5 mm. LEAD LINING TO ta° BE INSTALLED IN ACCORDANCE WITH -- SPECIFICATIONS LISTED WITHIN PROJECT MANUALAND IN ACCORDANCE WITH CURRENT FLORIDA CONTROL OF RADIATION HAZARD REGULATIONS. ADJUST HARDWARE TO ACCOMMODATE ADDITIONAL WEIGHT OF MATERIALS. - cr -2 14, TYR NEW MOR-LEAD-LINED N,T,S I LAYER VISCUINE, USE HEAVIEST GAUGE ( C MIL5 THICK) SECURE TO STUD& -- -__ SEAL ALL JOINTS B PENETRATIONS WITH � F-2 �Th2 I =E3- P-2 NEW STORAGE_ T1271 } NEW `� OFFICE T1274 I � I \ LXI5 I INU s� SCRUB J It Lij NEW SOIL. WORKROOM �• g T1270 F_IA E3 -1 -- CHEMICAL HEAT WELD L OCATION5 (TYPICAL) NEW CLEAN RM. CORR. T1269 11275 DARK X-RAY X-RAY R#2 ul M NEW DOOR SPECIFICATIONS NEW DOOR TO BE AS DIAGRAMED WITH VIEW WINDOW HOLLOW METAL DOOR FRAME. SOLID CORE WOOD DOOORS WITH PLASTIC LAMINATE MATCH TYPIC< FINISH TO MATCH EXISTING DOORS ALONG VIEW LIGHT CORRIDORS. PAINT FRAMES TO MATCH INTERIOR SIZE EXIST FACILITTY ROOM COLOR PALETTE, PAINT CORRIDOR SIDE OF DOORS TO MATCH EXISTING FACILITY CORRIDOR OPTIONAL COLOR PALETTE. PROVIDE 1-1/2 PR DOOR HINGES, ADA APPROV CLOSERS, SILENCERS, DOOR STOPS, AND HANDLANDL EVER HE APPROPRIATE LEVER OR KNOB (ADA APPROVED) FOR DOOR FUNCTION. PROVIDE ASTRAGAL FOR DOUBLE DOORS. PROVIDE 3/4 HOUR RATED DOORS FOR DOOR #1271 pROVIDE 20 MIN RATED DOORS FOR DOORS # 1268, 1270, 1274 TYR NDd DOORS 3'-0" III NEW DOOR # 1274 20 MIN. RATED DOOR REQUIRED MATCH TYPICAL VIEW LIGHT SIZE 4 STYLE ALONG SURGICAL CORRIDOR ALTERNATE BID 02 REUSE EXI5TING RATED DOORS FROM PREVIOUS PROJECT PROVIDED THEY MEET CODE REQUIRI`IENTS U L � - EXISTING SCRUB-� CHEMICA HEAT WE D COLORED HEAT LOCAT N5 WELDING ETR (T7P AL) LOCATIONSD AROUND ALL CIRCL E5 (TYP.) SUB- \ STERIL ox QUAI" EOU4 (CENTER MIDI L.E CIRCLE AND RE AND 5OUARE IN 50TH DICTIO �E'T UNIT5 ON 5A AND IN5TA!_L.I CONT. E3A5E AR UND UNITS NEW CYSTOLOGY T1268 FLOHR FINISH PLAN 3/160 = 1'-0" i--- Y.011 - 1211 �- a _n NEW DOOR # 1271 3/4 HOUR DOOR REQUIRED ELEC. RM. T1266 (�t� NMI r NEW DOOR It 1270 3/4 HOUR DOOR REQUIRED ARCHITECTURE `f''try` PLANNING I INTERIOR DESIGN `:1 >tihtmr�l. FINISH NOTES F-I REMOVE EX13TING FLOORING AND BASE MATERIEALS THROUGHOUT. PREP EX15TING FLOOR TO RECEIVE NEW FLOORING AND COVED BASE MANNINGTON FLOORING, 5105PEC, COMPOSED OF THREE COLORS. COLOR 01 MANNINGTON, B10$PEC, COLOR Y TBD FIELD A3 DIAGRAMED AF30VE COLOR 02 MANNINGTON, 5IO5PEG, COLOR " TBD ACCENT AS DIAGRAMED ABOVE COLOR 02 MANNINGTON, 5105PEC, COLOR r TBD ACCENT AS DIAGRAMED A13OVE G.C. TO SUBMIT SEAMING DIAGRAM FOR ALL SHEET VINYL FLOORING PRIOR TO ORDERING MATERIAL. FAILURE TO INSTALL FLOORING A$ DIAGRAMED IN DRAWING SHOWN WILL RESULT IN REJECTION OF INSTALLATION, REPLACEMENT COSTS WILL BE SOLE RESPONSIBILITY OF G.C. F-2 EXISTING FLOORING TO REMAIN. CLEAN THOROUGHLY PRIOR TO OCCUPANCY POF RENOVATED SPACE. CUT AND PATCH WITH MATERIAL TO MATCH AT NEWLY RENOVATED AREAS. IF PRODUCT S NO LONGER AVAILAF3LE, THEN ALTERNATE PRODUCT WILL BE SELECTED AND A TRANSITION PATTERN DESIGNED. F-3 COLLINS AND AIKMAN CARPET, STYLE AND COLOR TO BE DETERMINED. G. G. TO PROVIDE AN ALLOWANCE OF i35.00/ LYD INSTALLED, WITH ACTUAL QUOTE TO BE PREPARED. INSTALL AT ALL TRANSITION STRIP BETWEEN TWO DIFFERENT TYPES OF MATERIALS, CENTER IN DOOR OPENING. MUST BE ADA APPROVED TRANSITION STRIP, COLOR TO BE DETERMINED 5-1 COVE F3ASE TO 0" HIGH ALONG WALL5 MANNINGTON FLOORING, BIOSPEC, COLOR » TBD 5-2 EXISITNG BASE TO REMAIN, TIE INTO NEW OR COORDINATE TRANSITION. 5-3 4' H VINYL/RUBBER BASE, ROPPE, CONTINUOUS ROLL GOODS COVED F3ASE, COLOR TPO BE SELECTED P-1 ALL WALLS AND COLUMNS TO 13E PAINTED: DEVOE REYNOLDS COLOR N TO BE DETERMINED P-2 ALL WALLS AND COLUMNS TO BE PAINTED: DEVOE REYNOLDS COLOR " TO BE DETERMINED P-3 ALL DOOR FRAMES TO BE PAINTED : DEVOE REYNOLDS COLOR " TO BE DETERMINED MW-1 ALL MILLWORC UNITS PLASTIC LAMINATE: COLOR TO BE DETERMINED 50LIP SURFACE COUNTERTOP/TRIM: COLOR TO BE DETERMINED C6-1 WALL 13UMPER GUARD SYSTEM: KOROGARD - 13200 SERIES RETAINER TO BF ALUMINUM FINISH, BUMPER COLOR: T B D INSTALL AT HEIGHTS INDICATED ON PLANS P-4 ALL WALLS ALONG SURWCAL CORRIDOR TO BE PAINTED: TO MATCH EX15ITNG FINISH COLOR AREA TO BE PAINTED WILL NEED TO BE CONFIRMED WITH FACILITY ETR ALL FINISHES TO REMAIN AS 15 ELAN pE,5 IGrNAT I ONE SEAL ANY OPENED DUCTWORK VISC.2UIN (& MIL TH) AND EXISTINCz SECURE WITH SUSPENDED DUCT TAPI= \ ----- CONTINUOUS CAULK DUCT TAPE GRID AND �\ CEILING TILE BETWEEN CEILING INSTALL NEW EXISTING SYSTEM `\ EXISTING, \ 5Uef=ENDED SUSPENDED CHANNEL 4 EXISTING 5/3" TH G-,YP.BRD. . GRID AND UNDERSIDE OF STRUCTURE ONE LAYER, ON CONTINUOUS CAULK GRID AND CONTINUOL15 CAULK GRII;) AND TILE~ MTL. STUD FRAMEWK. i BETWEEN GYP. BRD. CFILING CEILING, TILE - 5Y5TEM STUDS AT IG O-C.- 5YSTEM -- BETWEEN GELLING ADJUST FRMWK. TO CEILING AND METAL \ I LAYER 5/S" TN CEILING TRACK TYPE 'X' GYP'. BD. CHANNEL 4 EXISTING \ FIRE RETARDANT FIT AROUND STEEL I LAYER 5/0" TH UNDERSIDE OF STRUCTURE ONE LAYER TYPE r - --- CONT. CORNER BEAD LEAD LINED GYP. BD. Bp WEEK CE I-NGK EACH SIDE /I Yfi$b 1, WOOD NAILER 'X' GYP. BD.,EACH 1 OR 1 LAYER OF LEAD CHA14NPL 4 EXISTING SOUND GATT i SIDE, TAPE, MUD, ONE LAYER 5/a" - =_ / SHEET GOODS PLAc-!D ~- UNDERSIDE OF STRUCTURE INSULATION ---- --f PROVIDE CEILING UNDFR51PF OF DROPPED ATOP EXISTING•s FACE FOR NEW WALLS ONLY _CHANNEL , CONTINUOUS, ALL JOINTS, DO NOT SAND CxYP. PD. T' rc,r AF.F, AT DOCUMENTATION OF WALL, W/ 1 LAYER--- --_-f 3-5/S" METAL TO SUPPORT CUT TILES. PAINT OCCUPIED SIDE STATIONS ONLY, ALLOW GLO55 WHITE �,,,, 5/8 CsYPBD., REFER TO \ STUDS I� O.G. - G.C. TO REPLACE CUT 2 1/. METAL 31 DEEP RADIO PHYSICIST INFO. PROVIDE CEILING TILFS WITH NEW TO MATCH STUDS m 1'-4" O.C-- i-- (DROPPED SOFFIT ONLY WHERE ..GNANNFL , CONTINUOUS, 3-5/5" MTL. TACK5---_� EXISTING, WHEN COMPLETE 3-5 SECURE TO EXISTING /S" METAL INDICATED N FLOOR PLANS) 2 1/2"" METAL TO SUPPORT CUT TILE$. R---- \ STUDS •W 1Fo" O.C. — 6TUD5 `w Imo" O.C. --- G.C. TO REPLACE CUT ~, 2 1/2" MTL. TRACKS -- -_.,- TILES WITH NEW TO MATCH FLOOR 2-3-5/0" MTL. TRACK5E _ SOUND GCONT. COPED BASE, GATT SECURE TO EXISTINCx 2 1/2" MTL. TRACKS -� EXISTING, WHEN COMPLETE FINISHED ROOM SIDE CORRIDOR SIDE SECURTO EXISTING `r INSULATION FLOOR �- ___----- SECURE TO EXISTING FLOOR 5FF DETAIL FLOOR WORK AREA 51DE CORRIDOR SIDE FIN15HED ROOM 51DE\ CORRIDOR SIDE TYFz' I CAL 1- -;.. ' .- .:. ; .: w.: . •.• .;- �• :, , •: - -'- ;.:.._. � � UL DESIGN NUMBER U495 T���O i �A�-r 1=3,4�:i�1�� fi�,4�'TITION � T'`'�i�IG,4L. INT�i�IC7l't' P,4i�TITION NON--i:,4TED/ NO LEAD1_..ININr-: 2 TYF=IG,4L. �.EAP-l.....INEF-) F',4�TITION UF(:2;R4DE EXIST � 'C; FAF�,>TITION TO 1-NR R,4TED PARTITION qati a ?' y 1a r„ u 0 sd+� rr � i 4��rrry Z Lyman Qz< rC,r '� Dvidson Dooley, Inc. ;xl,� 5201 W. Kennedy Blvd. Q ai1 Suite 501 _) Tampa, FL 33609 2?;a uqr sr 813.288.9299 t ,t u�rrx`'I 813.288.8046 f nx(r y,,t Fi L E1y. Iddi-architects.com ATL.AN-fA 3iPn,+E`'rr NASHVILLE w'`y th; TAMPA FT. COLLINS AHCA CMMNTS 8119/04 7-1 a: r-v a .t �t m N 7 ;i u #` �y q 0 WLwe *� 0 Z� —arr , �3� moo•. z ,5 t.F j,y'$ �� icy 1 ■ , O {V p ct.-j ,f. C■ ■�Gd■ o p f tn7 zc .J W aLL �lYAIn1 F r k� rtkx�ry '4'�� Z �r�it; �� K �11-r 0'y E. . . . . . . . . . . . .Ei s ,(for■�J\ w W��f+i O n n�i y a'rl if °' frttr s`r� r y _0 G4yb w rr 4�� t t la�lr 7 9 c t�r�t�+t�� U f- fd r} ry ,�.d}, d � + I � U 't v 'Lrajv°:I C3 F1` r1U a w oy�,rtr r CYSTOLOGY W ,ai i , central Florida Ir'S�'xkzt f` Regional ,I (Y H pltal 0,*"; �r..'tirc 1401 West Seminole Blvd. r, ... ,t,Ike :y3},4 fi Sanford, Florida 32771 %'S�a 'axtst a Central Florida p"�' Regional �s s�`�'" r y�: s Hospital 0„" °2 rn t� J �° 1401 West Seminole Blvd. 0 t Sanford, Florida 32771 e r Y >.+y� U31n� x� i Zb FINISH PLAN r��a t 4� w �r{�'� j rt,a & FINISH SCHEDULE & FINISH DETAILS F��"�' t ,; 304027_A103.dwg w, OxTr 304027.00 m �,s RNC,COK s, �:� RNC �F Fri Z � j,yl `"s 7/20/04 E Ed 1 _i_ f_-_ ✓ \_l -- `ti o I I f -.HEPA FILTERED__--__ _} AIR FROM AC-3 ) -::: / I I I _ C Ttr AREA OF WORK -- I� 0l — / -i ---- I '� I I I I � / / �i 14� -I���;I 1 ILI 34x24 L rL .� / / I / I I 18x8 - - - - ! - - - - - - - - -� - 40 -- �J- lam--_- -(�y0 249� -- I I 18b�_ ----- I �J I I �M. 1 I 36x10 ----- I II I� I_f --- -1__-_r�\ I -- I� -- \ 120X10 I _ 024x8- �.._ _ - - - I 1" _ I _ � � I I ____.__._.....___._---• _I. ! �- - -�-_ __ �-'r= ��� /_}i 1 � � � - - -- .�.I i1 I i _._ j " r i I y r T I x I I x x._.L oN I co cv r� --�, I I �; [ [-] IT) i 11IC111 `� __l I_ - I I r I M I � L__ - J-- --J 1 � I I I _ � � I I L-- _ V I---' — — — — — — — — — — — � � � 1 ( ( I I � {- � I I � I--1� confrnl I _� �_-- � I � � \{� �j/ op I I._. _. .. I I x _____.___. __ T '1 r00 CD 1 r-== Ii ` , �i 4X10' �` 4-� f _ — . I _ _ _l_ I � — I �. �-:-:u -.- � I�'� I I i ,� a� I t ! I I /F /'I'll j� �I / �... > i ( I I I X I i III I II L> J I II I II -� II II L>4-f II I \ I _=_J -J.L1`------- I �IJ _ _. o o U P TO EF-8 i-'~ —-------- N ' ! ( 1___..__ __1 4X Wi_.___.__.________ I UP TO EF-? L�J GENERAL NOTES 1, PROVIDE PRELIMINARY AIRFLOW TEST FOR EXISTING AC-3 PROVIDING AIR TO THE SPACE. INCLUDE SUPPLY, RETURN, AND MINIMUM O.A. CFM (NOTE: UNIT ORIGINALLY INSTALLED WITH ECONOMIZER) REPORT ANY AIR FLOW OR EQUIPMENT PROBLEMS IMMEDIATELY. 2. UTILIZE EXISTING EXHAUST SYSTEMS TO MAINTAIN NEGATIVE ROOM RELATIVE PRESSURE IN THE AREAS OF WORK. PROVIDE FILTER MEDIA OVER ALL INTAKE DEVICES. SIGNIFICANTLY REDUCE OR ELIMINATE SUPPLY AIR TO THE AREAS OF WORK TO MAINTAIN A ROOM RELATIVE NEGATIVE PRESSURE OF 0.02 INCHES OF WATER COLUMN WITH RESPECT TO THE SURROUNDING AREAS. IF NEGATIVE PRESSURE CANNOT BE MAINTAINED PROVIDE ADDITIONAL NEGATIVE AIR MACHINES TO FILTER AND EXHAUST THE AREAS OF WORK. PROVIDE APPROPRIATE RANGE MAGNAHELIC GAGES AT ENTRANCE TO AREAS OF WORK TO VERIFY NEGATIVE PRESSURE. MECHANICAL DEMOLITI0N PLAN 1/4" = 1'-0' DEMOLITION NOTES O PRELIMINARY TEST POINT O2 EXISTING CONSTANT VOLUME BOX TO BE MOVED IN NEW WORK. �3 CAP AND SEAL AIRTIGHT ® CAP AND SEAL AIRTIGHT ABOVE, CEILING 5� EXISTING CONSTANT VOLUME BOX TO BE REUSED. i I- h, 01 PENIiNSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAELISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.246.1e88 • EB 3089 0 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, JOB # arrangements, methods or plans shall be used by or disclosed to any person, firm or 04102 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. d W J LO z Q 0 W z 0 U) W J W z W W ft1 J J Q F- U W 0 IY a to D W m 0 I- 0 z U) a z I 0 i- 0 z 0 W I- 0 Q 0 W J IL 0 W (L a lu I•- U) z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc, z�'I Jose A. Marques, PE, FL Reg. No. 37313 N 0 m D Z W o Q J � O F- W (1) �W/ LL FL oco W W 0 ( EL O a _! o O z o I_ W cM �^^ 04 VJ W UW � Z CYSTOLOGY J Central Florida IL Regional W ID Hospital O 1401 West Seminole Blvd. () Sanford, Florida 32771 F— Z Central Florida W Regional J Hospital U , 1401 West Seminole Blvd. Sanford, Florida 32771 W W MECHANICAL CL DEMOLITION Z) PLAN 0 ID Z H 304027.00 0 JHM W JCM (� F- U) M201 Q U 7/21 /04 = Q I 1 ARCHITECTURE PLANNING INTERIOR DESIGN M MR GENERAL NOTES 1. SCOPE OF WORK — THIS PROJECT RELOCATES AN EXISTING CYSTO O.R. TO AN EXISTING O.R. AND PROVIDES NEW G.E. EQUIPMENT. THE EXISTING CYSTO O.R. AND STORAGE WILL BE CONVERTED TO STORAGE AND A NEW OFFICE. EXISTING HVAC SYSTEMS WILL BE REUSED WITH AIR BALANCE MODIFICATIONS TO ACCOMMODATE NEW USES. O.R. CEILING DIFFUSERS IN THE NEW CYSTO O.R. WILL BE CLEANED, REUSED AND REBALANCED. 2. PROVIDE DAMPERS IN NEW DUCTWORK AS WELL AS OLD WHERE REQUIRED TO ALLOW SYSTEM BALANCING. 3. PROVIDE AIR BALANCE REPORT FOR AC-3 PROVIDING AIR TO THE SPACE. INCLUDE SUPPLY, RETURN, AND MINIMUM O.A. CFM. STANDARDS AND DESIGN MATERIALS FLORIDA BUILDING CODE, 2001. FLORIDA FIRE PREVENTION CODE, 2001. FLORIDA BUILDING CODE — MECHANICAL 2001 FLORIDA BUILDING CODE — PLUMBING, 2001 NFPA 13 1999 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION, STATE OF FLORIDA LATEST EDITION. FUNDAMENTAL VOLUME, ASHRAE 1996 LOW PRESSURE DUCT CONSTRUCTION STANDARDS, SMACNA 1986. HEALTH CARE FACILITIES NFPA 99, 1993, 2001 HOSPITAL AND HEALTH CARE FACILITIES (AIA) NORTH AP RENOVATIEN PLAN - MECHANICAL 1/4' = 1'-00 HM A.C. LEGEND ® SUPPLY DIFFUSER END CAP EXISTING SUPPLY DIFFUSER TO NEW THERMOSTAT ® RETURN GRILLE POINT OF CONNECTION (EXISTING TO NEW) EXISTING RETURN GRILLE SD DUCT SMOKE DETECTOR ® EXHAUST GRILLE < FIRESTAT EXISTING EXHAUST GRILLE (-- AIR FLOW SIDEWALL GRILLE OR LOUVER (SHOW THROW) FD NEW FIRE DAMPER A CFM DIFFUSER DESIGNATION FD 1 EXIST, FIRE DAMPER TYPE EQUIPMENT TAG F/SD CFM NEW FIRE/SMOKE DAMPER ® EXHAUST FAN ON ROOF F/SD 1 EXIST. FIRE/SMOKE DAMPER �r--� EXISTING DUCTWORK TO REMAIN DEMO EXISTING DUCTWORK (0) NEUTRAL ROOM PRESSURE (HATCH DENOTES REMOVAL WORK) (+) POSITIVE ROOM PRESSURE -----� NEW DUCTWORK (—) NEUTRAL ROOM PRESSURE KEY NOTES C1 RELOCATE CONSTANT VOLUME BOX, REHEAT PIPING, AND CONTROL VALVES. EXISTING BOX TO BE MOVED TO ALLOW INSTALLATION OF NEW CORRIDOR WALL FOR THE NEW SOILED WORK ROOM. O2 EXISTING LOW WALL EXHAUST REGISTER. O3 REBALANCE TO CFM OBTAINED IN PRELIMINARY AIRFLOW TEST. ® REPAIR FIREWALL WHERE DUCT WAS REMOVED O INSPECT EXISTING CONSTANT VOLUME BOX, CLEAN, CALIBRATE, REBALANCE AND VERIFY PROPER OPERATION ® EXISTING THERMOSTAT. REINSTALL AND MOUNT 48" A.F.F. REPAIR OPENINGS, VERIFY PROPER CALIBRATION AND OPERATION. O7 NEW THERMOSTAT TO BE INSTALLED 48" A.F.F. ® NEW 24x24 MILCOR ACCESS DOOR. COORDINATE FINAL LOCATION WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS. 01 AIR BALANCE CYSTO O.R. — REQUIRED AIR FLOW (15 ACH) — 1075 CFM ACTUAL SUPPLY CFM — 2040 CFM ACTUAL EXHAUST CFM - 1880 CFM CLEAN STORAGE — REQUIRED AIR FLOW (4 ACH) — 185 CFM ACTUAL SUPPLY CFM — 420 CFM ACTUAL EXHAUST CFM — 270 CFM OFFICE — REQUIRED AIR FLOW (6 ACH) — N/A CFM ACTUAL SUPPLY CFM — 210 CFM ACTUAL EXHAUST CFM — 210 CFM SOILED WORK — REQUIRED AIR FLOW (10 ACH) — 120 CFM ACTUAL SUPPLY CFM — 100 CFM ACTUAL EXHAUST CFM — 175 CFM PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAIELJSHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 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, JOB# arrangements, methods or plans shall be used by or disclosed to any person, firm or 04102 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. z 0 U) Q 0 z Q J 0 W Z 0 IL D 0 W NZ LL W I W M 0 W 0 n. rr 0 U Z } W J 0 0 0 z 0 N 0 oil Lyman Davidson Dooley, Inc. Jose A. Marques, PE, FL Reg. No. 37313 C14 O rN� 1..V MW W5 L Z) Z W o W �� U) OF00 — �CO W � W U- U LL W W Cr O0 o oZ 0 W N U) � m UW Z CYSTOLOGY J Central Florida � Regional W Hospital Q 1401 West Seminole Blvd. (� Sanford, Florida 32771 Central Florida w Regional -J Hospital v 1401 West Seminole Blvd. Sanford, Florida 32771 W W MECHANICAL Q� RENOVATION PLAN Z Fa- 304027.00 JHM W JCM 0 M301 Q a U _ 7/21 /04 Q ARCHITECTURE PLANNING INTERIOR DESIGN 01 BRANCH DUCT x PIVOT DAMPER E `'j (VD) U) w QUADRANT BEARING ---may ,� LOCKING LEVER TRUNK DUCT ANGULAR TAP COLLAR AIR FLOW(SUPPLY) AIR FLOW(RE,�TURN/EXHAUST) SUPPLY RETURN AND EXHAUST BRANCH DUCTWORK DETAIL SCALE NOT TO SCALE HIGH PRESSURE DUCT MIN. R-8 INSULATION FASTENERS MAY BE OMITTED IF HANGER LOOPS UNDER DUCT. #8 WIRE OR 1 1/2" MIN. STRAP HANGER�� SPIN -IN COLLAR SEAL ALL JOINTS. DUCT RIGID DUCT FASTENER HANGER (TYP.) 1 1/2" MIN. SUPPORT STRAP 18" MAX. FROM DEVICE. FASTENERS NOT PERMITTED TO PENETRATE EXHAUST OR DRYER VENT DUCTS. RIGID RECTANGULAR DUCT OUND DUCT INSTALLATION INSTRUCTIONS - VERTICAL 1 1/2 HOUR U.L. CLASSIFIED GALVANIZED OR STAINLESS STEEL CURTAIN TYPE IBD FIRE DAMPERS SINGLE OR MULTIPLE SECTION NOTES: 1. OPENING IN WALL SHALL BE A MINIMUM 1/8" PER FOOT LARGER THAN OVERALL SIZE OF DAMPER AND SLEEVE ASSEMBLY FOR GALVANIZED STEEL DAMPERS AND A MINIMUM 3/16" PER FOOT FOR STAINLESS STEEL DAMPERS, MAXIMUM OPENING NOT TO EXCEED 1/8" PER FOOT PLUS ONE INCH FOR GALVANIZED STEEL DAMPERS AND 3/16" PER FOOT PLUS ONE INCH FOR STAINLESS STEEL DAMPERS. OPENING SHALL NOT BE LESS THAN 1/4" LARGER FOR ANY SIZE DAMPER AND SLEEVE ASSEMBLY. 2. SLEEVE GAGE SHALL BE AT LEAST EQUAL TO THE GAGE OF THE DUCT AS DEFINED BY THE APPROPRIATE SMACNA DUCT CONSTRUCTION STANDARD AND DESCRIBED INNFPA 90A WHEN ONE OR MORE OF THE FOLLOWING DUCT -SLEEVE CONNEC11ONS ARE USED (PLAIN ' S SLIP, HEMMED S SLIP, STANDING S SLIP, REINFORCED STANDING S" SLIP, INSIDE SLIP JOINT, AND DOUBLE "S" SLIP.) 3. IF ANY OTHER DUCT -SLEEVE CONNECTIONS ARE USED, SLEEVE SHALL BE MINIMUM OF 16 GAGE FOR DAMPERS UP TO 36" W X 24" H AND 14 GAGE IF DAMPER WIDTH EXCEEDS 36" OR HEIGHT EXCEEDS 24". 4. MOUNTING ANGLES SHALL BE MINIMUM OF 1-1/2" X 1-1/2" X 14 GAGE AND FASTENED WITH #10 BOLTS OR SCREWS, 1/2" LG. WELDS, OR 3/16" RIVETS TO SLEEVE AT A MAXIMUM SPACING OF 6" FOR STAINLESS STEEL AND 12" FOR GALVANIZED WITH A MINIMUM OF TWO CONNECTIONS IN EACH SIDE, TOP AND BOTTOM (SEE ILLUSTRATION). MOUNTING ANGLES FOR GALVANIZED DAMPERS 50" W X 60" H OR 60" W X 50" H AND LESS CAN BE A MINIMUM OF 1-1/2'-,X 1-1/2" X 16 GAGE. -MAXIMUM FASTENER SPACING FOR 16 GAGE MOUNTING ANGLES IS 12" CENTER TO CENTER FOR VERTICAL INSTALLATION. MOUNTING ANGLES SHALL OVERLAP WALL A MINIMUM OF ONE INCH, 5. WHEN MULTIPLE DAMPER ASSEMBLIES ARE JOINED OR FASTENING DAMPER TO SLEEVE, DAMPERS SHALL BE FASTENED WITH NO. 10 BOLT OR SCREWS, 3/16" RIVET OR 1/2" LG. WELD STAGGERED INTERMITTENTLY, AND SPACED 12" MAXIMUM C-C FOR GALVANIZED AND 6" MAXIMUM C-C FOR STAINLESS STEEL. 6"MAX. NOTE 5 2"MAX. STAINLESS STEEL DAMPERS z I I O O U 1= w ¢ m Z w J U 0 U V CS U Ld SEE NOTE 5 12"MAX. 2"MAX. GALVANIZED DAMPERS These hetructims comply wAh Underw ilm Laboratories Safety Standards 555 and We. UL F% No. 115" p SEE DETAILS ON UL UL CLASSIFICATION MARKING ON ENCLOSED PRODUCT NOTE: THIS DETAIL HAS BEEN REPRODUCED FROM MANUFACTURERS PUBLISHED DATA FOR INFORMATION PURPOSES ONLY. WHERE DISCREPANCY EXISTS MANUFACTURERS DATA SHEET SHALL GOVERN. RIGID R DUCTWORK SUPPORT DETAILS NOT TO SCALE U v v w �Z o ¢ � z \cn w ,- V) 0 z N LO V) w Uj �- o >� Uj w Uj Jw to V VERTICAL 11/2-HOUR U.L. CLASSIFIED GALVANIZED OR STAINLESS _STEEL CURTAIN TYPE IBD FIRE DAMPERS SINGLE OR MULTIPLE SECTION SCALE: NONE SPIN -IN FITTING W/ AIR SCOOP AND VOLUME DAMPHANGER (TYP.) SEAL AIRTIGHT WITH GLASS FAB AND MASTIC iT/ SUPPO (TYPICAL) � STRAP SUPPORT I INSULATION DUCT7ANDHANGER GID DUCT SEAL AIRTIGHT AME CEILING DIFFUSER NOTE: PROVIDE TAPERED RECTANGULAR TO ROUND SIDE TAKEOFF FITTINGS WHERE DUCT DIMENSION DOES NOT PERMIT CONICAL FITTING. LAY -IN CEILING DIFFUSER DETAIL NOT TO SCALE RETURN/EXHAUST DUCTWORK PAINT INTERIOR OF DUCT BLACK. USE NON -TOXIC PAINT AL TO NECK SIZE T-BAR RETURN/EXHAUST AIR (-CEILING DEVICE (SEE SCHEDULE) RETURN GRILLE DETAIL SCALE: NONE u b'Ld VOLUME DAMPER DIFFUSERS, REGISTERS AND GRILLES SCHEDULE MARK TYPE MAX. NC LEVEL MAX. PD (IN. WG.) SIZE INCHES (Face/Neck) MATERIAL FINISH MANUFACTURER MODEL NUMBER REMARKS 0 LOUVERED FACE SUPPLY DIFFUSER 15 0.04 24"x24" 10"o STEEL WHITE TITUS TMS © RETURN/EXHAUST/TRANSFER REGISTER 25 0.073 24"x24"/22"x22" _STEEL _WHITE TITUS 50F - © SUPPLY DIFFUSER 20 0,089 12"x12"/10"x1.0" STEEL WHITE TITUS TDC - 0 RETURN/EXHAUST/TRANSFER REGISTER 25 0,095 12%12"/1 0"A 0" STEEL WHITE TITUS 50F - NOTES: 1. ALL HVAC DUCTWORK, UNITS, REGISTERS, GRILLES AND EXHAUST FANS SHALL BE SECURELY SUPPORTED FROM THE STRUCTURAL MEMBERS AND NOT FROM THE ACOUSTICAL TILE CEILING. 2. ALL SUPPLY AIR DIFFUSERS ARE TO BE FOUR WAY THROW UNLESS OTHERWISE INDICATED ON THE FLOOR PLAN. 3. PROVIDE "F" WITH THE 38' DEFLECTION BLADES ALONG SHORT DIMENSION, IN FRONT, AND INSTALLED IN SIDEWALL WITH BLADES ANGLING DOWN. HVAC GENERAL NOTES 1. CODES AND STANDARDS: THE ENTIRE SYSTEM AND ALL COMPONENTS LISTED HEREIN SHALL MEET ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES, FLORIDA BUILDING CODE, 2001 FLORIDA FIRE PREVENTION CODE, 2001 FLORIDA BUILDING CODE - MECHANICAL, 2001 FLORIDA BUILDING CODE - PLUMBING, 2001 NFPA 13 1999 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION STANDARDS, STATE OF FLORIDA LATEST EDITION. FUNDAMENTAL VOLUME, ASHRAE 1996 LOW PRESSURE DUCT CONSTRUCTION STANDARDS, SMACNA 1986. HEALTH CARE FACILITIES NFPA 99, 1999. CHAPTER 59 A-3 F.A.C. (REVISED JULY 1997) 2, FURNISH ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE RENOVATION OF EXISTING MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATION, AIR CONDITIONING, PLUMBING AND MISCELLANEOUS SYSTEMS .AS INDICATE ON THE DESIGN DRAWINGS AND AS OUTLINED IN THE SPECIFICATIONS. 3. THE ENTIRE SYSTEM AND ALL COMPONENTS SHALL HEREIN MEET ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT 4. ALL EQUIPMENT, ETC., UNLESS OTHERWISE NOTED, SHALL BE NEW AND OF THE BEST QUALITY, FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS, 5. ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCE AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE 'TO COORDINATION DIFFICULTIES OR INTERFERENCE BETWEEN INVOLVED TRADES. 6. EXISTING SYSTEMS SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND AVAILABLE RECORD DRAWINGS. THIS INFORMATION IS PARTIALLY UNVERIFIED. CONTRACTOR ASSUMES RESPONSIBILITY FOR FIELD VERIFICATION AND INVESTIGATION PRIOR TO SUBMITTING BID. DO NOT SCALE THESE PLANS. 7, LOW PRESSURE DUCTWORK SHALL BE GALVANIZED STEEL OF GAUGES CONFORMING TO LATEST EDITION OF SMACNA STANDARDS BASED ON 1" W.G. PRESSURE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. THE GALVANIZED DUCT COATING IS TO BE G-90. 8, ALL DIMENSIONS ARE INSIDE NET FREE AREA. 9. MECHANICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS PORTION OF THE WORK. 10. EXISTING DUCTWORK SHOWN IS FOR REFERENCE ONLY. VERIFY EXISTING LOCATIONS AND DUCT SIZES. 11. SIZE OF DUCT RUNOUT, TAP TO EQUAL DIFFUSER NECK SIZE. 12. ALL DUCT INSULATION SHALL COMPLY WITH FLORIDA MODEL ENERGY EFFICIENCY CODE. SHEETMETAL DUCT WILL INCLUDE 2" DUCT WRAP MIN. 13. ALL DUCT WORK SHALL BE SHEETMETAL. 14, MANUFACTURER SERVICE CLEARANCE FOR ALL EQUIPMENT SHALL BE MAINTAINED. 15, ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA OR FLORIDA MODEL EFFICIENCY CODE, WHICHEVER IS MORE STRICT. 16. INSPECT ALL SYSTEMS AND EQUIPMENT WITHIN THE AREA OF WORK TO DETERMINE FITNESS FOR OPERATION IN ACCORDANCE CONTRACTOR TO PROVIDE A FULLY OPERATIONAL FINISHED SYSTEM AS DESCRIBED. PATCH AND MAKE GOOD ALL LEAKS N EXISTING DUCT. SEAL LEAKS WITH MASTIC. REPAIR AS REQUIRED TO RESTORE VAPOR BARRIER AND INSULATION SYSTEM. 17, EXECUTION: COORDINATE AND SCHEDULE THE WORK WITH THE HOSPITAL TO MINIMIZE DISRUPTIONS TO THE NORMAL OPERATIONS AT THE BUILDING. 18. TEST AND BALANCE - TEST AND BALANCE SERVICES OF TEST AND BALANCE OF ORLANDO WILL BE PROVIDED BY INDEPENDANT AABC OR NEBB TEST AND BALANCE AGENCY. PROVIDE ANY ASSISTANCE REQUIRED BY THE TEST AND 'BALANCE AGENCY TO ACCOMPLISH THE WORK AND WORK REQUIRED BY THE CONTRACT DOCUMENTS 19. TESTING: PROVIDE PRELIMINARY TEST AIRFLOW REPORTS AT POINTS INDICATED OR NOTED ON THE DRAWINGS PRIOR TO BEGINNING WORK. REPORT ANY PROBLEMS TO THE ENGINEER FOR RESOLUTION PRIOR TO BEGINNING INSTALLATION. PROVIDE TEST AND BALANCE DURING PHASING TO PROVIDE NEGATIVE PRESSURE IN AREAS OF CONSTRUCTION. 20. FINAL TEST AND BALANCE: ADJUST THE AIR-CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOADS. 21. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS, 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 5. DRIVE TYPES, SIZES AND SPEED RANGE. 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. 7. PROVIDE WATER TESTING INCLUDING FLOW RATES, ENTERING AND LEAVING TEMPERATURE, OPERATING PRESSURE FOR ALL HOT WATER AND CHILLED WATER SYSTEMS. 22. ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. FINAL TEST AND BALANCE REPORT TO BE PROVIDED AT FINAL AHCA INSPECTION. 23. SPACE RELATIVE PRESSURE: ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WITH RESPECT TO NON -CONSTRUCTION AREAS. THIS MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS OR EXISTING EXHAUST DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINE DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT NON -CONSTRUCTION 'AREAS. SEE SHEET M-2 FOR NEGATIVE PRESSURE PLAN, Lyman Davidson Dooley, Inc. Jose A. Marques, PE, FL Reg. No. 37313 N O W m Z) Z = O W p u, 0 to O �-- �_ W/ LL F- I..L., W W CIL T_ F- o Q Z W M N 0- � m UW Z CYSTOLOGY J Central Florida Regional o Hospital O 1401 West Seminole Blvd. (� Sanford, Florida 32771 Central Florida W Regional - I Hospital U 1401 West Seminole Blvd. Sanford, Florida 32771 W W MECHANICAL (- DETAILS AND Z) 0 SCHEDULES Z H 304027.00 JHM W JCMM401 (� Fa- Q C) 7/21 /04 = ARCHITECTURE PLANNING INTERIOR DESIGN .. M FOR CONTINUATION SEE PARTIAL PLAN "A2" THIS SHEET ==J L l,,R S, i I i 1 4" COPP L I yiyt TO NEW ALARM ._. _ NEW 1/4" COPPER TUBING I TO NEW ALARM IIT;;1'i I i I EXISTING MEDICAL.._ 1 I GAS PIPING TO O.R.'S r II+ I I �I-Dom}--------------e►----- A--------� — --� FOR CONTINUATION SEE PLAN "Al" THIS SHEET PARTIAL. MED GAS PLAN 1/41 = 1'-0' GAS PIPING EXISTING MEDICAL 12 ,\ ` 4 iy__a o i I I GAS PIPING TO O.R.'S AREA OF WORK EXISTING MEDICAL —_GA_ S PIP. _ING._10j" `�_ 1I II Ii Ii ■ ■w■ ■! , :rK. S ■w ■■ ■■ ■■w� ■ ■ � ■■■ws ■ w — I I I I I I I I I I I I I I N2- 1 _ J ____.__._.__.___ _. __.__ ■ I----�----02---------------------------------I=+I-1--------------I�1}�-I----I-I-I—►�--02---------- _ _ I I 1 JI— ------��---•el-----V---------------------------------I1`�----------- tTfl-----I-I I----�rF---V------------t'_ ! I I I --------- `--------------------------FZ —I f ---- I------.►----N20---------IT II I I f i !' \ -pw- -- N20— .. . . I I I _ Kin 7.iiii iii iw EXISTING MEDICAL i i i i `� 13 GAS PIPING i j I w■�w ■ ■ w■■�w ■ ww•■ w ■ ■■ww ■ ■ ■■�wi■ ■ ■ �■wwi ■ ■ w�■� w ■ ■�� ■ ■ ■�w� ■ ■ wwiw■ ■ ■ we■s� ■ ■ ■w.� ■ ■ w■■w w ■ w■w■ w ■ s� ■ ■ wee■ w ■ ■■w� ■ ■ i■wai ■ i �■w■� w ■ wwiw■ ■ w ■■w�■ w ■ ■�wi ■ w aw■wi w ■ ■■i■�w ■ ■ www ■ i ■■w� ■ w ----------? J--------IT4 ----------� ---- ----- 1- I-----------Z c�------ ----- t`+I-----------Z ( - .T 1_27 MELICAL SAS DEMHLtTI0N/REN0VATIDN PLAN A1 1/41 = 11-0" SUB - DEMOLITION NOTES THE MEDICAL GAS CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF EXISTING MEDICAL GAS SYSTEMS AS REQUIRED TO PERFORM NEW WORK. ALL FIXTURES, PIPING TRIM AND MISCELLANEOUS DEBRIS SHALL BE TURNED OVER TO OWNERS REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. ALL PIPING FOR ITEMS TO BE REMOVED SHALL BE CAPPED IN A CONCEALED S LOCATION SUCH AS ABOVE CEILING AND BELOW FINISH FLOOR. PIPING SHALL BE CAPPED IN APPROVED CAPPING METHODS UTILIZING PIPE CAPS INTENDED FOR SUCH USE. ALL CAPS SHALL BE AIRTIGHT AND WATERTIGHT. MEDICAL GAS CONTRACTOR SHALL PROTECT THE STRUCTURE, FURNISHING, FINISHES AND ADJACENT MATERIALS NOT INDICATiCATED OR SCHEDULED TO BE REMOVED. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING PIPING BROKEN DURING CONSTRUCTION SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL. DEMOLITION/RENOVATION PLAN NOTES �1 REMOVE AND TURN OVER TO OWNER EXISTING CEILING MEDICAL GAS OUTLETS. O2 REMOVE AND TURN OVER TO OWNER EXISTING MEDICAL GAS ZONE VALVE BOX SERVING OR #5. �3 EXISTING CEILING MOUNTED MEDICAL GAS OUTLETS TO REMAIN. (2) VACUUM, (1) NITROGEN, (1) OXYGEN AND (1) NITROUS OXIDE. (TYPICAL OF 2 OUTLET GROUPS). MEDICAL GAS CONTRACTOR SHALL TEST EACH OUTLET AND IF THE OUTLET DOES NOT MEET THE REQUIREMENTS AS SET -FORTH IN GAS AND VACUUM SYSTEMS NFPA-99C, 1999 EDITION. HE SHALL REPLACE WITH NEW AND MATCH THE HOSPITAL STANDARDS. SEE MEDICAL GAS CONTRACTOR NOTE #1. ® EXISTING ZONE VALVE BOX LABELED OR #4 TO BE REMOVED. REPLACE WITH NEW QUAD ZONE VALVE AND BOX ASSEMBLY, LIKE BEACON MEDAES MODEL # 6-15402-00. 1 /2' OXYGEN, 1 /2- NITROUS OXIDE, 1 /2" NITROGEN AND 3/4' VACUUM. LABEL EACH GAS AND LABEL ZONE VALVE BOX TO READ CYSTOLOGY. O5 EXISTING MEDICAL GAS PIPING SERVING OR #5 TO BE REMOVED. © EXISTING MEDICAL GAS PIPING SERVING ZONE VALVE BOX LABELED OR #5 TO BE CAPPED. O7 EXISTING NITROGEN CONTROL PANEL TO REMAIN. ® EXISTING OXYGEN, VACUUM AND NITROUS OXIDE PIPING TO REMAIN. �g EXISTING NITROGEN PIPING TO REMAIN. 10 NEW 1 /2" NITROGEN PIPING. 11 EXISTING AREA ALARMS SERVING O.R. SUITE TO BE REMOVED AND TURNED OVER TO OWNER. 12 NEW AREA ALARM SERVING O.R. SUITE. PROVIDE MODULES FOR OXY, N20, N2 AND VACUUM, LABEL THIS AREA ALARM TO READ O.R. SUITE. ALARM TO BE LIKE BEACON MEDAES MODEL #0321—OA1—OXY, VACUUM, N20, N2, AIR AND SPARE. VERIFY EXACT LOCATION OF ALARM WITH HOSPITAL STAFF. 13 NEW SERVICE VALVES FOR THE MEDICAL GAS SYSTEMS. LABEL CEILING WITH GAS OUTLET TYPE AND LOCATION. LOCK VALVES OPEN. MEDICAL GAS CONTRACTOR NOTE: 1. LABEL ONE VACUUM OUTLET IN CYSTOLOGY T1268 AS AN WAGD OUTLET. COVER PLATE SHALL BE PURPLE AS TO MEET THE NFPA 99. 2. CONNECTION TO EXISTING MEDICAL GAS PIPING AS SHOWN ON DRAWINGS. ANY INTERRUPTION OF THE EXISTING SERVICES SHALL BE FULLY COORDINATED WITH THE OWNER IN ADVANCE, INTERRUPTION OF SERVICES SHALL NOT OCCUR WITHOUT APPROVAL OF THE OWNER. 3. DURING CONSTRUCTION, ANY SOFT COPPER PIPING OR 1/2" VACUUM PIPING SERVING THE MEDICAL GAS SYSTEMS FOR THE AREA IN THIS PROJECT SHALL BE REPLACED WITH PROPER COPPER PIPE OF ADEQUATE SIZING AND MEET NFPA-99 REQUIREMENTS. 4. UPON INSTALLATION OF THE MEDICAL GAS SYSTEM A CERTIFIED INDEPENDENT TESTING FACILITY. SHALL TEST THE PIPING SYSTEM AND ALARM SYSTEM IN ACCORDANCE WITH NFPA-99, 1999 EDITION, A DOCUMENT OF CERTIFICATION FROM THE CERTIFIED INDEPENDENT TESTING FACILITY SHALL BE SUPPLIED TO THE OWNER FOR RETENTION IN THE HOSPITAL'S PERMANENT RECORDS. A CERTIFIED COPY OF THE MEDICAL GAS TEST REPORT MUST BE AVAILABLE AT THE FINAL AHCA SURVEY. 5. PIPE AND TUBING SHALL BE LABELED TO INDICATE ITS GAS CONTENTS PER NFPA-99 REQUIREMENTS. 6. DURING THE PROGRESS OF WORK THE MEDICAL GAS CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE TO THE MEDICAL GAS SYSTEM, THE RECORD DRAWINGS SHALL SHOW, CHANGES, DIMENSIONS AND LOCATIONS OF ALL PIPING CHANGES SHALL BE DONE IN AUTOCAD RELEASE 14 OR ABOVE AND SUBMITTED TO THE OWNER AND GENERAL CONTRACTOR AT FINAL COMPLETION OF THIS PROJECT. MEDICAL GAS LEGEND SYMBOL ABBRV. DESCRIPTION M V EXISTING VACUUM OUTLET LK20 N20 EXISTING NITROGEN OXIDE OUTLET K 0 EXISTING OXYGEN OUTLET N2 N2 EXISTING NITROGEN OUTLET ----VAC---- VAC EXISTING VACUUM LINE ----N20---- N20 EXISTING NITROGEN OXIDE LINE -----0----- 0 EXISTING OXYGEN LINE -----N2 ---- N2 EXISTING NITROGEN LINE ----- A ---- A EXISTING AIR LINE N2 N2 NEW NITROGEN LINE E7.M EXISTING ZONE VALVE BOX ® NEAR AREA ALARM PANEL f/ EXISTING ED CAL GAS TO BE REMOVEDMEDICAL POINT OF CONNECTION F NEI PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAIELISHED IN 1977 2018 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 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, JOB t# arrangements, methods or plans shall be used by or disclosed to any person, firm or 04102 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. Q c� d 0 U in W L- U W 0 W 0 P. I- 0 L Lyman Davidson Dooley, Inc. 2004 ki/1 � `, Jose A. Marques, PE, FL Reg. No. 37313 N m Z) Z =� O W p u) U) O� G W 07 J �- FL L.L W W ❑ O V 0 0 ❑ O ^ z O 0 '`— W NN U ♦ 0— 0. W z CYSTOLOGY J Central Florida LL Regional W Hospital O 1401 West Seminole Blvd. (� Sanford, Florida 32771 Z Central Florida W Regional _J Hospital U 1401 West Seminole Blvd. Sanford, Florida 32771 W W MEDICAL GAS 0- DEMOLITION AND IZ RENOVATION PLAN 0 Q 304027.00 C/) DB W GJGP 1 '0 1 (� I" Q U 7/21 /04 = Q [IFFICEm I,. ;A.0 ( 11:3LE a 111 I , I , � I I I I I I I I I 3 I I I---- F---="---------F----- I TI---------�----------- -------------- ------- ---+-----------T----- 1 I I ■■■■■�■ !I'i ■■■� ■ ■ wiwww --■■■EM ■ ■ ■w■w ■ ■ WOMENI ■■ T-� -I ----►-- ---------- -------►------- ----AT ...� T I , I I I ■ __ ___ I I I I i i I ■ _ ■ I I I I I ■ NEW f ■ ■ I _ L■ ■ w■■w ■ w wwwew ■ w ■w■■ ■ ■ ■■ww ■ w ■w■■■ ■ ■ w®w ■ ■ e I ob 6 I r r�--------------------� I I AREA OF WORK I I I I ■ ■ ■ww■■ ■ ■ MOMMIN ■ ■ iwwsi ■ ■ ■■■w ■ ■ ■■■w ■ ■ MMMMM ■ ■ ®er■ ■ ■ ■■■w ■ ■ I MEMMM ■ ■Fr- ■■■� i w ■ ■■!■■� ■ ■ ■■■wll ■ ■ ■■ww w ■ ■ ■ ■ww■■ ■ ■ ■■■w■ ■ ■ ■■Iwl ■ ■ ww■■w ■ ■ ■wwww ■ ■ ■ ■ w■wrw ■ ■ wwwe■ ■ ■ EMEMM ■ ■ ws■w ■ ■ ■w■■w ■ ■ ■ ■ iwl■■ ■ ■ — C0 PR�._ ._7ri2!`?_.. I 1 I I --rF t==F-== rA7�� PLUMBING ffiffT L 1/4" = V-01 DEMOLITIDN/RENDVATION PLAN DEMOLITION NOTES DEMOLITION/RENOVATION PLAN NOTES THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF O EXISTING 8" SANITARY WASTE LINE. EXISTING PLUMBING SYSTEMS AS REQUIRED TO PERFORM NEW WORK. ALL FIXTURES, .PIPING TRIM AND MISCELLANEOUS DEBRIS SHALL BE TURNED OVER TO OWNERS REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE 2 O EXISTING 4" SANITARY WASTE LINE. DIRECTION OF THE OWNER'S REPRESENTATIVE. �3 EXISTING 6" FIRE, 2" COLD AND 1 1/2" HOT WATER LINES ABOVE CORRIDOR CEILING, ALL PIPING FOR ITEMS TO BE REMOVED SHALL BE CAPPED IN A CONCEALED ® EXISTING 1 1/2" COLD AND 3/4" HOT WATER ABOVE CEILING. TIE NEW 1 1/2" COLD LOCATION SUCH AS ABOVE CEILING AND BELOW FINISH FLOOR. PIPING SHALL BE CAPPED IN APPROVED CAPPING METHODS UTILIZING PIPE CAPS INTENDED FOR SUCH AND 3/4" HOT WATER FOR NEW S=1 AND S^2 AT THIS LOCATION. PROVIDE WITH USE. ALL CAPS SHALL BE AIRTIGHT AND WATERTIGHT, NEW BALL VALVES AND ACCESS PANEL. PLUMBING CONTRACTOR SHALL PROTECT THE STRUCTURE, FURNISHING, FINISHES AND NEW 3" SANITARY WASTE LINE UNDER CONCRETE SLAB. TiE NEW LINE INTO EXISTING. ADJACENT MATERIALS NOT INDICATICATED OR SCHEDULED TO BE REMOVED. IF THE INVERT AT THE EXISTING SANITARY IS NOT ADEQUATE FOR PROPER DRAINAGE, THE PLUMBING CONTRACTOR SHALL EXTEND NEW 3" SANITARY TO EXISTING 8" PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING PIPING SANITARY WASTE LINE LOCATED IN CORRIDOR T1275. BROKEN DURING CONSTRUCTION SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL. © EXISTING PLUMBING FIXTURES TO REMAIN. �7 REMOVE EXISTING FLOOR DRAIN AND CAP SANITARY PIPING BELOW CONCRETE SLAB. ® GE HEALTH CARE URO VIEW UNIT. PLUMBING CONTRACTOR TO VERIFY EXACT LOCATION OF FD-1 (FLUSH RIM FLOOR SINK) WITH EQUIPMENT CONTRACTOR. O9 NEW 3" SANITARY WASTE LINE UNDER CONCRETE SLAB. 10 NEW 1" CW ABOVE CYSTOLOGY T1268 CEILING TO CONCEALED FLUSH VALVE IN WALL. SEE DETAIL "AY, SHEET P301. Igo' 11 NEW 1"CW DOWN TO ZURN ZH6150AV CONCEALED IN WALL FLUSH VALVE WITH HYDRAULIC ACTUATOR. SEE DETAIL 1, SHEET P301. 12 NEW 3/4"CW UNDER SLAB FROM CONCEALED FLUSH VALVE TO ZURN ZN-300—ST THOROFLUSH FLUSHING RIM FLOOR SINK. SEE DEATIL 2, SHEET P301. 13 TIE NEW 1"CW INTO EXISTING. PROVIDE NEW BALL VALVE AND PROVIDE AND INSTALL ACCESS PANEL. t 1 14 EXISTING SCRUB SINK TO BE REMOVED. 3 15 PLUMBING CONTRACTOR TO TIE NEW "STERIS SYSTEM 1" STERILE PROCESSING SYSTEM INTO EXISTING DOMESTIC WATER, WATER AND VENT LINES OF PROPER SIZE PER MANUFACTURES RECOMMENDATIONS. PLUMBING LEGEND SYMBOL ABBRV. DESCRIPTION SAN SAN SANITARY WASTE - CW COLD WATER - - HW HOT WATER — - - - — HWR HOT WATER RETURN DIRECTION OF FLOW ----- V ----- V VENT LINE CC P-TRAP Qjx FD FLOOR DRAIN j F-- BALL VALVE (FULL PORT) E CAPPED PIPE Cam— RISER DOWN (ELBOW) a+-- RISER UP (ELBOW) +,F BRANCH — TOP CONNECTION BRANCH — BOTTOM CONNECTION J. BRANCH — SIDE CONNECTION POINT OF CONNEC11ON efi 0 PLUMBING GENERAL NOTES 1. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, LAWS, ORDINANCES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 2. PIPE ROUTING SHOWN ON THESE DRAWINGS IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER CLEARANCES. 3. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING AND BUILDING STRUCTURE. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS AND MOUNTING HEIGHTS FOR COMPLIANCE WITH FLORIDA BUILDING CODE ACCESSIBILITY REQUIREMENTS. FOR ALL OTHER FIXTURE MOUNTING HEIGHTS SEE PLUMBING FIXTURE SCHEDULE. 5. ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR ABOVE NON —ACCESSIBLE CEILINGS, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES, 6. ALL VALVES, WATER HAMMER ARRESTORS, CONTROLS AND CLEANOUTS CONCEALED WITHIN CHASES OR ABOVE NON —ACCESSIBLE CEILINGS SHALL HAVE 24 in. X 24 in. METAL ACCESS PANELS UNLESS INDICATED 'OTHERWISE ON DRAWINGS. PROVIDE UL 1 1/2 HOUR LABEL ACCESS PANELS IN 1 AND 2 HOUR CONSTRUCTION. 7. INSTALL SHUTOFF VALVES ON ALL WATER LINES IN THE FOLLOWING LOCATIONS: — ALL MAJOR BRANCH RUNS SUCH AS BRANCHES SERVING A FLOOR, WING, OR A MAJOR SECTION OF BUILDING. — ALL EQUIPMENT CONNECTIONS. — OTHER LOCATIONS AS MAY BE INDICATED ON DRAWINGS. 8. PLUMBING CONTRACTOR SHALL PROVIDE VALVE DIRECTORY WITH A TAG SCHEDULE SHOWING LOCATION OF EACH VALVE, TYPE, NUMBER, MANUFACTURER, FUNCTION AND ALL OPERATING POSITIONS. 9. PLUMBING CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL PIPES PASSING THROUGH FLOORS, WALLS AND CEILINGS, EXTEND SLEEVES 2" in. ABOVE FLOORS. MAKE ALL SLEEVES FLUSH WITH WALLS AND CEILINGS. CONTRACTOR SHALL FIRE STOP ALL PENETRATIONS OF RATED WALLS, CEILINGS, ETC„ INCLUDING ROOF, FLASH AND COUNTER FLASH ALL ROOF PENETRATIONS, 10, PLUMBING CONTRACTOR SHALL PROVIDE CHROME PLATED HINGED ESCUTCHEON WITH SET SCREWS AT EACH EXPOSED PIPE PASSING THROUGH A WALL, FLOOR OR CEILING IN FINISHED PORTIONS OF THE BUILDINGS. 11. PLUMBING CONTRACTOR SHALL PROVIDE BELLOW TYPE WATER HAMMER ARRESTORS ON ALL HOT AND COLD WATER LINES. INSTALL IN UPRIGHT POSITION AT ALL QUICK CLOSING VALVES, SOLENOIDS, ISOLATED PLUMBING FIXTURES AND SUPPLY HEADERS AT PLUMBING FIXTURE GROUPS. LOCATE AND SIZE AS SPECIFIED OR AS SHOWN ON THE DRAWINGS AND WHERE NOT SHOWN, LOCATE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND COMPLY WITH THE PLUMBING AND DRAINAGE INSTITUTE STANDARDS WH 2O1. 12. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 13. ALL HOT WATER AND HOT WATER RETURN LINES SHALL BE INSULATED WITH 1" WALL THICKNESS, PRE —SLIT, FLEXIBLE UNICELLULAR POLYOLEFIN FOAM PLENUM RATED ARMAFLEX INSULATION. 14, PLUMBING CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE, CAREFULLY STUDY THE PLUMBING DRAWINGS, AND BECOME THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS BEFORE BIDDING, NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR EXTRA WORK CLAIMS BECAUSE CONTRACTOR FAILED TO FOLLOW THESE DIRECTIONS. 15. EXISTING CONDITIONS AS SHOWN ON THESE DRAWINGS ARE TAKEN FROM ORIGINAL AND AS—BUILTS DRAWINGS OF THE BUILDING. THESE DRAWINGS IN PART ARE UNVERIFIED AND FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY EXISTING INSTALLATIONS OF ALL DESCRIPTION AN MODIFY D STING PLUMBING SYSTEMS I EXISTING WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION UNDER NEW WORK. PROVIDE SHUT—OFF VALVES ON ALL PIPES AT THE POINT OF TIE—IN TO EXISTING SYSTEM. 16. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH OWNER IN ADVANCE. 'PLUMBING CONTRACTOR SHALL SUBMIT TIME THAT SERVICE WILL BE DOWN, AREA OF PIPING AND ANY EQUIPMENT THAT WILL BE AFFECTED. SCHEDULE ANY INTERRUPTION DURING NON —CRITICAL HOURS OR NOTIFY OWNER AT LEAST TWENTY—FOUR (24) HOURS PRIOR TO INTERRUPTION. PUT INTERRUPTED SERVICES BACK INTO OPERATION AS SOON AS IS PRACTICAL. NO SHUT DOWN CAN DONE WITHOUT THE OWNER'S APPROVAL. 17. DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE TO THE PLUMBING SYSTEM. THE RECORD DRAWINGS SHALL SHOW, CHANGES, DIMENSIONS AND LOCATIONS OF ALL PIPING. CHANGES SHALL BE DONE IN AUTOCAD RELEASE 14 OR ABOVE AND SUBMITTED TO THE OWNER AND GENERAL CONTRACTOR AT FINAL COMPLETION OF THIS PROJECT. ad ad PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAi LISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB W89 p 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 JOBS 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 04102 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 W J 0 z Q 0 W z 0 0 U U) W D 0 W x z 0 n. 0 W I- U W 0 a W I 0 I (L z x 0 W J 0 z_ 0 W U 7 n. 0 n. W z z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. Jose A. Marques, PE, FL Reg. No. 37313 C14 C7 W 00 Z) Z Z U 0 o _J o0 LL o f_ 2i � mow// U_ W o C� a. oaCD D O Z O �w N W W W :D ilb UW Z CYSTOLOGY J Central Florida LL Regional W Hospital Q 1401 West Seminole Blvd. 0 Sanford, Florida 32771 Central Florida w Regional J Hospital U 1401 West Seminole Blvd. Sanford, Florida 32771 W W PLUMBING DEMOLITION AND �- RENOVATION PLAN Z) Z H 304027.00 Cl) DB W GJG (D C0 P201 Q U 7/21 /04 = Q ARCHITECTURE PLANNING INTERIOR DESIGN t DEF-'INi IONS OF CONSTRUCTION ACTIVITY TYPES l PE A: INSPECTION AND NONINVASIVE ACTIVITIES. INCLUDES, BUT NOT LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TILE PER 50 SQUARE FEET, PAINTING (BUT NOT SANDING) WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION. TYPE D SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST, INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE AND COMPUTER CABLING, ACCESS TO CHASE SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CAN BE CONTROLLED. ANY WORK WHICH GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES. INCLUDES, BUT IS NOT LIMITED TO, SANDING OF WALL FOR PAINTING OR WALL COVERING, REMOVAL OF FLOOR COVERINGS, CEILING 11LES AND CASEWORK, NEW WALL CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE CEILINGS, MAJOR CABUNG ACTIVITIES, AND ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORKSHIFT. TYPE E MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS, REWIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CEILING SYSTEM, AND NEW CONSTRUCTION. 2- INFECTION CONTROL RISK LEVELS GROUP 1 LOWEST GROUP 2 MEDIUM GROUP 3 MEDIUM HCH CROUP 4 HCHEST OFFICE AREAS ALL PATIENT CARE UNITS EMERGENCY ROOM TRANSPLANT CLINIC CONFERENCE ROOMS WAITING ROOMS * RADIOLOGY AREAS SURGERY SUITES PUBLIC BATHROOMS ROCP RECOVERY ROOMS WAITING ROOMS * LABOR AND DELIVERY LABOR & DELIVERY/OR's NURSERIES CARDIAC CATH/ANGIO PEDIATRICS CACU RIO SURGERY OUTPATIENT UNITS ALL INTENSIVE CARE AREAS DIALYSIS AND TRANSPLANT NUCLEAR MEDICINE ONCOLOGY/BONE MARROW ADMISSION/DISCHARGE AREAS CARDIOLOGY PHYSICAL THERAPY TANK AREAS HYPERBARIC MEDICINE CAFETERIA ENDOSCOPY ECHOCARDIOGRAPHY PHARMACY ADMIXTURE LABORATORIES PHARMACY AREAS NOT LISTED ABOVE WILL BE CLASSIFIED UPON AGREEMENT FROM SAFETY, INFECTION CONTROL, AND DEPARTMENT LEADERSHIP * dependent on location 3. gQV1 ROL MAM TYPE D m/Iv GROUP 2 CONSTRUCTION ACTIVITY TYPE IV IC RISKGR*VEL TYPE A TYPE B TYPE C IV GROUP 4 1 II II IV 1 11 111 I III 111AV III III/IV III/IV INFECTION CONTROL CONSTRUCTION PERMIT PERMIT 10: LOCATION OF CONSTRUCTION: PROJECT START DATE: PROJE@ET OOORDINATOR: ESTIMATED DURATION: CONTRACTOR. PERMIT EXPIRATION DATE: SUPE_RVIS R: _ TELEPHONE: Cot STRUCTiON ACTIVITY YES NO INFECTION CONTROL RISK LEVELS TYIJE A: INSPECTION, NONINVASIVE ACTIVITY GROUP 1: LEAST RISK B: SMALL SCALE, SHORT DURATION, MODERATE TO HIGH GROUP 2: MEDIUM RISK LEVELS OF DUST TYPE C: ACTIVITY GENERATES MODERATE TO HIGH LEVELS OF DUST, GROUP 3: MEDIUM/HIGH RISK REQUIRES GREATER THAN 1 WORK SHIFT FOR COMPLETION TYPE D: MAJOR DURATION AND CONSTRUCTION ACTIVITIES REQUIRING GROUP 4: HIGHEST RISK CONSECUTIVE WORK SHIFTS CONTROLS �LAFUTE WORK BY METHODS TO MINIMIZE RAISING DUST CONSTRUCTION OPERATIONS. 3. MINOR DEMOLITION FOR REMODELING. 2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION. 1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM 6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN DISPERSING INTO THE ATMOSPHERE, TIGHTLY COVERED CONTAINERS. 2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE 7. WET MOP AND/VACUUM WITH HEPA FILTERED VACUUM 1�71NG. BEFORE LEAVING WORK AREA. %A �fk� UNUSED DOORS WITH DUCT TAPE. B. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA. 4. BLOCK OFF AND SEAL AIR VENTS. 9. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK 5. WIPE SURFACES WITH DISINFECTANT. IS BEING PERFORMED, 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION 6. VACUUM WORK WITH HEPPA FILTERED VACUUMS. BEGINS. 7. WET MOP WITH DISINFECTANT. gATSOE HVAC SYSTEM IN AREA WHERE WORK IS BEING B.'- REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE ONELATTO PREVENT CONTAMINATION OF THE DUCT SYSTEM. SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH h.DGOMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CONSTRUCTION. ''CCtU1BE METHOD BEFORE CONSTRUCTION BEGINS. 9. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND TIGHTLY COVERED CONTAINERS. 10. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE �A j O%OR WITH MAGNEHEUC GAUGES. DO NOT REMOVE BARRIERS FROM WORK AREA UNTiL COVERING. 11. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENV. IS BEING PERFORMED. SERVICES DEPT. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION 7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO BEGINS WEAR SHOE COVERS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING 8. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL DONE 70 PREVENT CONTAMINATION OF DUCT SYSTEM. COMPLETED PROJECT IS THOROUGHLY CLEANED BY THE 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL ENVIRONMENTAL SERVICE DEPT. AND RELEASED BY SAFETY CUBE METHOD BEFORE CONSTRUCTION BEGINS. AND INFECTION CONTROL. 4. MAINTAIN NEGATIVE AIR PRESSURE WITH IN WORK SITE 9. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. HEPA EQUIPPED AIR FILTRATION UNITS AND 10. WET MOP WiTH DISINFECTANT. DA4TILIZING ONITOR WITH MAGNEHELIC GAUGES. 11. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE 5. SEAL HOLES, PIPES, AND PUNCTURES APPROPIATELY. SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH INITIVONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO CONSTRUCTION. PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING . HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS 12. 13, CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE THAT ARE REMOVED EACH TiME THEY LEAVE THE WORK SITE. 14. COVERING. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. ADDITIONAL REQUIREMENTS: EXCEPTION ADDITIONS TO THIS PERMIT DATE INITIALS 12 HOUR UNINTERRUPTED EXCHANGE REQUIRED DATE INITIALS ARE N01-E BY ATTACHED MEMORANDA PERMIT REQUESTED BY: PERMIT AUTHORIZED BY: DATE: CONTRACTORS MUST COMPLY WITH ICRA REQUIREMENTS ABOVE. iT WILL BE NECESSARY TO MEET WITH CENTRAL FLORIDA REGIONAL HOSPITAL'S INFECTION CONTROL OFFICER AND SAFETY OFFICER PRIOR TO WORK TO REVIEW COMPLIANCE WITH ICRA POLICIES. rZ f SANITARY WASTE FEND VENT RISEK DIAGRAM NO SCALE PRRESrORS / Soo �g27� DOMESTIC NOT AND COLD WATER RISER DIAGRAM NO SCALE RISER DIAGRAM NOTES �1 EXISTING 8" SANITARY WASTE LINE. �2 EXISTING 4' SANITARY WASTE LINE. 3� EXISTING 6" FIRE, 2" COLD AND 1 1/2" HOT WATER LINES ABOVE CORRIDOR CEILING. ® EXISTING 1 1/2" COLD AND 3/4" HOT WATER ABOVE CEILING. TIE NEW 1 1/2" COLD AND 3/4" HOT WATER FOR NEW S=1 AND S=2 AT THIS LOCATION, PROVIDE WITH NEW BALL VALVES AND ACCESS PANEL. O5 NEW 3" SANITARY WASTE LINE UNDER CONCRETE SLAB. TIE NEW LINE INTO EXISTING. IF THE INVERT AT THE EXISTING SANITARY IS NOT ADEQUATE FOR PROPER DRAINAGE, THE PLUMBING CONTRACTOR SHALL EXTEND NEW 3" SANITARY TO EXISTING 8" SANITARY WASTE LINE LOCATED IN CORRIDOR T1275. 6� EXISTING PLUMBING FIXTURES TO REMAIN. 7� REMOVE EXISTING FLOOR DRAIN AND CAP SANITARY PIPING BELOW CONCRETE SLAB. ® GE HEALTH CARE URO VIEW UNIT, PLUMBING CONTRACTOR TO VERIFY EXACT LOCATION OF FD-1 (FLUSH RIM FLOOR SINK) WITH EQUIPMENT CONTRACTOR. ® NEW 3" SANITARY WASTE LINE UNDER CONCRETE SLAB. 10 NEW 1" CW ABOVE CYSTOLOGY T1268 CEILING TO CONCEALED FLUSH VALVE IN WALL. SEE DETAIL "A3 SHEET P301. 11 NEW 1"CW DOWN TO ZURN ZH6150AV CONCEALED IN WALL FLUSH VALVE WITH HYDRAULIC ACTUATOR. SEE DETAIL 1, SHEET P301. 12 NEW 3/4-CW UNDER SLAB FROM CONCEALED FLUSH VALVE TO ZURN ZN-300-ST THOROFLUSH FLUSHING RIM FLOOR SINK. SEE DETAIL 2, SHEET P301. 13 TIE NEW 1 "CW INTO EXISTING. PROVIDE NEW BALL VALVE AND PROVIDE AND INSTALL ACCESS PANEL. ZURN ZH6150AV CONCEALED FLUSH VALVE WITH HYDRAULIC ACTUATOR ---� 1" CW FROM ABOVE CEILING PUSH BUTTON ACTUATOR S-0" .. r VACUUM BREAKER TUBE V3/4-CW TO FLUSHING RIM FLOOR DRAIN UNDER SLAB. FLOOR LINE CONCEALED FLUSH VALVE DETAIL HYDRAULIC ACTUATOR DETAIL NO SCALE FLOOR LINE - WALL LINE 1"CW FROM ABOVE ZURN ZH6150AV CONCEALED FLUSH VALVE WITH HYDRAULIC ACTUATOR IN WALL, SEE CONCEALED FLUSH VALVE WITH HYDRAULIC ACTUATOR DETAIL 3/4" FLUSHING CONNECTION 3/4" COLD WATER UNDER SLAB "IV,.. ZURN ZN-300-ST THOROFLUSH FLUSHING RIM FLOOR DRAIN WITH SEMI DOME STRAINER, SECONDARY OPENING AND COVER. 3" WASTE 1/2" PRIMER NOTE: �I � CONNECTION NO E: PLUMBING CONTRACTOR TO VERIFY THE EXACT LOCATION OF CONCEALED FLUSH VALVE AND FLUSHING RIM FLOOR DRAIN WITH EQUIPMENT CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. FLUSHING RIM FLOOR BRAIN DETAIL NO SCALE PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 EB 3089 p 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, JOB# arrangements, methods or plans shall be used by or disclosed to any person, firm or 04102 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 0 z } W J 0 0 0 z 0 in 0 > Q 0 d 0 0 F- W 0 0 w z IL 7 0 W z 0: N Lyman Davidson Dooley, Inc. Jose A. Marques, PE, FL Reg. No, 37313 N O m Z) z J 0� O W o v, Q J to LL O� G 0� 07 w U- U W W �M O Q o0- CO O C z W (y) rr nn CV W U W � z CYSTOLOGY J Central Florida LL- Regional o Hospital Q 1401 West Seminole Blvd. 0 Sanford, Florida 32771 Central Florida w Regional Hospital U 1401 West Seminole Blvd. Sanford, Florida 32771 W W PLUMBING RISER DIAGRAMS �- AN DETAILS z 304027.00 DB W GJG 0 P301 U = 7/21 /04 Q r ARCHITECTURE PLANNING INTERIOR DESIGN Bal to t 1 DEFffnONS OF CONSTRUCTION ACTMTY TYPES TYPE A7 INSPECTION AND NONINVASIVE ACTIVITIES. INCLUDES, BUT NOT LIMITED TO, REMOVAL OF CEILING. TILES FOR VISUAL INSPECTION LIMITED TO 1 TiLE PER 50 SQUARE FEET, PAINTING (BUT NOT SANDING) WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REWIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION. TYPE a SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE AND COMPUTER CABLING, ACCESS TO CHASE SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CAN BE CONTROLLED. TYPE 0 ANY WORK WHICH GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES. INCLUDES, BUT IS NOT LIMITED TO, SANDING OF WALL FOR PAINTING OR WALL COVERING, REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK, NEW WALL CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORKSHIFT. TYPE V• MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT NOT LIMITED T0, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CEILING SYSTEM, AND NEW CONSTRUCTION. 2. INFECTION COWROL. FM LEVELS GROUP 1 LOWEST GROUP 2 MEDIUM GROUP 3 MEDIUM HIGH GROUP 4 HK* EST OFFICE AREAS ALL PATIENT CARE UNITS EMERGENCY ROOM TRANSPLANT CLINIC CONFERENCE ROOMS WAITING ROOMS • RADIOLOGY AREAS SURGERY SUITES PUBLIC BATHROOMS ROCP RECOVERY ROOMS WAITING ROOMS • LABOR AND DELIVERY LABOR do DELIVERY/OR's NURSERIES CARDIAC CATH/ANGIO PEDIATRICS CVICU RIO SURGERY OUTPATIENT UNITS ALL INTENSIVE CARE AREAS DIALYSIS AND TRANSPLANT NUCLEAR MEDICINE ONCOLOGY/BONE MARROW ADMISSION/DISCHARGE AREAS CARDIOLOGY PHYSICAL THERAPY TANK AREAS HYPERBARIC MEDICINE CAFETERIA ENDOSCOPY ECHOCARDIOGRAPHY PHARMACY ADMIXTURE LABORATORIES PHARMACY AREAS NOT LISTED ABOVE WILL BE CLASSIFIED UPON AGREEMENT FROM SAFETY, INFECTION CONTROL, AND DEPARTMENT LEADERSHIP • dependent on location 3. q%47M MATRIX TYPE D m/Iv GROUP 2 CONSTRUCTION ACTIVITY TYPE IV IC RISOMVEL TYPE A TYPE B TYPE C IV GROUP 4 I II II IV 1 II III I III 111AV III 111/IV 111AV INFECTION CONTROL CONSTRUCTION PERMIT PERMIT NO: LOCATION OF CONSTRUCTION: PROJECT START DATE: PROJEW 00ORDINATOR: ESTIMATED DURATION: CONTRAC OR: PERMIT EXPIRATION DATE: SUPERVIS R: TELEPHONE: CO STRUCTiON ACTIVITY YES NO INFECTION CONTROL RISK LEVELS A: INSPECTION, NONINVASIVE ACTIVITY GROUP 1: LEAST RISK B; SMALL SCALE, SHORT DURATION, MODERATE TO HIGH 2: MEDIUM RISK LEVELS OF DUST TYPE C: GGGRIEAiTETRESTHANEi AWOORK FOR COMPLE�ON' 3: MEDIUM/FIIGH RISK t REQUIRES SHIFT TYPE D: MAJOR DURATION AND CONSTRUCTION ACTIVITIES REQUIRING 4: HIGHEST RISK CONSECUTIVE WORK SHIFTS CONTROLS i MEPUTE WORK BY METHODS TO MINIMIZE RAISING DUST CLA�iiOVA CONSTRUCTION OPERATIONS. 3. MINOR DEMOLITION FOR REMODELING. 2. IMMEDIATELY REPLACE ANY CEILING TiLE DISPLACED FOR VISUAL INSPECTION. 1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM 6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN DISPERSING INTO THE ATMOSPHERE. TIGHTLY COVERED CONTAINERS. 2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE 7, WET MOP AND/VACUUM WITH HEPA FILTERED VACUUM , (�UZJING. Wj BEFORE LEAVING WORK AREA. g, . UNUSED DOORS WITH DUCT TAPE. 8. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA. 4. BLOCK OFF AND SEAL AIR VENTS. 9. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK 5. WIPE SURFACES WITH DISINFECTANT. IS BEING PERFORMED. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION 6. VACUUM WORK WITH HEPPA FILTERED VACUUMS. BEGINS. 7. WET MOP WITH DISINFECTANT. OATdSOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING 8. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE '-DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH hTI OMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CONSTRUCTION. BE METHOD BEFORE CONSTRUCTION BEGINS. 9. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK- SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND TIGHTLY COVERED CONTAINERS. 10. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE CLA"TOR WITH MAGNEHELIC GAUGES. 5. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COVERING. 11. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENV. IS BEING PERFORMED. SERVICES DEPT. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION 7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO BEGINS WEAR SHOE COVERS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING 8. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM. COMPLETED PROJECT IS THOROUGHLY CLEANED BY THE 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL ENVIRONMENTAL SERVICE DEPT, AND RELEASED BY SAFETY CUBE METHOD BEFORE CONSTRUCTION BEGINS, AND INFECTION CONTROL 4. MAINTAIN NEGATIVE AIR PRESSURE WITH IN WORK SITE 9. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. HEPA EQUIPPED AIR FILTRATION UNITS AND 10. WET MOP WITH DISINFECTANT, DAJTILIZING ONITOR WITH MAGNEHELIC GAUGES. 11. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE 5. SEAL HOLES, PIPES, AND PUNCTURES APPROPIATELY. SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH IKIT1/dONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO CONSTRUCTION. PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS 12. 13. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE. 14. COVERING. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. ADDITIONAL REQUIREMENTS: DAfEI EXCEPTIONfADDITIONS TO THIS PERMIT DATE INITIALS 12 HOUR UNINTERRUPTED EXCHANGE REQUIRED DATE INITIALS ARE NOTEIIII BY ATTACHED MEMORANDA PERMIT REQUESTED BY: PERMIT AUTHORIZED BY: DATE: CONTRACTORS MUST COMPLY WITH ICRA REOUIREMENTS ABOVE. iT WILL BE NECESSARY TO MEET WiTH CENTRAL FLORIDA REGIONAL HOSPITAL'S INFECTION CONTROL OFFICER AND SAFETY OFFICER PRIOR TO WORK TO REVIEW COMPLIANCE WITH ICRA POLICIES. FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION NEW SEMI -RECESSED PENDANT SPRINKLER HEAD (WET SYSTEM) TO MATCH O N BUILDING STANDARDS. CONNECT NEW 1"0 SPRINKLER SUPPLY TO EXISTING WET FIRE LINE ABOVE. EXISTING SPRINKLER HEAD (WET SYSTEM) TO BE RELOCATED. EXTEND 1" 0 -' R U SUPPLY TO NEW SPRINKLER HEAD LOCATION. EXISTING FLUSH MOUNTED SPRINKLER HEAD TO BE RELOCATED. REPLACE EXISTING F FLUSH MOUNTED HEAD WITH NEW SEMI -RECESSED PENDANT SPRINKLER HEAD J Q (WET SYSTEM) TO MATCH BUILDING STANDARDS. CONNECT NEW 1"0 SPRINKLER SUPPLY TO EXISTING WET FIRE LINE ABOVE. EXISTING SEMI -RECESSED PENDANT SPRINKLER HEAD TO, REMAIN. EXISTING SPRINKLER HEAD TO BE REMOVED. CAP AND ABANDON SUPPLY ABOVE CEILING. i - _ RENOVATION PLAN - FIRE PROTECTION am 11 9 i PENiNSULA ENGINEERING INC. �-- CONSULTING ENGINEERS ESTAELISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 C 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 SOB 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 04102 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 z D 0 W z 0 a 7 0 W z IY D I- W IY W M z 0 0 W In D W m 0 0 z N W tp 0 I- F- 0 z !n N F- U W F- I Lyman Davidson Dooley, Inc. Jose A. Marques, PE, FL Reg. No. 37313 N O CW G z Z Wo O Q J W O II-- 120 W W LL. FL CL'_ I W Q __3 rn CL O = 1- o r_ z W cY) N W 0 W CW V G W Z) z CYSTOLOGY J Central Florida u- Regional W Hospital 0 1401 West Seminole Blvd. U Sanford, Florida 32771 z Central Florida W Regional -j Hospital v 1401 West Seminole Blvd. Sanford, Florida 32771 W 5 W FIRE PROTECTION RENOVATION PLAN z 304027.00 DB W GJG (D F1 01 W Q U 7/21 /04 = Q _ -- -------- -- -- -- --- - - --- ---- -r r ---- - - cia SYSTEM NO. W-L-1001 (FORMERLY SYSTEM NO. 147) F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 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 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. WALL BOARD, GYPSUM* - 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 13-1/2 IN. PIPE OR CONDUIT - NOM 12 IN DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR HEAVIER) COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THEN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. FILL, VOID OR CAVITY MATERIAL* - CAULK - CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1 /4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. 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 ANNULAR F RATING, T RATING, OR CONDUIT SPACE, IN HR HR DIAM, IN 1 0 TO 3/16 1 OR 2 0+, 1 OR 2 1 1 /4 TO 1 /2 3 OR 4 3 OR 4 4 0 TO 1/4 1 OR 2 0 4 0 TO 1-1/2# 1 OR 2 0 6 1 /4 TO 1 /2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR 1 HR RATED WALLS AND 1-1/4 IN. FOR 2 HR RATED WALLS. MINNESOTA MINING & MFG. CO. - CP 25WB+ SYSTEM NO. CAJ1027 (FORMERLY SYSTEM NO. 202) F RATINGS - 3 HR T RATING - 0 HR f A 1 A SECTION A -A 1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2" THICK LIGHT WEIGHT OR NORMAL WEIGHT (100- 150 PCF) CONCRETE, WALL MAY ALSO NE 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 PENETRANTS - 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" DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT - NOM 6" DIAM (OR SMALLER) RIGID STEEL CONDUIT. C. CONDUIT - NOM 4" DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. D. COPPER TUBING - NOM 3" DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE - NOM 3" DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. PIPE MAX NOM PIPE F MAX ANNULAR CONDUIT OR CONDUIT OR TUBING RATING, HR SPACE, IN TUBING TYPE DIAM, IN A 10 3 3/4 B 6 3 3/4 C 4 3 1-1/2 D AND E 3 3 3/4 D AND E 3 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", FLUSH WITH TOP SURFACE OF THE 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 Rai 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 SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. REINSTALL ANY SUCH SYSTEMS, MATERIALS AND EQUIPMENT WHICH IS REQUIRED TO COMPLETE THE PROJECT. 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 ARCHITECT/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 COORDINATION 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 EXISTING 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 WHITE LETTERS LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS FIRE ALARM = RED FIELD WITH WHITE LETTERS NOTE: THE CONDUITS MUST BE SPOT PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR SCHEDULE ABOVE. NURSE CALL SYMBOL DESCRIPTION NCMS111116--1 NURSE CALL MASTER STATION NCTC NURSE CALL TERMINATION CABINET 0 CB CODE BLUE STATION F DO DUTY STATION T -FW CORRIDOR DOME LIGHT CORRIDOR ZONE LIGHT CEILING/WALL - AUDIBLE/VISUAL OP -� SINGLE PATIENT STATION(W/2-WAY AUDIO STAFF ASSIST AUDIBLE/VISUAL INDICATING APPLIANCE. DUTY STATION WITH ANNUNCIATOR ELECTRICAL SYMBOL LEGEND: (NOT ALL SYMBOLS USED ON THIS PROJECT) , 0 ❑ 2x4 AND 2x2 RECESSED FLUORESCENT LIGHT FIXTURE TO NORMAL CIRCUIT .�� FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT ® ® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT r f tm ; F! FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT t,xLt arc x7 N FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CIRCUIT STRIP FLUORESCENT LIGHT FIXTURE - CEILING, WALL MOUNTED n INCANDESCENT, HID OR COMPACT FLUORESCENT FIXTURE - Y 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 0 03 04 INCANDESCENT DIMMER SWITCH, 1-POLE, 3-WAY, 4-WAY SWITCH $M $MP $' MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; "P" "WP" INDICATES PILOT LIGHT; INDICATES WEATHERPROOF (� DUPLEX RECEPTACLE AT 18", ABOVE COUNTER AT 42", G IG WP GROUND FAULT TYPE, ISOLATED GROUND TYPE, WEATHERPROOF TYPE, SIMPLEX (AS NOTED) (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18", ABOVE COUNTER AT 42" X 1-POLE, 3-WAY, 4-WAY SWITCH (RED), DIMMER CONNECTED TO CITICAL CIRCUIT $3F 3-POSITION FOOT SWITCH FOR WET LOCATION 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 CONNECTED TO CRITICAL CIRCUIT SPECIAL MOUNTED RECEPTACLE, SPECIAL FLOOR OUTLET AS NOTED, PUSHBUTTON AS NOTED, TELE-POWER POLE FINAL CONNECTION TO EQUIPMENT Efl Q\a ❑ JUNCTION BOXES, MOTOR, TRANSFORMER E:31® 12�11 D BREAKER 120/208 OR 120/240V PANELBOARD ® 277/480V PANELBOARD ll� SYSTEMS CABINET- FLUSH MOUNTED, SURFACE MOUNTED (AS NOTED) TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM RACEWAY 7 CONNECTION TO GROUND TELEPHONE OUTLET AT 18", WALL TELEPHONE OUTLET AT 17 54", ABOVE COUNTER, PAY TELEPHONE OUTLET. PROVIDE 4" SQ. BOX AND 3/4" RACEWAY TO ACCESSIBLE CEILING V COMPUTER OUTLET, COMPUTER OUTLET 48", PHONE/DATA PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT TO ACCESSIBLE CEILING © TELEVISION OUTLET AT 18" (UNLESS NOTED OTHERWISE) © F4= SMOKE DETECTOR, SMOKE DUCT DETECTOR (V VOLUME CONTROL SPEAKER HEAT DETECTOR DUCT DETECTOR REMOTE INDICATOR LIGHT ® � AHU/EXHAUST FAN SHUTDOWN RELAY, 24V DC F❑ MANUAL PULL STATION, FLUSH [04 HORN AND STROBE LIGHT, FLUSH MOUNTED F 1 0 WALL/CEILING MOUNT STROBE ® VOICE EVAC SPEAKER MI DOOR HOLDER TS TAMPER SWITCH FS FLOW SWITCH BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR 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. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND, ELECTRICAL SYMBOL LEGEND NOTES: 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDE FOR ALL LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. 2. ALL SWITCHES SHALL BE SPECIFICATION GRADE 20A AND ALL RECEPTACLES SHALL BE HOSPITAL GRADE MINIMUM UNLESS OTHERWISE NOTED. COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER. 3. PROVIDE PULL STRING IN ALL EMPTY CONDUITS. 4. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. 5. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. 6. ALL COVER PLATES SHALL BE SATIN STAINLESS STEEL ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. 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. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVER PLATE. 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. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS JEE JUNCTION AND EXTEND EXISTING CIRCUIT THAT SERVED OLD DEVICE AND CONNECT TO NEW DEVICE, VERIFY EXISTING CONDUIT, WIRE AND RELATED MATERIALS MEET EXISTING NEC REQUIREMENTS. MAINTAIN CIRCUIT CONTINUITY. PROVIDE A NEW J-BOX (SIZE PER NEC), CONDUIT AND WIRE AS REQUIRED. EQUIPMENT NOTE: PANELS, BREAKERS, FUSES, DISCONNECTS AND ALL DEVICES AND EQUIPMENT SPECIFIED IN THESE PLANS ARE DESIGNED TO MEET THE FAULT CURRENT AND COORDINATION STUDIES COMPLETED BY PEI. ANY CHANGES FROM THE SPECIFIED EQUIPMENT COULD RESULT IN AN ELECTRICAL SYSTEM NOT MEETING ALL REQUIREMENTS ENFORCED BY NEC, AHCA AND OTHER JURISDICTIONS. CONTACT THE ENGINEER IF PROPOSED EQUIPMENT IS DIFFERENT THAN THAT SPECIFIED AS THIS COULD WARRANT AN ADDITIONAL COST TO THE CONTRACTOR FOR NEW FAULT CURRENT AND/OR COORDINATION STUDIES. mid ag PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAELISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32603 • 407.246.1ee9 • EB 308g 0 Copyright — All ideas, designs, methods and plane 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, JOB# arrangements, methods or plans shall be used by or disclosed to any person, firm or 04102 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. I. 0 W J z Q ❑ W z 0 z 0 U) ❑ Q z a J W Q ❑ Q z a D W z x D W x W m z Q z 0 W in D W m 0 0 n. W IY W m 0 1-- F- 0 z In F� N U W ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. David A. Burger, PE, FL Reg. No. 47146 04 0 ry m Z) Z --L--I 0 0 Q J (1) U_ O� m LLI W U W �. O V W 00- CU J H o p Z W C 04W 0� �._ W U W � Z CYSTOLOGY Central Florida u- Regional W Hospital p 1401 West Seminole Blvd. C) Sanford, Florida 32771 Z Central Florida W Regional J Hospital U 1401 West Seminole Blvd. Sanford, Florida 32771 W W SYMBOL LEGEND, 0� GENERAL NOTES & CL DETAILS 0 Z H 304027.00 BS W JEA (� U) E001 Q U 7/21 /04 = Q IfIlit i I IIlIIIIIfl I CURD IIIIIIIIr IIIr t101-1 'T, C.fk�l - ---- --------- tIIf IK�F IP"14ACY IL-i R f S r M fIV IilIfItItI------ -- ----- ItM IfIIT U ------ TLT IIL iM_%1_ L IIU'R N —1— --- - — G__ RIPT LEGEN I CWST Icr. ilv� i ,T,' D: j IIETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT -WRIN G T� REMAIN. tII11 tPROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WRING AS REQUIRED, N 3 rl A R REMAI4. R .-IN JORDFR10 MAINTA"CUIT-CO"MLTY-TO-EXLSTKG--M, U.11?��NT TO ILU fy zi ERL EXISTING DEVICEAIGHt TO BE RELOCATED. JUNCTION ANDIXTEND EXISTING C2 Ak�ji YOR II0 IV ICONDUIlT AND WRING JO NEW LOCATION AS REQUIRED. T tIII3 ftIMED ITING '3 N DEVICE/ TING BUILDING STANDARDS L GHT TO MAICH EMS 9 IIlVIDE EXTEN�ION OF EXIS L -5 INDICATED) INL !NEW LOCATION OF WING DEVICEAIGHT. PRO ( Tj,'IM — I REQUIRED; --(PROVIDE NEW-WCHING-A IIRK ilR'l EXISTIN6-7 DEVICE/UG TO BE REMOVED. WHERE EXISTING QUIPMENT TO II-Lj L-12 L IIREMAIN IS FED VIA E ISTING EQUIPMENT TO BE REMOVED, ROVIDE ALL IIIINI A V, 03 —F II3 ECES��ktLgXTENSIO OF CONDUIT AND WRING AS REQUIPED IN ORDER C&D ITO MAI 1AIR-0RCUITICIONTINUITY TO EXISTING EQUIPMENT.tt�` IIIIIIIL Ic fit IItIIL - tI7 A y sIItF P WYRK A OF IfF IARE OIENIERAL 01 ES: fI111C :ONTRACTOR SHALL PROVIDE CONDUIT & J-B"' IC S IIc I if IL C�� =RDI RG. t[PILE r IL8§E CALL INSTALLED, STAFF IN EACH DEPT. SIfIALL,,qE tUK N 2.1 ONCE IIiFLORIDA WE I-PIWORME6 UPFN HEA. �T, r L`NfED I'ROW)E jk-WRHIEN-PROCEDURE-FOI��,' TAFF IIEY HOULD -1 r, fIIE t1,INS ONT tIIII— -- — -- T SHALL E INSTALLED & FUNC11ON ------ S PER 7.34.G4 OF THE 2001 - ----- STAFF 1ASSI THE AIA UIDEILINES. EDITION OF IL IEPQ --THE OILED ALMLITY IRTY UTILITY� I -HE D NURSING STAFF ROW. DUTY STATIONS�AND 1 DAR I--------- BACKUP ASSISTANCE SHALL REPORT TO THE NURSE CALLIMASTER AT ER. III T IF II I - , H _j ITHIS SjYSTEM SHALL I�ANNUNCIATE VISUALLY VIA LCD READtOUT & AUDIBLE IItIN EAT AREA. tEXAM. IIIIwupy, 5. FIELD �OORDINATE E*ACT LOCATIONS OF DEVICES PRIOR TO ROUGH IN. M' IU s0 pAhft IL� EQUIPMENT SHALL BE CONNECTED TO THE EXISTING �---J-,RAULAND�BORG-NURF--.CAL�L SYSTEM-CONIAC11 STEI?JiAN�_S"ONS ALL N4W NURSE CA I,Y 407-800-6175. IC A�:4_ OR L SERV� I, f IIII-4 IItf13 IIx RO IC DIR. IT IIc L ILST, i F IitcT IfIUp T C= L fIc Lf U IIDt v IIT; rj AY to ItIIC%b 1 XISTING RAULANb-BORq, OR�t HIMASTER STATIC ER. 0 is 1p X1 _UR �ASTER STATIO IN PBX. tLAP E F X 15; Lil N H TING PR' TIE INTO EXISTING I041 �DEDF� N4 I� IDUTi STATION & r7� t OFFICE _j IfNA BOR IIXITING RAU' ND- G-NURSE C,_ �ASTER su-n� IN O.R. L IEXISTING M it Ii��N[L 71— IA Ic IIitfIIPAT, T IIL IIL IIII— ------- PAT. X-RAY IIIIIt---- ---- - IIIIs, ItCjTi IfIIA, IItIID IIitfIfIIisIiI INQ I IIT PAT, ANEI 1p f4 tT IIIII150 III!UP 1T E IIIII12 IIlfIIIIIW IIIIIIIIIIIfLOLATION PLAN ELECTRICAL 1/16# = V-0# F771 AkbHITECTURE �LANNING I NIER16ft r DESIGN Lyman Davids"r I ILI 00 1 &10 9n David . Burger, PE, FL Reg. No. 47146 I W ARCHITECTURE Jll PLANNING i INTERIOR DESIGN o w C ___l , C 0 .71-8 W 0 1 1 � 0 C1DEMOLITION P LAN — POWER & SYSTEMS- 1/4'C 1 = V-0" GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN 'THE WORK AREA. 2. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 3. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 4. ALL CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 1, 5. DEVICES OW N SHALL BE REMOVED UNLESS NOTED OTHERWISE. KEYED NOTES: O1 EXISTING MED ALARM PANEL TO BE REMOVED. REMOVE EXISTING CONDUIT AND WIRE BACK TO SOURCE AND MARK BREAKER AS SPARE. _. _ --------------- f - - C_ f I �[__ __ ]] y1 ff �� c1 _ ■ ■ wsww■ ■ w wwi■ w ■ WOMEN w an wwnww ■ ■ ■u■■■ ■ ■ MO�l ew ■ WOMEN ■ w WOMEN ■ WINNER ■ ■D A R K R [I ■■� j . VIEW C� L S C, = - I W b BOX e - -) J- __________ _____�_.__.__._ � ■ � __ _ _ ,� METER WITH y '• ��___-�: SWITCHES �- ■■I■■■wig■■�■■w�E■■sN■■■M■■■■■��■■WOMEN i■■w■O■ z�w■■■■ww.w■■■wwl■■w■w�■■■ww■■■■■■w�■■■■■■�■■w■� AUTO DOOR ISOLATION ISOLATION / 1 _____-.-_. ■ OPEN BUTTON ERL oRN5 ORN4 i— } ■ EJ_C _ --_— �� � ,��i }:_�_a _f_r� _ ~�_� i _ _�v�! �O j�_�LC=: �:=R TI .� . .. - -_ _ __ r] _._.__1.� /j_ _ _ II�- � •Y�� � � �� _ 1. �tl {I 1 I I fl f �'` ENCLOSED'" (µ I � _ I �. 1-1_ L_- I LIGHT f = R ERL 1 I � _ JJ CONTROLLER BREAKER R `' I \„ i� j I FLEX CONDUIT J { I I : -J 1 ({ i FROM CEILING =) _____ _..,_ _ • ■ C T 1 ! , l { (- FOR EQUIPMENTS EQUIP. POWER XFMR ■ r {{ ■ __ i{{ ( IIIIIII� _ "L� •J 000 OO =i _U __ CONDUITS FOR XFMR , - - - :1fl- _ d.-CONDUIc, ja i I© � /� _ f -- �� ~ C__---- _------ .______.____� { ►__________.___.___________._._______a �.__._______-_---__________ r { _ { ISO MONITORLEMON, I ■ ■ ■■RON ■ ■ ERROR w ■ ERROR ■ INNER� � S ■ ■ ■w■■ ■ w■■■ ■ ■■■■• ■ ■ ■w■• ■ � ■ ■ ■■Ens ■ ■ ■■■ n ■ ■ ■■■no ■ ■ ■■■ E ■ ■ ■■■ n ■ ■ ■■■■1 ■ ■ w ■ ■ � ■ ■ LNEW • ■ ■■A■■ ■ ■ ■■■■A ■ ■ ■ NER ■ ■ INNER ■ ■ INNER ■ ■ ■■■ w ■ ■ 6M ■ ■ Cc_:1RR, R -tt 1 , C -1- 11 K I DEMOLITION PLAN 1/4" = V-0" PMVER & SYSTEMS of 01 PENINSULA ENGIiVEERING INC. CONSULTING ENGINEERS ESTAE.ISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 " EB 3089 p Copyright — All ideas, designs, methods and plane indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and SOB 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 04102 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. F r in w D Lyman Davidson Dooley, Inc. David A. Burger, PE, FL Reg. No. 47146 CN m' O o o! W 1 a 0 W °o 0+ C) _J 0 ,. O F- m zY z 0` W EL / I- w D W 0 o W 0 W r D 0 !L' o, 1r/ 0 0 F— o W �2 ci Wa N U W m �✓ L W z W CYSTOLOGY J Central Florida o Regional UJ x Hospital p 0 1401 West Seminole Blvd. C) Z: Sanford, Florida 32771 LU s. Florida w oCentral P Regional —J U Z Hospital 0" 1401 West Seminole Blvd. Sanford, Florida 32771 W o > W DEMOLITION PLAN Z- U. POWER & SYSTEMS � Q W. 0 304027.00 ill BS Iz- W JEA V C7 Q Z E201� a N r iA 7/21 /04 i Q w ARCHITECTURE PLANNING INTERIOR DESIGN M1 RM No I GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 2. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 3. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 4. ALL CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 5. DEVICES SHOWN SHALL BE REMOVED UNLESS NOTED OTHERWISE DEMOLITION PLAN - LIGHTING I I 0 <wmmuv is U.1 z U.1 lY LU Ima < U) 1-- U O, David A. Burger, PE, >- FL Reg. No. 47146 Z- < zi 0" C14 0 01 0, w z z < 1 z 0 z 0 0� w 0 W W C) -j U) LL 0 D cc U) Z) Uj U LU 0` or-00 I w w 0, 0 0 CL (D CL w M 00- IT— (0 0 0 0 z Zg Uj co U) 0- w 0 Wk w czi z < a CYSTOLOGY w w Central Florida w o Regional 0 x 0 0 Hospital 1401 West Seminole Blvd. 0 C) z Sanford, Florida 32771 F- >- L-T Central Florida z w 0 0 Regional -1 C) 0 z Hospital 0 U) 1401 West Seminole Blvd. Sanford, Florida 32771 w PRIM- > Z! w < LL DEMOLITION PLAN 0- U. 0 LIGHTING 0 z w Fa- 0 304027.00 w BIS 0 JEA w 0 )B# 0 02 E301 F 1 7/21/04 1 1 i 0 ARCHITECTURE PUNNING INTERIOR DESIGN Em CONDUIT LEGEND INTERCONNECT C1-- .75" CONDUIT FOR FROM XL TO A X—RAY ON LAMP C2-- Conduit size may vary due to distance from power distrubution source to Uroview. FROM PB1 TO Al Wire sizes given to determine FROM PB2 TO Al conduit C2 size. C3-- 1.5" CONDUIT FOR FROM CP TO A X-RAY CONTROL PANEL C4-- 2" CONDUIT FOR FROM B TO A WORKSTATION C5-- 1" CONDUIT FOR FROM B TO A WORKSTATION POWER* C6-- FACILITY POWER FACILITY TO PDB OR PB1 C7-- (2) 14 AWG WIRES FACILITY TO PDB OR P132 (minimum)PLACED IN 1/2 INCH FROM EMO TO PDB CONDUIT (if applicable) FROM EMO TO PB1 & PB2 10 & 30 Distance Chart Single Phase 240VAC Three Phase 480VAC Distance Wire Size Distance Wire Size 50' (15m)* 10 AWG 50' (15m)*" 6 AWG 100' (30m) 8 AWG 100' (30m) 4 AWG 150' (45m) 8 AWG 150' (45m) 3 AWG 200' (60m) 6 AWG 200' (60m) 2 AWG GROUND "rk GROUND *Min. Ampacity, 6AING wire 50 feet or/ess 65Am *"Min. Ampacft, 4 AWG wire 50 feet or less 85 Amps *'Same size as phase conductor or NEC table 250.122 Maximum of 6% line regulation to be maintained NOTE: Conduit C2 to be sized in accordance with NEC regulations and guidelines. Use high stranded wire (welders cable is acceptable). It may be necessary to install an emergency off (EMO). All electrical work to comply with INEC and all other applicable local and -Wrisdic ' PI) POVER DISTRIBUTION BOX NOTE: If PDB is used, 13131 & P132 not needed XMl 5 kVo Step Down Transformer. This transformer is part of Uroview 2800 system. Requires a 380-480VAC 30 input. Outputs to connect to shunt trip breakers labeled 'PB1' & 'PB2' in conjunction with Emergency Off (EMO) EM❑ EMERGENCY OFF NOTE: Positive lock type emergency off. Check with local codes. It may be necessary to install EMO (shunt trip, etc.) ZPBi MAIN POWER DISCONNECT (Generator 50/60hz) PB PB1 200-240VAC 20 AMP Disconnect PB2 65KW Gen. ® 480VAC 60Amp Disconnect OMAIN SYSTEM JUNCTION BOX 10"AO"x10" Ceiling flush mounted junction box Al SYSTEM ELECTRICAL BOX 6"x6"x4" Ceiling flush mounted junction box WORKSTATION B 6"x6"x4" Wall flush mounted junction box (height is not critical but is typically 24 inches from floor to junction box center) CP GENERATOR CONTROL PANEL 4"x4"x4" Wall flush mounted junction box (height is not critical but is typically 36 to 48 inches from floor to junction box center) XL X—RAY IN USE LAMP (INCANDESCENT ONLY) US UROSHELF (OPTIONAL) 220/120 VAC 20amp hospital grade duplex (refer to layout for location) (typically mounted in ceiling or ad jascent wall) STORZ VIDEO (OPTIONAL) S V 220/120 VAC 20amp hospital grade duplex (refer to layout for location) (typically mounted in ceiling or ad jascent wall) /f R11 PAMI ITV DrNW17D A2 RENaVATION PLAN- POWER SYSTEMS 1 KEYED NOTES �1 PROVIDE A TWIST LOCK RECEPTACLE FOR EACH LASER UNIT. VERIFY EXACT REQUIREMENTS FOR EACH UNIT. PROVIDE TWIST LOCK CORD ENDS TO MATCH AMPRERES PER NEC. VERIFY EXACT LOCATIONS PRIOR TO ROUGH IN. O2 PROVIDE A NEW CODE BLUE. CONNECT TO EXISTING RAULAND—BORG SYSTEM. CODE BLUE TO REPORT TO PBX, PROVIDE TYPED UPDATED DIRECTORIES & REPROGRAM ALL NECESSARY EQUIPMENT FOR PROPER OPERATION. REFER TO SHEET E101 FOR MORE INFO. O PROVIDE PHENOLIC NAMEPLATES ON NEW ALARM PANELS INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. 2 CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. O4 PROVIDE A NEW STAFF ASSIST NURSE CALL STATION CONNECT TO EXISTING RAULAND—BORG SYSTEM. STAFF ASSIST TO REPORT TO NURSES STATION IN EMERGENCY ROOM. PROVIDE TYPED UPDATED DIRECTORIES & REPROGRAM ALL NECESSARY EQUIPMENT FOR PROPER OPERATION. O 1 CONTRACTOR TO TRACE EXISTING CIRCUIT. IF EXISTING CIRCUIT IN FED FROM A LIFE SAFETY PANEL RECONNECT TO EXISTING CIRCUIT. IF CIRCUIT IS FROM ANY OTHER FEED PANEL REMOVE CONDUIT AND WIRE BACK TO SOURCE, MARK BREAKER AS SPARE AND CONNECT TO NEW CIRCUIT INDICATED. O6 ALL ISOLATION PANELS USED IN THIS PROJECT SHALL BE PROPERLY TESTED AND CERTIFIED UPON JOB COMPLETION. PROVIDE PROPER DOCUMENTA11ON ON DAY OF INSPECTION FOR AHCA APPROVAL. 7O PROVIDE A RECEPTACLE FOR STEREO SYSTEM. PROVIDE A J—BOX NEXT TO RECEPTACLE AND EXTEND CONDUIT TO ABOVE CEILING. VERIFY EXACT LOCATION, HEIGHT, AND REQUIREMENTS PRIOR TO ROUGH IN. ® PROVIDE A HOSPITAL GRADE 20A GFI RECEOTACLE FOR STERIS 1 EQUIPMENT. VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH IN. 90 PROVIDE A NEW 60A, 2 POLE, N-3R, 240V FUSED DISCONNECT FOR BOOSTER HEATER, PROVIDE FUSES SIZED PER MANUFACTURERS SPECS. VERIFY EXACT LOCATION AND NTS PRIOR TO ROUGH IN. ,.4EQU'REME CONNECT TO GE SUPPLIED POWER DISTRIBUTION BOX AS PERIk GE SPECIFICATIONS. GENERAL NOTES: 1. PROVIDE NEW NAME ENGRAVED PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. 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 NOT ACCEPTABLE. 4. CLEAN, RELAMP AND REFURBISH ALL EXISTING TO REMAIN FIXTURES. CHECK SWITCHES AND DIMMERS FOR PROPER OPERATION. REPLACE UGHTS/DEVICES IF NECESSARY (MATCH EXISTING). 5. PROVIDE REDUNDANT GROUNDING FOR THE PATIENT CARE AREA VIA THE RACEWAY SYSTEM. THE EQUIPMENT MUST BE FASTENED TO THE RACEWAY SYSTEM OR BE BONDED TO THE RACEWAY SYSTEM BY THE USE OF FLEXIBLE METAL CONDUIT OR BONDING STRAPS. PROVIDE GROUNDING BUSHING 0 ALL CONDUIT TERMINATIONS, THIS INCLUDES JUNCTION BOXES, PULL BOXES, ETC. ALL EQUIPMENT MUST HAVE REDUNDANT GROUNDING. 6. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 7. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 8. ELECTRICAL CONTRACTOR SHALL COORDINATE POWER REQUIREMENTS & LOCATIONS WITH GEMS SUPPLIER PRIOR TO ROUGH —IN. 9. ALL COVER PLATES SHALL BE STAINLESS STEEL WITH ENGRAVED CIRCUIT NO'S & PANEL DESIGNATION. 10. REFER TO THE EQUIPMENT MANUFACTURERS DRAWINGS (GE MEDICAL SYSTEMS) FOR ADDITIONAL REQUIREMENTS/WIRE DUCT/CONDUIT LOCATIONS & EQUIPMENT/DEVICE HEIGHTS. 11. FOR ALL DESIGNATORS REFER TO EQUIPMENT MANUFACTURERS DRAWINGS (GE MEDICAL SYSTEMS). 12. CONTRACTOR SHALL PROVIDE FULL HEIGHT DIVIDERS IN ALL J—BOXES. 13. PROVIDE REDUNDANT GROUNDING FOR THE PATIENT CAREAREA VIA THE RACEWAY SYSTEM. THE EQUIPMENT MUST BE FASTENED TO THE RACEWAY SYSTEM OR BE BONDED TO THE RACEWAY SYSTEM BY THE USE OF FLEXIBLE METAL CONDUIT OR FM BONDING STRAPS. 14. PROVIDE SEPARATE RACEWAYS OR CONTINUOUS BARRIERS FOR THE SEPARATION OF INTERCONNECTING CABLES PER VOLTAGE RATING AND CLASS. POWER AND CLASS 1 CIRCUIT WIRING SHALL BE ROUTED TOTALLY SEPARATE FROM CLASS 2 AND 3 CIRCUIT WIRING. PROVIDE A CHART AND OR A WIRING DIAGRAM WITH MARKED CABLES TO FACILITATE VERIFICATION OF THE REQUIREMENT. THIS CHART MUST BE DEVELOPED BY THE MANUFACTURE'S ENGINEERING DEPARTMENT. 15. UTILIZE EXISTING BACK BOXES WHERE POSSIBLE. 16. CONTRACTOR SHALL PROVIDE EQUIPOTENTIAL GROUNDING AND TESTING PER SPECS. 17. PER AHCA & A1A GUIDELINES PANELS MUST BE LOCATED IN THE SUITE. REFER TO PARTIAL RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. PANEL LOCATIONS SHALL BE VERIFIED IN THE FIELD TO BE FREE OF ANY OVERHEAD OBSTRUCTIONS (DUCTS, CONDUIT, PIPES ETC.) PRIOR TO ROUGH —IN AND PER NEC. PROVIDE PLAQUE ON PANEL THAT STATES "PROVIDE 3'-0" CLEARANCE IN FRONT OF PANEL PER THE NEC. 18. ONCE NURSE CALL IS INSTALLED, STAFF IN EACH DEPT. SHALL BE TRAINED/INFORMED OF NEW CALLS & PROCEDURES. CENTRAL FLORIDA REGIONAL NEEDS TO PROVIDE A WRITTEN PROCEDURE FOR THE STAFF & HOW THEY SHOULD RESPOND FOR AHCA & PRESENT AT THE AHCA INSPECTION. 19. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER 7.32.G4 OF THE 2001 EDITION OF THE AIA GUIDELINES. 20. THE STAFF ASSIST SHALL REPORT TO THE SOILED UTILITY, CLEAN STORAGE, RECOVERY, CONTROL AREA, AND WORK AREA. DUTY STATIONS AND THE BACKUP ASSISTANCE SHALL REPORT TO THE NURSE CALL MASTER AT ER. THIS SYSTEM Q SHALL ANNUNCIATE VISUALLY VIA LCD READ—OUT & AUDIBLE IN EACH AREA. 21. EQUIPMENT MANUFACTURER (GEMS) SHALL PROVIDE A FIXED DIAGNOSTIC LEAKAGE TEST PER NFPA-99 CHAPTER 7. PENINSULA ENGIiVEERINIG INC. CONSULTING ENGINEERS ESTABJSHED N 1977 2016 ALDEN ROAD, ORL ANDO, FLORIDA, 32803 • 407.248.1688 • EB 3089 o 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, JOB* arrangements, methods or plans shall be used by or disclosed to any person, firm or 04102 corporation for any purpose whotsoever without the written permission of Peninsula Engineering, Inc. Lyman Davidson Dooley, Inc. MUM �10 2 1 9r David A. Burger, PE, FL Reg. No. 47146 3 t j • h , 1 � • • i II� • I i �+,: • �,t' is IJ • �t3 i f.z i 6 ark If, e 4 �� I 4 . ., •. s • ;sir e'. 4 j f I • z , SF �` / I z I 4� l ' s 4 � r J x S it ARCHITECTURE PLANNING INTERIOR DESIGN ��.�w�.� 4hh ..v_.. x. tI C --I I 'I") 4',",'D LIGHTING FIXTURE SCHEDULE LAMPS FIXT MANUFACTURER CATALOG NO. DESCRIPTION VOLT NOTES MOUNTING REMARKS — QTY TYPE WATTS A ALKCO STS8240-1—F-120 GASKETED SURGICAL 6 T8 32 120 2 RECESSED INTO — 2 X 4 TROFFER/ DRY —WALL 1 SUPPRESSOR CEILING AE ALKCO STS82.40-1—F-120/EM-2 SAME AS 'A' FIXTURE 6 T8 32 120 1,2 RECESSED INTO — EXCEPT WITH DRY —WALL TWO —LAMP CEILING EMERGENCY BATTERY BACK—UP B LIGHTOLIER E7059CLW FRAME KIT E610 6" APERTURE 1 A-19 75 120 RECESSED CEILING _ INCANDESCENT DOWNLIGHT WITH CLEAR REFLECTOR C LIGHTOLIER SPS2GFSVA332—UNV—SO 2 X 4 TROFFER 3 T8 32 UNV 2 LAY IN — D VISTA VSL-2—SLO43—RED EXTRUDED ALUMINUM,WHITE _ _ _ 120 _ WALL — HOUSING, WHITE SURFACE POLYCARBONATE FACE, UNIVERSAL CANOPY — "X—RAY IN USE" E VISTA AZ-82 MINI —CAN 250W QUARTZ 1 Q250 250 120 3 RECESSED INTO DRY —WALL CEILING NOTES: 1, PROVIDE A 1400 LUMEN BATTERY BACK—UP BALLAST MANUFACTURED BY BODINE OR APPROVED EQUAL. 2, INSTALL AS PER MAUFACTURERS SPECIFICATIONS. FIXTURES ARE DIRECTIONAL LIGHTING, 3. VERIFY LOCATION PRIOR TO ROUGH IN. ArMUVtU MANUI'AUIVKLKJ rUK LAmrz): VJKAM JTLVAIVIA t'KVUVui-3, iw_ APPROVED MANUFACTURERS FOR FLUORESCENT LIGHT FIXTURES BALLASTS: OSRAM SYLVANIA PRODUCTS,INC.; MAGNETEK/UNIVERSAL LIGHTING PRODUCTS GROUP: MOTOROLA LIGHTING,INC. 4 -.} a _ R ,-J 1 AREA OF WORK I -.�____r..,-......., \ 111] F �1■■ www■■:w■ww■■wwwl■■■■ww�■■■■��■■�Iw■■■■01 ��_�" �_`._`�.J-- - � _ _._,______._. ____..___.________.._-__ �___.____._.r_ NP1-9 CP1-8 VIA CONTACTOR ♦♦ O5 r� x 2 r ! i j-___.__ _-__.._ ♦♦ NEGL4-13 r cep. /�, ` f.._.i I-) /�, (, .■�/� ,�' wKa�tu I , E . R# .�� E 1 ■1■w■■ ■ IA � ■ ■ ww�i ■ ■ wllswl ■ ■ Iwww ■ ■ wwsi ■ ■ w■wl■ ■ ■ mmm ■, ■ ■0**1_111 ■ ■� ■ ■ ww■■ ■ ■ ww■■ ■ ■ ww ■ ■ .,-...._._._.. ■ _ �_ T_ NECL4-1 NNL3D-19 I _•, _.__.__ ,� _• A E SAE I>_C .._....... _ __. r. ._.y _ I 41, I �l'J 1 1 i — f _._.._-- E 1 �I �ggy' ,g p. .._._.. E.. a:+.•,y M+t a' Y % . Kam",;''..+i V.:�,�". I ___.__._..__._..._._._..____......_._._... ■.....� �_._.__—....._ .�4 ;$.»e jr ! i �}"� # , ;�. � � �, : t.« ��. ��, T„ ad.:�,5&�� ..`a,`3.u�,: �. �` ygy. ,,� AE B jig, ,w akiun tt 1 3fi i3 P kk „i".Y�r? w AE f °u ,.«at r,x �i_ _.C, a ■ C� C{ C� 6 I IrI I — ' �_ -- ram, __ �i _._.e ■ 1 ! E ■i LJ 6 J fi B B A" I I1� a C i__ C _ StCr 1+�3 rit,tjJ� . ■ ■■w�■■■■■■■■■a■■■■s■■s■s■■■we■■■■■■■w■u■■■■■■ss,■■■■-■■■■Leo■■�=■■ ■■l®■■■■■s■■sww■■■■■■ssw■■■awe■■iw■■ NEW i I �' PROVIDE IMPEDENCE TESTING AND CERTIFI xnON OF ISOLATED CEJRE:,__ C�__[E_AN R, I--1 _[ a (� 0 . J �> ' -- WIRING SYSTEM AS PER NFPA 99 (1999) SECTION 3-3.2.2. CONTRACTOR _. _. I __ff SHALL UTILIZE TYPE XHHW LOW LEAKAGE WIRE FOR ALL ISOLATION CIRCUITS. _E I L9.1_—_.� I A 2 RENUVATION PLAN - LIGHTING �4 0411, Ow Pit GENERAL NOTES: 1. PROVIDE NEW RED 20 AMP SWITCHES FOR CRITICAL LIGHTING. 2. ALL EXISTING AND NEW J-BOXES ABOVE THE CEILING SHALL BE LOCATED AT CONTRACTOR INSTALLED ACCESS PANELS. 3. PROVIDE NEW NAME ENGRAVED PLATES (AS PER SPECS) INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. 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. KEYED NOTES: O FOOT CONTROL 3 POSITION WET LOCATION PEDAL WITH THREE LIGHT LEVEL CONTROL PROVIED BY GEMS. CONNECT VIA CONTACTOR TO RECESSED CAN FIXTURES AS SHOWN. FLOURESENT FIXTURES ARE NOT TO BE CONTROLLED BY CONTACTOR. VERIFY EXACT REQUIREMENTS AND CONNECTIONS PRIOR TO ROUGH IN, �2 X-RAY "IN USE" LIGHT TO BE CONTROLLED VIA GE MEDICAL SYSTEMS EQUIPMENT. REFER TO GE MEDICAL SYSTEMS DRAWINGS FOR MORE INFORMATION. �3 EXISTING U.L. OPERATING LIGHT TO BE RE -USED. CLEAN, TEST AND REPAIR AS REQUIRED. PROVIDE GROUNDING PER NEC AND NFPA. ® PROVIDE A NEW ALKCO VIEW BOX #XR3303/FAS. THREE ACROSS DOUBLE HIGH RECESSED MOUNT WITH FILM ACTIVATED READY SWITCH. VERIFY EXACT LOCATION PRIOR TO ROUGH IN. CONNECT TO HOT SIDE OF SWITCH, O5 PROVIDE A LUTRON SKYLARK PRESET DIMMER WITH ON/OFF, SINGLE POLE 1000W #S-10P-(COLOR BY ARCHITECT). SHALL BE INSTALLED IN A SEPERATE BACK BOX. PROVIDE A LUTRON SKYLARK PRESET DIMMER WITH ON/OFF SWITCH SINGLE POLE 60OW #S-60OP-(COLOR BY ARCHITECT). SHALL BE INSTALLED IN A SEPERATE BACK BOX. ad PENIiVSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAELISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 Copyright - All ideas, designs, methods and plane indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and J� 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 04102 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc, I Q° Lyman } Davidson W Dooley, Inc. Q` D +: , Q =1 c� n.' 0�: U' :. r U W 0 lr n. Ill 0 David A. Burger, PE, FL Reg. No, 47146 A C14 4 O 0 I , Z 4 t �Wy� m L :D 0. _J 0 z` UJ o C0 0 Q J (� 0 0~ m _ W D Z' o U _J LL iI W 0 � 0 W w W IY , M O a- (0 0. 1� ® 0 z W ci m LU. U _ W Z) U Z CYSTOLOGY Central Florida i nal Rego w 0 x: Hospital 0 0 0 U. 1401 West Seminole Blvd. Sanford, Florida 32771 (� ZR W Central Florida w o' Regional J C) Z' Hospital 11 U 1401 West Seminole Blvd. Sanford, Florida 32771 ?j W W >_ RENOVATION PLAN Oy xr / LIGHTING 0 Q w 0 t 304027.00 F- w g = BS U J EA W C7 � 1 E501 Q z ° - 7121 /04 Q - .---------- -- — -- i �'s�VM`�:tuw PANELBOARD SCHEDLE: NNH3 BOLT -ON 0 NEW ❑ SINGLE PANEL ■ NORMAL 0 PLUG-IN ❑ EXISTING ® DOUBLE PANEL ❑ CRITICAL CI VOLTS:277 480 3 0 4 WIRE PANEL RATED 0 400 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ D NF NEMA 1 kAIC 18 PANEL OVERLOAD 225 AMPS: PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: NMSB LOCATION: AS SHOWN N LOAD (AMPS) C.B. .Wr CKT. CKT. � C.B. LOAD (AMPS) N IDENTIFICATION AMP p N0. N0. p a AMP IDENTIFICATION T AO BO C� AW B0 CO SPARE - 90 3 1 2 3 70;SPARE_ . -- - - 5 6 SYMor SPARE 20 1 7 8 1 20 -- SPARE SPARE "k -t 20 1 9 10 1 20 t -- ` SPARE SPARE' > .k z. -- 20 1 11 12 1 20 "' .; - -- SPARE SPARE - % :" 20 1 13 14 1 20 -- " SPARE SPACE - '� 20 1 15 16 1 20 -., SPACE SPACE d° -- 20 1 17 18 1 20 �: a. -- SPACE SPACE -- s' 20 1 19 20 1 20 - SPACE SPACE ,'i , 20 1 21 22, 1 20 s5 •. - SPACE SPACE 20 1 23 24 1 20 -- SPACE 1 CYSTO O.R. ISO. PANEL NP1 10 = ' 35 1 25 26 1 50 24 \ CYSTO O.R. ISO. PANEL NP2 1 SPACE` - �= 20 1 27 28 1 20 -- +� •': k - SPACE k Y -- 20 1 29 30 1 20 -- SPACE TRANSFORMER NNL3 - t x, ` 125 3 31 32 =�,i�Y 34 33 35 36��,k 37 38 39 a 40 tt-� r SUBTOTAL AMPS 10 -- -- ' Y 24 -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 34 MAXIMUM CONNECTION PHASE AMPS: 34 TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: 9.4 TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS: 9.4 34 NOTES:_ 1. PROVIDE A NEW EDB BREAKER. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. P NP1 BOLT -ON J NEW ® SINGLE PANEL ■ NORMAL NORMAI PLUG-IN ❑ EXISTING ❑ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:277 TO 120 1 0 4 WIRE M.C.B: ■ INDOOR ® SURFACE ❑ LIFE SAFETY ❑ TYPE: ISO PANEL NEMA 1 kAIC 10 -- PANEL OVERLOAD PROTECTION 80 AMPS: M.L.O: 0 OUTDOOR ❑ RECESSED N EQUIPMENT CJ FED FROM: NNH3 LOCATION. CYCTO O.R. N LOAD (AMPS) C.B. _U..1 CKT. CKT. U C.B. LOAD (AMPS) N 0 IDENTIFICATION AMP 0 NO, NO. 0 AMP IDENTIFICATION 0 A� A� RECEPT. - NORTH WALL 3.0 _ 20 1 1 2 1 20 '` 8 LIGHTS . GFI RECEPT. N. WALL CONTROL RM. 3.0 h . ' 20 1 3 1 4 1 20 y -- SPARE SPACE - w ' ' ,, 20 1 5 6 1 20 z ' - - SPARE . `r a RECEPTS - SOUTH WALL 3.0 : 20 1 7 8 1 20 SPARE LIGHT 3.0h 20 1 9" 10 1 20<,_- 1 STEREO 2 °'° 20 1 11 12 1 20 - - - SUBTOTAL AMPS 14 'S.: ��� � � �' . '` SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 22 MAXIMUM CONNECTION PHASE AMPS: 22 TOTAL CONNECTED kVA: 2.6 TOTAL DEMAND kVA/AMPS: 2.6 22 NOTES: PROVIDE A NEW POST GLOVER/HALSEY MODEL ODP7.5-41-12-HH WITH SQUARE_ D BREAKERS. PROVIDE PRIMARY AND SECONDARY MAIN BREAKERS. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. MELBOARD SCHEDULE CATH LA13 BOLT -ON ■ NEW ❑ SINGLE PANEL ® NORMAL ❑ PLUG-IN ❑ EXISTING N DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:277 480 3 0 4 WIRE PANEL RATED 0 800 AMPS: INDOOR 0 SURFACE ■ LIFE SAFETY ❑ M.C.B: ❑ TYPE: SQ D I-OPANEL OVERLOAD 800 NE NEMA 1 kAIC 25 PROTECTION AMPS: OUTDOOR ❑ RECESSED ❑ EQUIPMENT M.L.O: ■ FED FROM: UPS LOCATION: CORR. ELEC. CLOSET UPS N LOAD AMPS (AMPS) C.B. � CKT. CKT. w � C.B. LOAD (AMPS) N O 0 IDENTIFICATION AMP � N0. N0. a AMP IDENTIFICATION T AO Bpi Co A�i B�5 co CATH LAB #1 GE EQUIP. 24 1�`�," 150 3 1 2 3 150 24 ,if'�t��'� ECIALS LAB 3 4 __� ,a. H r �a Y � 24 - 24 - - 5 6 CT SCAN 24 90 3 7 8 3 100 32 CYSTO O.R. 1 - - 9 10 - 32 - 24 - - 11 12 - 32 SPACE 13 14 3 150 24 CATH LAB #3 SPACE F,� 15 16 > y 24 Yqk - ��'� � SPACE , _- __ __ - _ a.:N SUBTOTAL AMPS 4$ 48 48 A =1K 1 80 80 80 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 128 MAXIMUM CONNECTION PHASE AMPS: 128 TOTAL AMPS "B" PHASE: 128 TOTAL CONNECTED kVA. 106.2 TOTAL AMPS "C" PHASE: 128 TOTAL DEMAND kVA/AMPS: 106.2 128 NOT. 1. PROVIDE A NEW SQ-D 10OA/3 BREAKER TYPE KA. NEW LOAD ADDED IN THIS PROJECT 2. 30 DAY RECORDED LOAD 12.0KVA X 1.25 = 15KVA + 19.9KVA(24A-CATH LAB #1) + 19.9KVA (24A-CT SCAN) + 19.9KVA (24A - SPECIAL PROC. LAB) + 26.6KVA (32A - CYSTO O.R.) TOTAL NEW LOAD ON ATS-CL = 101.3KVA OR 122A PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE, 1, 1 Al PMEMAM 80HEWLE., NECL4 BOLT -ON ® NEW ❑ SINGLE PANEL ® NORMAL ❑ PLUG-IN ❑ EXISTING N DOUBLE PANEL n CRITICAL VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 200 AMPS: M.C.B: ❑ INDOOR N SURFACES LIFE SAFETY ❑ TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD AMPS: AM.L.O: N OUTDOOR ElRECESSED Cl EQUIPMENT ❑ FED FROM: NECH VIA 75KVA LOCATI N: HALLWAY AT SPECIALS LAB N LOAD (AMPS) C.B. CKTFN C.B.rA OAD (AMPS) N 0 IDENTIFICATION AO pIDENTIFICATION g� Co AMP a N0. AMP� Bo co T RECEPT. CT SCAN 5 20 1 1 2 1 20 7 �(},v"uP�r� "� LIGHTS CT SCAN N+tµ RECEPT. CT SCAN 1.5 20 1 3 4 1 20 ; :Tx a 5.2 , � LIGHTS CT SCAN RECEPT. CT SCAN ,r 1.5 20 1 5 6 1 20 ` 6 LIGHTS CT SCAN _.; EF-2 .8 20 1 7 8 1 20 6 RECEPTS. O.R. OFFICE,STOR., SCRUB 1 EF-1 .8 20 1 9 10 1 1 20 7 -- SPACE 1 LIGHTS O.R. STORAGE, OFFICE f b -- 20 1 11 12 1 1 20 - SPACE F k " , , , 1 'IN USE' LT. CYSTO O.R. .5 on 20 20 1 1 13 15 14 16 1 1 20 20 -; `, SPACE ''�.� -- �, SPACE SPARE _ - 2 CYSTO O.R. ISO. PANEL CP1�� . r 15 50 2 17 18 1 20 , -- SPACE - 15� .i - - 19 20 1 20 -- gSPACE 4?j Ili STERIS 1 Q.R. HALL 10 M 20 1 21 22 1 20 '`'`$ -4 SPACE 2 BOOSTER HEATER FOR STERIS 1 �' p.. 48 60 2 23 24 1 20 -- SPACE 4$ 60 2 25 26 1 20 -�15�' SPACE SPACE __ 20 1 27 28 1 20 -_ : ° SPACE _'; SPACE -- 20 1 29 30 1 20 F - SPACE - Y SPACE -- ` °. 20 1 31 32 1 20 " SPACE SPACE -- 20 1 33 34 1 20 `t -- SPACE SPACE N �M xj :: - - 20 1 35 36 1 20 G F � h -- SPACE SPACE - - 20 1 37 38 1 20 -p5, ° SPACE SPACE' ' __ 20 1 39 40 1 20 SPACE SPACE - - 20 1 41 42 1 LO k SPACE SUBTOTAL AMPS 78,8 12.3 64.5 u 13 5.2 6 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 91.8 Al MAXIMUM CONNECTION PHASE AMPS: 91.8 TOTAL AMPS "B" PHASE: 17.5 TOTAL CONNECTED kVA: 33 TOTAL AMPS "C" PHASE: 70.5 TOTAL DEMAND kVA/AMPS: 33/91.8 1. CONNECT TO EXISTING SPARE 20A/1 BREAKER. 2. PROVIDE A NEW QO BREAKER MATCH EXISTING BREAKERS. THIS PANEL FEEDS PANEL NECL4A VIA FEED THRU LUGS. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. PANE LE: Nr 2 BOLT -ON /I NEW N SINGLE PANEL 0 NORMAL N PLU 3-IN ❑ EXISTING ❑ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:277 TO 208 1 4 4 WIRE M.C.B: N1 INDOORS SURFACE ❑ LIFE SAFETY ❑ TYPE: ISO PANEL NEMA 1 kAIC 10 PANEL OVERLOAD --- PROTECTION 60 AMPS. M.L.O: ❑ OUTDOOR ❑ RECESSED N EQUIPMENT ❑ FED FROM: NNH3 LOCATION: CYCTO O.R. N LOAD (AMPS] C B J CKT. CKT. B. LOAD (AMPS) Q T IDENTIFICATION AMP o NO. NO. ASAP IDENTIFICATION T A� B� AO BPS LASER SHARPLAN 2025 24 '' 30 2 1 2 1 20- ,{ - 24 - - 3 4 1 2 , ----- .0 LASER SCOPE 32 "„ ' '' 40 2 5 6 4 �F 1 20 --3 __--- 32 ;,; - - 7 8 1 20� - -_-- ----- 1 9 10 1 20-_-- ---- - 20 1 1 11 12 1 20 -- ---- SUBTOTAL AMPS, ' ` ^r' y�" ' " .lT. - - -- SUBTOTAL AMPS # TOTAL AMPS "A" PHASE: 56 MAXIMUM CONNECTION PHASE AMPS: 56 TOTAL AMPS "B" PHASE:: 56 TOTAL CONNECTED kVA: 11.6 TOTAL DEMAND kVA/AMPS: 6.7 32 NOTES: PROVIDE A NEW POST GLOVER/HALSEY MODEL ODPIO-42-2-HH WITH SQUARE D BREAKERS. PROVIDE PRIMARY AND SECONDARY MAIN BREAKERS. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. PANE AM 9C H 4 NEAL3 BOLT -ON U NEW ❑ SINGLE PANEL ® NORMAL ❑ PLUG-IN E7 EXISTING IN DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:120 208 3 0 4 WIRE PANEL RATED ® 100 AMPS: TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 100 AMPS: M•C.B: U INDOOR N SURFACE J LIFE SAFETY ----- PROTECTION i El OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: 30KVA XFORMER LOCATION: ELEC. RM. 'A' N LOAD (AMPS) C.B. Lj CKT. CKT.uI C.B. LOAD (ANIPS) N IDENTIFICATION AMP 0 p NO. NO. p r� AMP IDENTIFICATION 0 A� B4� C� AO g�, G9 CANOPY LIGHTS 6.5 20 1 1 2 1 20 6.5 Y a MED GAS CS 1,09, ED 1.20, SP 1.15 ` CANOPY LIGHTS 6.6 20 1 3 4 1 20 `. 2 .: PBX LTS.CORR. ED1.38, ED 1.50 11 5 20 1 5 6 1 20 _ 2 PBX LTS. AD 1.16 7.5 20 1 7 8 1 20 2 PBX LTS. ED 1.02, AD 1.02 10 20 1 9 10 1 20 R 2°'° MED GAS PNI_S. MAINTENANCE DIR. 1 AUTO DOORS O.R. 1r, r 2 20 1 11 12 1 20 11 11 WALL LT.OUTSIDE RADIUS LTS. CORR. ED 1.30, 1.29, 1.14 14 20 1 13 14 1 20 8 y'�rF�� rt�t °1.Y` , x LTS. CANOPY AMBUL ENTR. : LTS. CORR, CS 1.12, CS 1.16 2 20 1 15 16 1 20 `s .6 MED GAS ALARM SPECIALS LAB AUTO DOORS (OPEN HEART) F 3.5 20 1 17 18 1 20. `.a 1 MED GAS ALARM PANEL O.R. 1 SPARE - - --Y -- 20 1 19 20 1 20 - . u SPARE SOACE Q` 20 1 21 22 1 20L •a V ' F. SPACE SPACE 20 1 23 24 1 20ru t r; - - SPACE_ SUBTOTAL AMPS 24 18.6 17 16.5 4.6 14 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 40.5 MAXIMUM CONNECTION PHASE AMPS: 40.5 TOTAL AMPS "B" PHASE: 23.1 TOTAL CONNECTED kVA: 14.8 TOTAL AMPS "C" PHASE: 31 TOTAL DEMAND kVA/AMPS: 14.$ 40.5 NOTES: - - 1. CONNECT TO EXISTING 20/1 SPARE BREAKER. NEW LOAD ADDED IN THIS PROJECT. PROVIDE A BREAKER LOCK. PBQAQE A N W UPDAILD TYPED PAN HEDULE MEMAM SCHEME:NNL � BOLT -ON 0 2 NEWS❑� INGLE PANEL N NORMAL 0 PLUG-IN ❑ EXISTING In OUBLE PANEL 171 CRITICAL ❑ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 200 _' AMPS: M.C.B: El INDOOR � SURFACE ❑ LIFE SAFETY ❑ TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 50 r---- ---- - PROTECTION AMPS: M.L.O: ■ OUTDOOR ❑ RECESSED ® EQUIPMENT ❑ FED FROM: NNL3 SEC. 2 LOCATION: SPECIALS LAB 0 N IDENTIFICATION LOAD (AMPS) C.B. ' CKT. CKT. _ C.B. LOAD (AMPS) N IDENTIFICATION AO 130 Co AMP o � N0. N0. AMP 0 � A4j B� G0 RECEPTS. WORK AREA 3 fsx 20 1 1 2 1 20 1.5 V ' E; RECEPTS. SPEC. LAB SPARE _-r� n ; 20 1 3 4 1 20 '15 , 'F} �a ." ` . RECEPTS. SPEC. LAB SPARE F 1.5 -- 20 1 5 6 1 20 Y :: ; 3 RECEPTS. SPEC. LAB RECEPTS. SPEC. LAB FLR. COLUMN 20 1 7 8 1 1 20 - - :. SPARE RECEPTS. SPEC. LAB FLR. COLUMN 1.5 20 1 9 10 1 20 SPARE US. SPEC. PROC. RM. 4, 1.5 20 1 11 12 1 20rF 3 RECEPTS. SPEC. LAB CONTROL RM. 1 RECEPTS. SCRUB AREA 1„5 °�+ : 20 20 1 1 13 15 14 16 1 1 20 20 I - Y ax . \� bF°' -s> SPARE SPARE I RECEPTS. - STORAGE_ O.R.gi 4.5 SYr :1:, 1 RECEPTS - OFFICE O.R. f:�,§� fi'ij 6.0 20 1 17 18 1 20 -- SPACE 6 fi ` 1 LTS. O.R. STORAGE, OFFICE 20 1 19 20 1 20 --' SPACE SPACE fi -- }' ti 20 1 21 22 1 20A y. ' ` SPACE SPACE,' >: F -- 20 1 23 24 1 20 : --� SPACE SPACE 20 1 25 26 1 20! ;Fe SPACE SPACE tia'CraT ,� 20 1 27 28 1 20 .`111g SPACE SPACE,,^t�fa -- 20 1 29 30 1 20 : ,F�', -- SPAGE SUBTOTAL AMPS 12 1 1.5 1.5` " �'fh `A tl �A 3 3 6 1 SUBTOTAL AMPS �� TOTAL AMPS "A" PHASE: 15 MAXIMUM CONNECTION PHASE: AMPS: 15 TOTAL AMPS "B" PHASE: 4.5 TOTAL CONNECTED kVA: 5.4 TOTAL AMPS "C" PHASE: 7.5 TOTAL DEMAND kVA/AMPS: 5.4 15 N 1. CONNECT TO EXISTING SPARE 20A/1 BREAKER. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. VOLTS:208 TO 120 1 0 4 WIRE TYPE: ISO PANEL NEMA 1 FED FROM: NECL4 IDENTIFICATION CRITICAL RECEPTS - NORTH WALL CRITICAL RECEPT - NORTH WALL CRITICAL RECEPT - NORTH WALL CRITICAL RECEPTS. - CYSTO ROO X-RAY VIEWER AND LTS. CP1 BOLT -ON 0. NEW ® SINGLE PANEL N NORMAL ❑ RITICl�l__ __ PLUG-IN ❑ EXISTING El DOUBLE PANEL 11 CRITICAL N M.C.B: N INDOOR N SURFACE ❑ LIFE SAFETY El kAIC 10 PANEL OVERLOAD 80 AMPS: PROTECTION M.L.O: ❑ OUTDOOR ❑ RECESSED ® EQUIPMENT ❑ LOCATION: CYCTO O.R. LOAD (AMPS) C.B. W CKT. CKT. _ C.B. LOAD (AMPS) NO A� AMP o NO. NO. q AMP Ay, B� CO IDENTIFICATION T 3.0 20 1 1 2 1 20 ' , 1.5 CRITICAL RECEPT - EAST WALL 1.5 x a 20 1 3 4 1 1 20 1.5 ICRITICAL RECEPT - EAST WALL 1.5 1€€ 20 1 5 6 1 20 .: 1.5 CRIT. RECEPT. N. WALL CONTROL RM. M 3.0 20 1 7 8 1 20 �" 10 LIGHTS 3.0 20 1 9 10 1 20' ; x "' 10 SURGICAL LIGHT 20 1 11 12 1 20 h fi P -- SPARE 20 1 13 14 1 2q�y`l �a _ �f��iµ�g, SPARE 20 1 15 16 1 20 - r SU SUBTOTAL AMPS 12 �� 1 ,3`r-s 24.5 BTOTAL AMPS TOTAL AMPS "A" PHASE: 36.5 MAXIMUM CONNECTION PHASE AMPS: 36.5 TOTAL CONNECTED kVA: 4.38 TOTAL DEMAND kVA/AMPS: 4.38 36.5 NOTES: PROVIDE A NEW POST GLOVER/HALSEY MODEL #IDP7.5-21-16-HH WITH SQUARE D BREAKERS. PROVIDE PRIMARY AND SECONDARY MAIN BREAKERS. [PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. r Y4yi NNH3 NFCI.4 NNL3D1 NP1 NP2 CP1 LABU/A NEAL3 '` ',:>�, wit+'r PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAILISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 , 407.240.1Wa . ED 3 $ 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, JOB& arrangements, methods or plans shall be used by or disdosed to any person, firm or 04102 corporation for any purpose whatsoever without the written pe"Is3lon of Peninsula Engineering, Inc, \Ra(:<°1 IITECTURE PLANNING INTERIOR DESIGN Ly as Davidson Dooley, Inc, Dcrtid A. Burger, PE, FL Reg. No. 47146 II �- �kilr LL.1 11 Z) z Cl Cf) LLJ � L!� W LiJ �- u R1 04 W z I YSTOL GY Central Florida LL Regional W Hospital 0 1401 West Seminole Blvd. Samford, Florida 32771 ,,en ra Florida LIB Hospital 1401 West Seminole Blvd. Sanford, Florida 32771 W PANEL SCHEDULES 304027.00 RIM i d BS JEA PPIJ ANUMMM E601 < 7121 J04 ARCHITECTURE PLANNING INTERIOR DESIGN m ME 1500KVA r---------- I EXISTING XITING FPL I XFORMER FIRST I I FLOOR t TO--- 15 UTILITY '--- PLANT ROOF Q 55 2654 A AVAILABLE (NORMAL) 56 769 A AVAILABLE (NORMAL) (go 2404 A AVAILABLE (NORMAL) 75 1859 A AVAILABLE (NORMAL) EMERGENCY ELECTRICAL RM. #2 GENERATOR ELEC. ROOM #2 CLOSET UPS ROOM ELEC. SPEC. CLOSETLAB ___________ ELEC. _--- CLOSET _ GENERAL NOTES- 1. COORDINATE ALL SHUTDOWNS & POWER/CIRCUIT TRANSFERS WITH CENTRAL FLORIDA REGIONAL HOSPITAL 72 HOURS PRIOR TO COMMENCING WORK. 2. PROVIDE IMPEDENCE TESTING AND CERTIFICATION OF ISOLATED WIRING SYSTEM AS PER NFPA 99 (1999) SECTION 3-3.2.2. EXISTING ELECTRICAL RM. 'A' 3-#10 1-#1 3/4"C. I --_...____...__.. --_ - __..._.____......_____-- ___..__---_ - --__ _.___ ____ r._____---_.- _____ ___________________ _-________...____------__-___ _______-_..._--_ __.__._-___-- ____ ______ __- I �__ ____ __ _ _ _ ___ __ _ __ ._____ _________ _ ____ ---__ _ ____ __-___...________ __ ____ ---___ -_- _1 -____ __ .____.. _______-----__ a --- __ --- ----------------------- 3 -- I-------------------- ------ ---------------------------_--------- -- _____________ _—____ _ --- —_-- _—__— _—__— I --------------- 1-1-----------------�----__------------ — r—_------_-- --- _ __ 1 1 r-- ____________________ I __-___-_ _ IT__---_ _______ � -_, �________ ► 4- I 4-4/0- J-BOX I CYSTO O.R. 2-#8 1--#10GND 1"C. r-3-#6 1-#100ND VC. I I I ° I I L i I----------------- 3- 1 60 I I 1_ r — -1 1 I 1 1 1 I 1 _______________.-_- I __________ _______________________ I 1-#10GND #4GND - I I I I I I I --- ° I " I r -- -- - 1----------- I---------- I � 1Q I I I _....__ __...........____..,.._ 'l I I I I 1 r- � I I I II I I I� T-NECL4 I I I I I I X-3 � I X-4 I 1 I I I I I------ I I 1 1 i i i I I i 2 O I CATH I ' I I It I I i I 4-4 0 1- 4GND r75KVAi I I I 1 1 r1 130KVAI I I I I I I I I I I I I I II I I I I / # -I r-----III,-30KVA, I I I 1 1 I I I I I I LAB I I I I I I 1 I I Il I I I I I I 1 I I II I t I I I L 45 I II I III -' I I 'z II I_ I I 55 I 50DKA I I I I II � I I I ..�,... I I I 1 1 I I _. NMSB I I ______________ , I I I 11 19 �__-_� I r-- -� I r---, I — 1 I I I - I I I I I ° I �_____—______ - -__ , I I , T---_ j--- I _ I r___L I UPS __� I �...__---� I I i55 I INNH3 N I I 1 I I I I __ _�-____ I I I III 115 I I I I (N) (N) _ (CR) __ I I - I I I r- �- I r-I---1 I I I I 1 1 __ F--I-_ _ I f . �. 1 I I I _ t J _ I_ 11 I _ r--V- I r_J_ _1 r_ - r____� I r___- t 11 _-1 SERVICEI I I I I I 35 I i i 25 ° I 85 I I t ,_ ____-____ I I C - ��' I I 35 1100A I I I r80DA1 UTPUT L_I__ _ +- 7 r- i #2 --rrt �� NDPL�N) r_ 6 ; _>I r > _, r__ r L1 75 rNEQHi° ��-°ATS i �l�i biATS GEN. #2 1 I BYP>�551 i I QA IMRI CT MRI GT I l�1 i i i i T i IF I NNL3 I i I 1 i iNNL3A i I INECL 3AI INECL3 I °NECL3 I INECL3 I INECL361 I I I I INECL3CI INEQH3 INEQL31 INEAL31 r� NP1 NP2 CP1 �500A I --t I I I // 1 �' I I I I I I 1 1 I I I I I I I 1100A 11 Ili I i 225A1 I HEAL I I NEAR t l b IATS I NECL I I J-" I I ° S i 800A I i I b iEQ2 1800AI I ICL 1200A I I I B�AIJ �` I OOKVAI 160DA I I i i i i I 1150A I I SEC. 11 1150A I I 1 -L I SEC. 1 I I SEC. 21 I SEC. 1 1 I SEC. 21 1225A I fI ` I (�' I. 1100A I 1150A I I I I t 1480/ I 1250AI I i i 100A I i 70A I i IEA2 1225A I XFMR TR i 125A1 i iEC2 I ,�,_;1 1800A i NES i 1 I rh-, r' 1 I I UPS r3 1 1 I I I I I I 150A1 1 1 225A I I NNL3 I 170A I I N 1225A 11225A t 1 225A 1 1 225A t l 225A I I N I N I 1 1 I I I LJ 277 TR XFMR TR 7 A I I I NECH 11 1260Ai I I I 1800A I VI�1 I I �, I 1 UPS I I I 1 7 1 I _6 I I I I 1135A I _ I (N} I I I I N 1 r ___� I CR I I CR 1 1 CR 1 1 CR) 1 1 CR C t_J L J I CR 1 1 EQ I �� 1L LS�J 60A 196 19 25 (N} i 800A I XF�A KVA I i I i 30KVA i i i S I CR 1 �75K`�A �250A I L I—" I(CR L150A� � �_ J EQ �1200AI I— I_ J II �700K 80QA I L800A►I(�PUT L____� �_LN�_� L J L J �_!__J L�__J i X-1 i ' - L.S C'. J L �_J ra 1 X-2 I �- �)-� ! �_� � GT4_ J L __J ��(_ I_ �_� � r �,J — CR� r - i IiCR ( ) �, }J ) ) (CR) �J G //CR I Y 225A L__ �: J ____Jl______J L_ J !" J , �J —I— L — r n75L — I T I .� l ) I 1 7 85 I 1 I I I i- I j�__ ;-_ i i __-� (' cR)r (-____, 65 t �E� t I i` CATH LAB L---__i J NNL3p PIECL4A NECL4 �__-�75� {(VASFIRST FLOOR -, �_ --� rI I i (45 15 N 155FL �-- A A U 01ONS FOR 709KW QENERAMR EXISTING GENERATOR - 70OKWI875KVA04801277V 0 .8pf LIFE SAFETY BRANCH (ATS-EA2, 70A): 30 DAY RECORDED LOAD 10.4KVA X 1.25 = 13KVA CRITICAL ON AT(SArCL INS PEC� LAB, CATH LAB R#1 & CT SCAN PROJECTS - 74.7K A CRITICAL BRANCH (ATS-EC2, 250A): 30 DAY RECORDED LOAD 58.6KVA X 1.25 = 73.25KVA LOAD ON ATS-EC2 IN SPEC. LAB, & CT SCAN = 10KVA LOAD ON ATS-EC2 IN CYSTO O.R. = 26.6KVA EQUIPMENT BRANCH (ATS--EQ2, 800A): 30 DAY RECORDED LOAD 81.1 KVA X 1.25 = 101 AKVA LOAD ON ATS-EQ2 IN SPEC. LAB, CATH LAB #1 & CT SCAN PROJECTS = 19.6KVA TOTAL NEW EMERGENCY LOAD = 333.45KVA OR 401A I L_____________ L ---------------J 2sets 4-600 1-600OND SERVICE #2 1. DASHED LINES REPRESENT EXISTING TO REMAIN. 2. SOLID LINES REPRESENT NEW WORK IN THIS PROJECT. 200A/3P PANEL BONEANG: 1. THE EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH CIRCUIT PANEI_BOARDS SERVING PATIENT ROOMS SHALL BE BONDED TOGETHER WITH AN INSULATED CONTINUOUS COPPER CONDUCTOR NOT SMAI I ER THAN #10. (PANEL CATH LAB, PANEL NECL4, PANEL NNL3, PANEL NNL31) AND PANEL NECL4A). PARTIAL RISER DIAGRAM ELECTRICAL Fi C scare: xouE KEYED NOTES: Vw 0 TO GE SUPPLIED POWER DISTRIBUTION BOX IN CYSTO Q.R. Lyman Dwvidson Dooley, Inc. Fja,Ad A. Burger, PE, FL Reg. No. 47146 �1119 a �- C�I CD �1t m �IIfII D 0 J 0) ME 00 9 �✓ CD N IL w D 0 a III LIIJ Y TL GY Central Florida Regional LU Hospital 0 1401 West Seminole Blvd. Sanford, Florida 32771 z Central Florida W Regional Hospital '1401 West Seminole Blvd. Sanford, Florida 32771 w WWI RY LL] Y !� PARTIAL RISER DIAGRAM � ELECTRICAL � KIMIN1l11 i1 z 304027.00 U) IrImml 1 A BS JEA 4 fI1 i�11111e1141IYII1�F91�. ✓/21 /04 2 2 2.......... Sanlor 1, Florida AHCA Log No. 23/100161 HuntonBrady Project No. H�05050.00 ARCHITECT HuntonBrady 7 it .. :. ......R::. • All of blocks 1 and IN, Tier 19; All blocks IN and 2N, Tier 18; All blocks IN and 2N, Tier 17, All that part of West 1/ of Block 2, Tier 18, lying North of State Road 46; The NE Y/ of Block 2, Tier 19; All of that land lying North of Block 2N, Tier 17 and North of Block 2N, Tier 18, lying South of State Road 15 & 600; And also all that part of those vacated Rights of Way appurtenant to the above described land; LESS the South 15.00 feet of the North Y/ of that part of vacated Fulton Street lying West of the East Line of Tier 17 and East of the West Line of Tier 18, All IN FLORIDA LAND & COI_INI_7ATIONS COMPANY LIMITED MAP OF THE ST. GERTRUDE ADDITION OF THE TOWN OF SANFORD, as recorded in Plat Book I, pages 1 12 through 117 of the Public Records of Seminole County, Florida. Gr% m Z ONSTrool"UCTION DOCUMENTS 05m17m05 GENERAL INFORMATION G000 COVER SHEET G102 ICRA POLICY AND NOTES G110 OVERALL LIFE SAFE71Y PLAN - 1ST LEVEL ARCHITECTURAL D101 DEMOLITION NOTES D111 DEMOLITION PLAN - 1ST LEVEL - PHASE 1 D112 DEMOLITTON PLAN - 'IST LEVEL - PHASE 2 ELECTRICAL E001 SPECIFICATION, GENERAL NOTES, SYMBOL LEGEND E002 ICRA FORMS AND DETAILS E003 LOCATION PLAN - FIRST FLOOR ED111 ELECTRICAL - DEMOLITION / PHASING PLAN - 1ST LEVEL - PHASE 1 ED112 ELECTRICAL - DEMOLITION / PHASING PLAN - 1ST LEVEL - PHASE 2 E111 ELECTRICAL - RENOVATION PLAN - 1ST LEVEL - POWER & SYSTEMS ED211 ELECTRICAL - DEMOLITION PLAN - 1ST LEVEL - LIGHTING E211 ELECTRICAL - RENOVATION PLAN - 1ST LEVEL - LIGHTING E601 PANEL SCHEDULES E701 PARTIAL RISER DIAGRAM - ELECTRICAL MECHANICAL M001 MECHANICAL SPECIFICATIONS AND GENERAL NOTES M101 MECHANICAL - DEMOLITION PLAN - 1ST LEVEL M201 MECHANICAL - RENOVATION PLAN - 1ST LEVEL M301 MECHANICAL - NEGATIVE AIR PROVISIONS FIRE PROTECTION FP001 SPECIFICATION, GENERAL NOTES, SYMBOL LEGEND - FIRE PROTECTION FP111 FIRE PROTECTION - DEMOLITION / PHASING PLAN - 1ST LEVEL - PHASE 1 FP112 FIRE PROTECTION - DEMOLITION / PHASING PLAN - 1ST LEVEL - PHASE 2 INTERIOR DESIGN ID1-1 DEMOLITION PLAN - 18T LEVEL ID2-1 FLOOR PLAN - 18T LEVEL ID3-1 REFLECTED CEILING PLAN - 1ST LEVEL ID5-1 INTERIOR ELEVATIONS ID0-1 INTERIOR ELEVATIONS ID6-2 INTERIOR DETAILS - PLANS AND SECTIONS 1138=1 FINISH SCHEDULE AND SPECIFICATIONS 1139=1 FINISH FLOOR PATTERN PLAN - 1ST LEVEL PLANS REVIEWEI) CITY OF SANFORD a FL A R C H I T E S i� By: a +�f t3f+�l bp.7�3 is ' 3:l i 2�•ry �. :t 's �i ,>�3/'y3//A�1��� M 14� R z 0 R ■ a a I E 7 61U Fl 9 E 7 N E E R M a M N ■ M M M IN AS NO SCALE ICRA WORKSHEET Step 1. DETERMINE CONSTRUCTION ACTIVITY TYPE FI TYPE A: Inspections and Nori-Invasive Activities. IrICILIdes, but is not limited to, removal of ceiling tiles for visual Inspection limited to 1 the per 50 square feet, painting (but not sanding) wall covering, electrical trim work, minor plumbing, af id activities which do not generate dust or require cutting of walls ar access to ceilings other than for visual inspection. ❑ TYPE S: small scale, short duration -activities which create minirrial dust. Irifflude% but 'is riot limited to, installation of telephone and computer cabling, access to chase spaces, cutting of walls or ceiling where [dust migration can be controlled. TYPE C- Any work which generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies. lnclr-ides, but is riot firnited to. sanding of wall for painting or wallcovering. removal of f] oorcove rings,, ceiling tiles and casework, new wall construction, minor ductwork or electrical work above ceilings, major cabling activities, and any activity which cannot be completed \,vithin a single workshift Major demolition and construction projects,. Includes, but I,,; riot limited to, ac,�tivjtiei� which requirePE D-. "onseci-itive work shifts. require heavy demolitior. c, removal of a complete ceiling system. and nevv construction ri Step 2. DETERMINE INFECTION CONTROL RISK GROUP F, GROUP I GROUP 2 ❑ GROUP 3 GROUP 4 LOWEST # MEDIUM MEDIUM HIQH HIGHEST (-)nice Areas All Hal!ont Care Units, Emergency Department Transplant Clinic Conference Rooms Waiting rooms* Main Lobby Radiology areas 'Surgery SUltPS Public Bathrooms POCP Recovery Rooms Waiting roorris, 1 Labor and Delivery Labor ('3, Delivery ORs Nurseries Cardiac Cath / Ang io Pediatrics CVIOU RICE SUrgenj Outpatient Units All Intensive Care areas I Dialysis and Transplant Nuclear M uclea edidne Oncology / Bone Marrow _LAdmission ibi-s-c-harge area— F-i-�ardiology Physical Therapy tank area Hyperbaric Medicine Cafeteria Endoscopy Echocardiography Pharmacy admixture Laboratories Pharmacy Areas not listed above will be classified upon agreement frorn Safety, Infection Control, and Department Leadership "dependent on location Step 3. DETERMINE CONTROL TYPE CONSTRUCTION ACTIVITY TYPE 10 RISK LEVEL TYPE A 0 -r(p� TYPE C TYPE D ❑ Group I I II II III/IV El (croup 2 I II III El Group 3 ill III/IV -IV IV LX1 Group 4- F---III III/IV- IIIiIV IV Project Control Class Assigiled: (go to Permit on reverse side) J:\2005 Projects1060501ProNf 3.1 - code info\FI-05050.00 - PF 3.1 - ICRA-CLASS 3-04.29.05.doe - 05/17/05 CENTRAL FLORIDA REGIONAL HOSPITAL ICRA POLICY CLASS 3 INFECTION CONTROL RISK ASSESSMENT (ICRA) CONSTRUCTION PERMIT Copy must be posted an work site Central Florida Regional j[Qspital 11'ermi'Number: WorkOrder Number: i Location of Construction: Level One — Main Hospital i Project r3tart Date, July 2005 Project Coordinator: Carl Harris Estimated Duration: 6 rrionths Contractor To Be Determined Permit Expiration Date - Contractor Job Supervisor-. To Be Determined Telephone: CONTROLS El CLASS 1 1 Obtain infection control permit before construction 4. Keep work areas clean. Wet mop or vacuum with HEPA (99.97% begins. effective at 0.3 microns) befora leaving worksite. 2 Executeerxk by methods to minimize raising dust 5 Seal holes pipes conduits, and punctures Data from construction operations. 3 Ir nmedliately replace any ceiling tile displaced for Initial ❑ CLASS 11 o P(,�rfuna CLASS I control-, plus; 9. Seal unused doors with duct tape. 10. Wipe surfaces with Florida Hospital approved disinfcclunt. 6 Provide active means to prevent -airborne (Just 11. Contain constructicn waste before and during transport in h olitly from dispersing into th�. owrironfirent• Date ' covered rontainersat all times Cover tool and supply carts or dean 7. Water mist work surfaces to control dust while contents and cnrl prior to moving to and from %kjoiksite. cutting *12. Place walk -off (.stinky) r nat at entrance a n d exit of work area and Initial 8 Isolate HVA(-; system in area where work is being change frequently. done to prevent contamination of the duct system. L] CLASS III Perform CLASS I and /I uoiitrols plus., 15. Do not remove barriers from work area until complete project is 13. C(snplate all critical barriers or implement control thoroughly cleaned by Env. Services Dept. cube rnethod before construction begins. 16. Vacuum work with HEPA filtered vacuums. 14. HEPA units and necessary duct are to be installed 17, We[ mop with disinfectant Date and run -1 hour prior to barrier setup and baselin-e 18. Remove barrier materials carefully to (ninirnize, spreading of dirt and testing. Allowable particle Mints at end of duct debris associated with construction. run are: '1000 PPM at 0.3 rnIcrons and 20 PPNI at '19. Initial Contain construction waste before transport in tightly covered 3.0 microns. containers. 15. Maintain negative air pressure within work site utilizing HEPA equipped air filtration unit-, and rnorritor with magnehelif. gauges. CLASS IV 4, Perform CLASS 1, 11, and /if controls plus: 21. All personnel entering work site are required to wear Shea covers 20. C-onstrUCt anteroom and require all personnel to where appropriate Date pass through this room so they can be vacuumed 22. Do not remove barriers frorn work area until completed project is using a HEPA vacuum cleaner before leaving thoroughly cleaned by the Environmental Service Dept and releaged Initial work site or they can wear cloth or paper coveralls by Safety and 1 nfection Control that are removed each time they leave the work site. Additional Requirements. Exceptions or Comments: T-- --- --- --- --- --- --- --- Maintain negative pressure and HEPA filtration for I hour prior to Exceptions/Additions to this permit are noted above or on attached sheet requesting clearance approval by Safety & Infection Control. Date Initials Date Initials Permit Request fly' Permit Authorized Rj: Date: 7Date: upon rninpletfon of the projecthe Hosp 1(al Project Manager is to notify the Saf&y Depadlnent and the Infection Control E)epartment for the final check of the area, Occupancy is not allowed until clearance is cliven by the Safety ancilar InFL-Gtion Control Department. Revised 4/29/2005 L-a_tPrinted: 05117/05 1:30PM P a X SEAL Charles V"'. Jr. ■ 01 OPEN HEART ICU FINISH UPGRADES ■ - =--mr A R C H I T E C T S DATE SUBMISSION / REVISION NO. 05.02.05 CD PROGRE55 SET O5.11-05 CON6TRUCTION DOCUMENTS ICRA POLICY AND NOTES PROJ. NO. H05050-01 SHEET DRAWN M.S. G102 Copyright HuntonBradY Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fox www,huntonbrady.com License AAC001744 ■ a I �11 a a a a a a a J a a a a a a a a a a WED. STAFF r,484 H LOUNGE ................ ........ ----------- .................. . ....... DRS. OUNCE �,OVERATIONS�j OFFICE 11418 .......... ............... COPY CHARIF OFFICE OPEN .............. .. ... . . . ... ............. .................... ? . . ..... .. RECORD . ......... ........................ ii ADMIN. : CODING d !17b QMPUMLZ FL L KITCHEN/ C T1407 STOR_ -- ------ --- ............... fWALL RATING COULD NOT BE VERIFIED KEITH . . . .. ......... .. . .. .......... . .................. ........ . ........... ................. T C M4 C&D ........... .. ..... . .... ............... ..... ...... I.%, ............................ BOARD ...................... Rk STAIR ........................ ................... ............................... CODING SUITE............................... .................. ........................... ........................... .......... T1 489 ...... ...... ......... DINING L 502 d COMPUTER .................... RECOVERY UTIL Cffa ................ .............. ................ ............................. . ..... ...... ............. .......... ........... OFFICE ...... ......... .............. TLT. MENS T NOR LOUNGE cwb DRS. ............................ ..... ..... ....................... ............. 11467 ..... . .............. ................ .......... . .. ..... ... . . ........ PAT, ......... ... ........... GO E RIA .......... ILL ...... .. ... .......... . .... . ............ Cob 1 4 ............ PAT.?? ......... QUALITY ab RESOURCE RM. .................................. TT4 .......... VEST. ........ .. .. .. . ............... PAT ... . ......... . ...... . ..... ....... ....... PAT. RM.' ... ............... ... ........ .......... WORK ]LT. LT. GIFT AREA CWJ, C%%b -7 C 1±1 D c%b: SHOP .......... .......... ........... .............. ............... .......... ...................... ............... ............ ............ .... ...... V* ... ........... COIN. E0UIP:-- ...... ...... =,5 PAT. dMD GORE SCR. 'ANGLING LOBBY ................. (!= �;l I Z F1419 20D .............. C&D ......................... . ................ . ........ Iii - , .: �� ..................................J . ............... CHAPEL LABOR AND DELIVERY-. L&D ............... .......................... ...................... NURSEV .................... cw ............... OFFICE c= WED A PAT. i,::::. SIR TILL CEN ZED S 90 SERVER cac,-� .............................................. NOURISH SCHEDULIN MW �114 114 .................................. ............. . ........ . ...... ...... T144 (AD EDUCATION ........ . . ........... ............. . .. .............. . . ............ ... .......... OIR .............. ........... .............. 117. 90 PAT. I.S. ORE ............ OMCE V 5 WAITING T 411 . .......... ELEC. RISK A,OhD . ..... . ........ .. ALI: ELEV .............. P. 200 4 C ..... ..... c0b C %4 !11 D .............. 4- ...... ..... C11j:) EN'S ELEC. zu ILL VEST. ......................... 14,12 F IP.. CMD PEDIATRIC �z OUT ........... ULED . . ...... PAL r ..... ........ .... . ............. 20 t.................. . ......... ............. ................. ........ UMANPAW C%D ISOL.......... RESOUHCES C%RD . ........... PACU i Ir 90) INFECT. CONTROL Y NuRSES, NVHS�S COM. QUAUI RECOVERY .......... ........... NURSES PAT. To. L i�ii (t MRVA L&D: SHORT STAY PHARMACY SCILIEU .............. ........... PHAMAACY .............. COOLER ILT. SURGERY CUTPAT. ............ .............. ............. ............... IV T13 STAGING BLOOD 24 STOR. ....................... iPR 8) T1 306 INK ,P ; ............. Tj ............... .......... . ......... . ......... TLT UK. FREEZER C31E) 1 ............ RML� :d 10 (-T IT PA qG131....... .. ........ ---------- ................ OR .... ..... .. .. LOON TT ............ LOUNGE/ ........................ .......... .. .. . ........ . .................... ...... ............ ................... OR LKRS. CLINICAL ............. .............. COORD. PHARMACY . . ... .... 1ALIRCERY D 113308 IN - . ............. n2O .......... .......... ................. ............... c� . ............ ........... ILC. ............................ ....... .. ...... ............ .......................... .......... NUCLEAR O�R. "CAL ..................... SPECIMEN CLEM MEDICINE @pORD. WATERIA1. DRAMNG WORK NU MRSLS .. ... ........... IT ........ ............. .......... .............. ; ........... ... .................. HSKM CRE CUL) ............................. ............... P ....................... STOR ................................. .............. Y LL ........ WCROBI ................... COIN. DIRTY . ....... ...... .............. . .. ............. T13Ff-) D-R ................ NUCLEAR UIL MEDICflNE SCIQUILING RML 112 0 ...... ............ WMEN*S L7 T� c= ........... OFFICE OFFICE LOUNGE ............... cmb DIETARY c Fuji . . . . . . . . . . . . . . . . . . . . . . WALL RATING COULD NOT BE VERIFIED ............... C can RM. IT 'SIHE ......... L ................... STAR 2D KqA ............. ... .......... .............. ............... SICH. UJIVAT. 0 R RML C T ........................ . ................... .................... ... ............................... . ............... S............ ... ... .................... ....................... CIE MEN'S CUT TIM7 . ..... OFFICE THc 17 ci T CU GE ...... ..... ...... .................. .......... U2D ........ . .... ............................ COID LAI] CORR. ......... ..... ...... MEN'S NURSING ............ ......... WOMEN'S ........ .............. ........ ................... ......... ............ ...... . . . . . AF ...................... CTI-51 Sf F LKRS. ..... . . . . . ......... ............. ............ ........ TL MECH. : ............................. . .................... I .................... ..... Y ................. ............. ......... CLUL . ..... ............. C&D ... ........ WIWHLP0CI_:s, HMI. RM. S [OR. ........ ....... . .......... ............ ............ ..... ......... ...... ..... AREA .................................. ................. ........... ...... 11 ................ ............ ......................... Ru. ........ .. ............................... T CME i! ......... ............ ............................... .................. .......... OFFICE ......... .......... .......... ....................... C13 ...... ............. ....... . ..... .. 200 . .... .... ............ ................... ........ ....... .. ...... PT ............ ......... .. ............... ........ ...... ............. ......... ...... . ........... ....................... jWHT11�LPD1OL .. ........ .......... ............. -tr, ................. . .. .......... . ...... P1 "A ERAPY 71�052 Tit ............ CORR OFF1 C !Ti STRESS....................... .......... ............ ............. LAB.............................. CY ........... C"O. cLsr CENTRAL . ........ ........... . . . ........ .. ..... .......... SUPPLY f; .4 i .. .......... & ........... STRESS'_'� SUPPLY ........................... CHAIN i i �; jI M47J TLL a f coo CMD*: I YJB- ETD c TIM+ ............. ... ...... ,. ;4, . ; OPEN Ax, CTM .......... ..:. HEART ... ....................... TEMPORARY EQUIPMENT STORAGE LOCATION ..... ........ ....... .............. . OPEN HEAR WESHIESIA ............ CMD ... .................... ; . O.H. ..................... moo OFFICE .......................... J.C. .. ......................... BANK -T-AD PHYSICAL 15 Fit C ................................. . (:::[, n;; , BLOOD �j THERAPY . ...... (SEE SHEET IDIII) .............. MY ii CM:) �q AZA) ............... . ............. ............ ......................... ................ ........ ........... T1051 'A 11 7 "n j A ................. ............ COMPANY 4 ......... . OFFICE T ........... CORIF. CM7 C%b CMD cid ELEG. A ................. .. ............................. :::::-: :; .......... ......... . _ .... ........ .................... MAMMOG. .......... Al .............. ........... X-RAY X-RAY CT to .................................... ... DAW EXAM. EXM. COMPANY EXAM. cEb OfiD @) RM_ RM. PRE ADMISSION 1_3 1:L Id- .1 "� : MAMMOG. 256 C&D CITOD PROCESSING R.T. TL1 RM, RA L 7.7 * III @ : . . ......... T1194 CAIN WORK LAB RM. RM. ...... ....... -D ............... c =w 01112- EXAM EXAM -C&D NL W. 77 CEEDU TLL CORR ........... ':�Ay I SKUAL PHC R , CT ............ CONTROL CON TROL it RW_ CL CCRR. can MLOL ';. ......... . DARKROOM . .......... NURSET ULTRA I =116 C&D-i ELEC. UIUMED CMD ................ SION. DISIMIM ARY SERVICE CLOSET LOCATION TEMPOF cfgn RECEP. cRk @ .............. CAD Tf18 \��b ! 11 1. _ ILL 1711 ; .............................. (SEE 5HEET IDIII) COWK t ER CON ITTOL I X RAY X-RAY i : X-RAY Im. i pHn. SCILED DRESSING MED RM_ it -D C&D 0. CLSr. CRID C&D a 0 0 M ME 46 (!Wb CAD L "IT CART LAB' X-RAY WORK 10URd I T ............. . ................... Cm T ......... LXFL a c- EMS c� PUMP 9 L1,T1. SCCVE PAT. w RM. ASH ULTRA ......... ...... CAD OFFICE C D CLIK2 D .. . ...... .. 99 HAOXXOG f." a a PLANT ENDO, EMERGENCY :% - MR] Y RAI)IOLOGY '7 ........... a GLNU(ATOR C-TT1-20 �CAIH LAH : - . ........ ........ ......... HEADING (11311. im a a 111111,11111�m a a a a a a a a 0 0 a READING EXAM 1'� c CORR. CONIROL .......... ... RM. ti . . ................................ X-RAY IT251 C&D @ii FILE COM EMERGENCY 111GI C20) MAIN ELEV UISINUUTION 1 1 i PAT. LIMITS OF CONSTRUCTION 0 TELE. STEREO GENERATOR uc. $ RW............... ....... .. .... .. . .. a RA 0 . .... ...... EWIP. READNG UPS ............ c A&I P MULLIGY i� CAD CUT, A RM. III-Im a a J" a ra ARD; 11 66 CADI ONL CONSULT. LAU a ............ ............. .............. 7*.'...'.'.'..' ....................................... ... ...... .... CAIH LAB ..... ..... I jo a 0 a a jr�� ..... ...... a ................. PAT. c1fiD :1 FPL FRANSFOITAIER VAULT C= Al OVERALL EXISTING LIFE SAFETY PLAN 18T LEVEL a a a a a a K a a a SEAL A Jlo- -n k.J .1 -CA A ICIN I MY.31 4 OPEN HEART ICU FINISH UPGRADES a Hunton A R C H I T E C T S DATE SUBMISSION / REVISION NO. 05.02-05 C[D PFCGRE55 SET 05.1105 CONSTRUCTION DOCUMENTS a a OVERALL EXISTING LIFE SAFETY PLAN 1ST LEVEL PROJ. NO. HO�050.00. SHEET DRAWN G110 %F "I a a f1*15 0 W a a a a 01 a rul Copyright HuntonBrady Architects P.A. All Rights Reserved, 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 c W--) con i�il CLEAN �i SO-. -4 1 DiR. HOLD COMM ::::a I' CLSL OIL DR - STY (710 �1� EQUIP. TIM. 20 a . ... .. _�-C&D a C&D a CMD @ ....... . ...... ............. AN If CORP HSXPG T RIA. FILL DICL ELEC WED. a 62 RM. Tit CLST: it CRS,. cl� I "J PAT. .............. RM. WED . ...... PBX CNN--) �111111 ......... ............... a BENEFITS ........... ............... ........................... ............. SOILED Vi� OPEN HEART TO INTENSIVE L a OPEN HEART �P Aj & CATH 11 J;& .......... ............... ............. CRARY 6TAFF LOUNGE LOCATION "/A PAL ...... TEMP PAL PAT. PAT. PAT c� ff1b TILT. RNI HM., :i RM. RM. ii � �r,,f;.�;;. = NURSE PAT. .................... 11: , I . . . = iic ATH LAB 3 RM. LAB :1 (712M CI (SEE 614EET [)III) RM CA CAD i EQUIP. a RIID! CAD C-4k)1i dRb TH CAIH' LAD ................. a C&D ................. b, L m 11 K,10 � ::: � I I * PHY5., ... ....... ............................ r f- CORR. OUNCE ............ ... ER c= PAL WAITING ULAN PAL C=m i LIflL ER RM. RNI a a MID c Ii �_.....j NURSE ....................... TLL .. ................ FAST TRACK a NOURISH :IEAIH J a ........................... .......... a SIR !F1;:.1�.`.^.'..,!;3,j a if OL NURSES' CM65r) PAL RM. a............ . ............... ..... ffi FAST MEV. ............ ............. .. . . ..... . ..... .............. PAT. :q 0: AD . . .... RM. *;m 0 W.0 IN a a 1P R a TRACK a ..f . ..... PAL UPS .......... E,611 '* .1 a EQUIP. a UPS dRD RK CIL.ST. a CRE f: MICLST. a CORR. CAD 211 a CMED PAT. a .......................... k............ . ...... ...... CAD PA PAT. RM. RM. __j� IN ........... j: a a 1140 ; � . . i1 .................... TP a DECONTAWINATION % .................. 9 CAD Cho CT 39 ILL Tit ........................ RM. a fff:=? .......... ............... ............. y @ PAT. 9VE a 0 W, .......... . ...... I PAT. PAT. k�> e -xz _ . =:�_, E.R. E::::::_ _.*t ............ PAT. a RM C�b FAST a C&::) a C T1135 a a CrED [His AREA Nor VERIFIED a DUE TO HIGH CEILING ............... ....... a ON . ............ FrI FT 3 FT 4 CALL ................. ................ .............. . ........ . ...................... ................... ..... ....... a (:fib 11 52L) 1: IAIIIiim a ME ME Emma MEMEMEME EMEMMEME EMEMEMME a F ................. ............. ........... .......... . ........... ........... ................. ............ ........... LEGEND FEE 0XIIIIIIAM comw 1-w w on 000 I-M FEE 1w 0-M on No ON ww sm _9-wwwwwwrum -"amma"M NA 0= FAIN MT 1CMEW *-A 3M 0011131 (Z�) W OW RAIM Wr LWIM W-MI11 MIJ N®R M On MT Min .............. =-.1.1.1.1.1.1.1.% IM w= 01 + q 1, = im IP 2Ir >` 0 KEYNOTES ................ 4t . . ..... 3.102 EXISTING 06100.A1 FIRE RETARDENT .............. G� 05E OPEN CL05E CEILING SPAC DUCTS W/ 6 MIL W/ 6 MIL FIRE kE515T. FIRE RE516T. POLY. SEAL JOINTS, POLY. SEAL PENETRATIONS,; 4 ... W% DUCT TAPE PERIM.-W/ DUCT: TAPS f; { 06100.A1 ;i ...............:....;:.................................................... FIRE RETARDENT V.SEAL AROUND ALL 09510.AI PIPE AND DUCT EXISTING PENETRATION5 IN �09260.86 THE PARTITION AND POLY BARRIER 07210.A1 W/ DUCT TAPE OCCUPIED 51DE ' 09260.C1 NOTES: < - RENOVATION I. PLASTER TAPE ALL JOINTS. > SECURE ALL TAPE W/ RAM -TACK' HIGH TACK'. SPRAY OR EQUAL. 01210.A1 2. FINISH OCCUPIED SIDE 09260.C1 WITH SEMI-GLO55 OR, EGGSHELL PAINT. t 092 � 5• 1UJ4KJS6/.VKJ 3. PROVIDE WATERPROOFING MEMBRANE tv EXTER FACE. 3.102 XI5TING IN OP r. 06100 ROUGH CARPENTRY 06100.A1 wood blocking 01210 BUILPING INSULATION 01210.A1 bait insulation M60 GYPSUM BOARD ASSEMBLIES ■ 09260.56 fire rated gypsum board 09260.C1 meta I stud 09510 ACOUSTICAL CEILINGS 09510.Al 5u5pended acoustical ceiling 5y5tem ORAL NOTES ■ 3.000 STRUCTURAL 3,102 concrete Floor slab �3 zu. As ■ ■ SEAL ■ 0 1"C4� Charles 1,11. Oc"n., Jr. f ^03 e n �x: G RE _ x OPEN HEART ICU FINISH UPGRADES e Hunton ® .• ■ A R C H I T E C T S DATE SUBMISSION / REVISION NO. 05.02.05 CD PROGRESS SET 05.11.05 CONSTRUCTION DOCUMENTS ■ GENERAL DEMOLITION NOTES All TEMPORARY PARTITION TYPE A15 GENERAL DEMOLITION NOTES PROD. NO. H05050.00 SHEET DRAWN M.5. NO SCALE D101 1 11 _y a TQ Copyright Hu tonwa* Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.corn License AAC001744 I. 5OLI1D DASHED LINES INDICATE WALLS AND ITEMS TO BE REMOVED. SCREENED LINES INDICATE EXISTING WALLS AND ITEMS TO REMAIN. 2. CONTRACTOR SHALL FIELD VERIFY ALL. EXISTING CON5TRUCTION RELATED CONDITIONS PRIOR TO STARTING DEMOLITION. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED AREAS ADJACENT TO NEW CON- 5TRUCTION. 4. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORD- INATED WITH THE OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION WITH NORMAL DAILY FUNCTIONING OF THE OWNER'S OCCUPIED AREA5. 5. N015E DURING DEMOLITION 514ALL BE KEPT TO A MINIMUM. ANY WORK REQUIRED AFTER NORMAL WORKING HOURS 1:00-5:00 SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE. 6. CONTRACTOR SHALL, AT ALL TIMES, INSURE UNINTERRUPTED HEATING, COOLING, PLUMBING, ELECTRICAL AND COMMUNICATIONS SERVICES CONTAINED WITHIN THE PROJECT WHICH SERVE PARTS OF THE FACILITY REMAINING IN SERVICE. ANY REQUIRED INTERRUPTION OF SERVICE SHALL BE COORDINATED WITH OWNER'S REPRESENTATIVE TO ALLOW MINIMUM INTERFERENCE WITH OWNER'S OPERATIONS. 1. THE OWNER SHALL RETAIN ALL SALVAGE RIGHTS OVER BUILDING MATERIALS THAT ARE OF VALUE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. THE OWNER'S REPRESENTATIVE SHALL DIRECT THE INDIVIDUAL CONTRACTORS To THE LOCATIONS OF STORAGE AREAS FOR VARIOUS SALVAGE ITEMS. THE STORAGE AREAS MAY BY OFF-61TE BUT WILL BE LOCATED WITHIN THE GENERAL METROPOLITAN AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE BUILDING AND THE CONSTRUCTION SITE ALL CONSTRUCTION DEBRIS AND ITEMS NOT RETAINED BY THE OWNER'S REPRESENTATIVE. NO STORAGE OR DUMPING or DEBRIS WILL BE ALLOWED ON SITE. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 5TORAGE AND PRO- TECTION OF ALL SALVAGE ITEMS WHICH WILL BE REUSED IN THIS PROJECT. 9. FOR INTERIOR AREAS, PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED BY THE OWNER AND CONSTRUCTION PHASING. 10. TEMPORARY BARRICADES SHALL BE INSTALLED TO PREVENT DUST POLLUTIO1'11 OF SURROUNDING AREAS. PARTITIONS MUST BE INSTALLED IN ACGOF,,QANCE WITH FIRE PROTECTION AND EGRESS REQUIREMENTS. COORDINATE WITH OWNER'S REPRESENTATIVE. 11. TEMPORARY PARTITIONS ARE NOT TO BE REMOVED UNTIL ALL FIN15H WORK 15 COMPLETED OR APPROVAL 15 GRANTED BY OWNER'S REPRE5ENTATIVE. 12. UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR SHALL BE RESPONSIBLE TO PATCH TO MATCH ADJACENT CONSTRUCTION. 13. ALL OPENINGS AND VOID5 LEFT BY THE REMOVAL OF EXISTING CON- 5TRUCTION, EQUIPMENT, PIPING, ETC. SHALL BE PROPERLY PATCHED OR CLOSED OFF TO MAINTAIN FIRE RATING OF SURROUNDING WALL. 14. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE PATCHED AND PAINTED, OR PREPARED FOR NEW WALL COVERING. IF PAINTING 15 REQUIRED, THE ENTIRE WALL 5HALL RECEIVE PAINT TO AVOID MISMATCH OF COLOR. 15. ALL FINISHED AREA5 WHICH ARE DAMAGED DURING DEMOLITION BY THE CONTRACTOR SHALL BE PATCHED TO MATCH EXISTING FINISHE5. THE CONTRACTOR 15 RE5PON51BLE FOR PROVIDING NEW FINIS1AE5, CEILING, FLOORING, ETC. TO DAMAGED AREAS. 16. EXISTING ITEMS, SUCH AS EQUIPMENT, PLUMBING FIXTURE5, ETC. TO REMAIN IN PLACE SHALL BE PROTECTED FROM DIRT AND DAMAGE DURING DEMOLITION AND CONSTRUCTION. 11. WHERE REMOVAL OF A PORTION OF FLOOR COVERINGS ARE REQUIRED, REMOVE ONLY THOSE MATERIALS TO THE EXTENT 5HOWN WITHIN THE ROOMS OR CORRIDORS. DEMOLITION INCLUDES REMOVAL OF ADHESIVES, GROUTING BED5, ANCHORING DEVICES AND REQUIRES REMAINING SURFACES TO BE PREPARED FOR NEW CON5TRUCTION. 10. ALL CEILING ITEMS TO REMAIN SHALL BE TEMPORARILY REMOVED AND RELOCATED AT THE SAME LOCATION IN THE NEW CEILING. 19. ALL EXISTING EQUIPMENT ITEMS FASTENED TO EXISTING CONSTRUCTION 5HALL BE REMOVED TO PREPARE SURFACES FOR NEW FIN15HE5. ALL ITEMS SHALL BE REATTACHED AS DIRECTED BY THE OWNER'S REP- RE5ENTATIVE. 20. ALL NON-ATTACHED ITEMS, SUCH AS FURNISHINGS, MOBILE EQUIPMENT, CHAIRS, ETC., 50ALL BE REMOVED BY THE OWNER PRIOR TO COMMENCE- MENT OF DEMOLITION WORK. COORDINATE WITH OWNER'S REPRESENTA- TIVE FOR REMOVAL OR RELOCATION OF ANY REMAINING ITEMS. 21. CONTRACTOR TO PROVIDE A TEMPORARY 6 MIL POLYETHYLENE 5HEET DUST BARRIER FROM FLOOR LINE TO BOTTOM OF EXISTING STRUCTURE ABOVE AT NEW CONSTRUCTION AREAS WHERE NOTED ON PLANS. 16 GENERAL NOTES R i 4 ............... _....._.......................... .._,.,.,...,.._,............... .............................. .................... .................... ...... { I t ■ f � i f { E i 1 �11�5 1 NOTE5. 1.) A. EQUP. 5TOR. T1242 TEMPORARIL'r MOVES TO PRE -OP HOLDING T1263, SEE 5HEET G110. F3. NUR5E MGR. T1241 TEMPORARILY MOVE5 TO PNY5, CON5ULT. T1229. C. NOUR. T1239 TEMPORARILY MOVES TO STAPP LOUNeE T1231. ID. CLEAN UTIL. T1230 TEMPORARILY MOVES TO STAFF LOUNeE T1231. E. 5TAPP LOUNGE TEMPORARILY MOVES TO OPEN HEART/ICU WAITINe T1241 (SHARED), SEE SHEET e110. F. 5ERV. CLO5. T1240 TEMPORARILY MOVES TO 5ERV, CL05, 1211/ SEE 5HEET r-:;110. G. IF I50LATION ROOM 15 REQUIRED, SEND PATIENT TO ICU - LEVEL 3. 2.) TEMPORARY CONSTRUCTION BARRIER 15 COMPLETED. 3.) WORK COMMENCES IN PATIENT ROOMS 11(o THRU 119, NOW -VACANT SUPPORT SPACE5, AND [DLMOLITION OF EX15TINe NURSE 5TATION/ CONSTRUCTION OF NEW NURSE STATION. TOTAL PATIENT ROOMS IN OPERATION DURING CONSTRUCTION: 5 ROOM5 100, 109, 110, ill, AND 112. _ .......... _._... ..._... ...... .. ....... ..... __1 ... .................. . P-iV ......... ......... ........................................................................ .................... ..... ..................__......... .......... _. .,... ..... ...... _. .. .._.......__. . .._..... . } .._ � { ............... ... .... . ..... i�rw v. T yu {St E .. t .; s ® ® ® ® ® _w ........... .. . : % Y / G 40 '. tt / ;.,;,..,... till ....... ....... r., .�^ `. _ ,,,, ,,. ,.-- ..,.......................... .. ..........,..,�.._,_.._,.,,,... .......... ..,.�,,.,_,,,,,,,,,_ ,,. ....... .. ........ .. 3 s 9 l ........................ ._..... r. , 4Y. i s u ... f — f. 1 f f. / 2 / E ;..... ; . s s, ., .......... ...... ........ ......, ...,,,,,... .. ..... ....... .. .,. ...... � ' t , 7 Z; s , t ..._ ... .. ... .. ....._..,... .........,.,...._ _.. / t' .............. ... .,.,,,. ......... t • ,....... _ _, ........ .. .,. / ' s / �/ is I I s .... ._ i t ; + f G `r. f r �z i i i tYr .r' ^ ,. J .. t F ... h i 'i 1 R 1 1 k✓ :: f r Y OAM DEMOLITION z'a ' 0.991 temporary partition e e s s ■ ■ K ■ e ■ SEAL OA5a�9h�� W. lJ'.,,.vy Jr. ■ e n t ra <J REGIONAL HO""PITAL OPEN HEART ICU FINISH UPGRADES ■ Hunton ■ A R C H I T E C T S �F DATE SUBMISSION / REVISION NO. 0522.05 GD PROGRFE55 5ET M11.15 CON5TRUCTION pOCUMENT5 ■ ■ ARCHITECTURAL DEMOLITION / PHASING PLAN 1ST LEVEL - PHASE 1 A PROD, NO. 1400�0.00 SHEET DRAWN M.S, D111 K m is It) _2 Copyright Huntonl®rady Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 Al DEMOLITION / PH V47 ®T�" ASING PLAN m 1ST LEVEL - PHASE 1 s ■ <a ■ il3 ■ m ■ s a m GENERAL NOTES ES ............. ..... ...... :......� ................. ............... ........... .... ....... ... ........ ... ._. .;... .... ........f { E k ■ a I, { poi.,F .,.............................,.,,.._...,.. ...... _....,..,._..._. .. ..... _.........._....................... S y r .'.... r •z Al DEMOLITION PH V 'r 1-w ('a OOOO DEMOLITION 0.982 temporary door 0.991 temporary partition : j� ■ N ■ m i ■ i? ■ k. ► ■ ■ SEAL I Fic, i .,ia OPEN HEART ICU FINISH UPGRADES Hunton ■ ARCH ITF_CTS DATE SUBMISSION / REVISION N®. 05.02.05 CD PROGRF55 5ET 05.11.0� CON5TRUCTION DOCUMENTS ■ : ARCHITECTURAL ®EM®LIIIGN / PHASING F-UAN 1ST LEVEL - PHASE 2 PROJ. NO. H05050.00 SHEET ASING PLAN ® 1ST LEVEL ® PHASE 2 BRAWN M.S. D112 m R m i" m u m 111 Copyright Huntonerady Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntenbrady.com License AAC001744 ...... . :.......... ..... ........ ...... .................. .... i .............._ i ' i F c z ....,. /, s.............. .............. ....... ........... .......... ..................... ..... ........... ....... ...................................... ...... ....: .. v r.... ,.. ... .. .. ..,...,,._.. ..... ............_........,,., ...,, ...,... ,,,............ .. ,... •k....w,...... :... ,.... .... ............ r .. .. ..... ....... ... .......... s i , ' 1 r _...,: ..... .. ............................ , I i y { :.::. /, y i. { �• E ,. .......... ........................ .... ... /'. i PkA5E 2 NOTES. U A. LAE3 T1235 WILL TEMPORARILY USE A5G MACHINE IN C ATH LAE3. 5. 50ILE1) UTIL. T1234 15 TEMPORARILY MOVED TO PAT. RM. 1113. C. MED. RM. T1232 15 TEMPORARILY MOVED TO CLEAN UTIL_ T1230. D. DR. D ICT. T1230 15 TEMPORARILY MOVED TO PHY5. CON5ULT. T1229. 3J TEMPORARY CON5TRUCTION 5ARR1ER 15 MODIFIED. 4.) WOR< COMMENCES IN PATIENT ROOM5 108 TNRU 112, NOW -VACANT 5UPPORT SPAGE5, AND DEMOLITION OF FXI5ITNC=i NURSE 5TATION/ CON5TRUCT I ON OF NEW NURSE STATION. TOTAL PATIENT ROOM5 IN OPERATION DURINe CONSTRUCTION: ROOMS 113, 114, 115, 11e, III, AND 110. ■ 7 IN r ■ a ■ 10 IN �H' ELECTRICAL SPECIFICATIONS - DMSION 16T BASIC MATERIALS AND METHODS(CON'T) ELECTRICAL SYMBOL LEGEND NOTES: FIRE ALARM: SECTION 16000 - GENERAL PROVISIONS R. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDED A. FIRE ALARM SYSTEM IS EXISTING TO REMAIN AND SHOWN FOR REFERENCE ONLY. A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY S. ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS FOR FOR ALL DEVICES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. B. PROVIDE PROPER ANNUNCIATION AND COMPARTMENT IDENTIFICATION FOR THE ALARM DEVICES OPERATING ELECTRICAL SYSTEM. INCLUDE NECESSARY FEES AND PERMITS WITHIN DEVICES EXACT LOCATIONS, MOUNTING HEIGHTS AND QUANTITIES PRIOR TO BID AND 2. ALL SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE 20A LOCATED IN EACH SMOKE COMPARTMENT. COORDINATE PROGRAMMING AND IDENTIFICATION BASE BID. PRIOR TO ROUGH -IN. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES MINIMUM. ALL RECEPTACLES IN PATIENT CARE AREA SHALL BE HOSPITAL WITH FLORIDA HOSPITAL ELECTRONICS DEPARTMENT. B. CODES AND STANDARDS ARE FOUND. GRADE 20A MINIMUM UNLESS OTHERWISE NOTED. ALL NORMAL DEVICES TO C. SMOKE DETECTORS SHALL NOT BE LOCATED LESS THAN 3'-0" FROM HVAC 1. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES T. FINAL QUANTITY OF EXIT AND EMERGENCY LIGHTS TO BE DETERMINED BY FIRE BE IVORY (COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER) AND ALL GRILLES.(DRAWINGS SHOW GENERAL LOCATION ONLY.) LAWS, ORDINANCES, CODES, RULES AND REGULATIONS WHICH GOVERN THE WORK. MARSHALL. INCLUDE CONTINGENCY FOR 2 ADDITIONAL EXIT LIGHTS AND 2 CRITICAL DEVICES TO BE RED. D.FIRE ALARM SYSTEM CABLES SHALL BE #14 COPPER MINIMUM ENCLOSED IN 3/4" OR 2. THE APPLICABLE GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS SHALL CONSIST BASICALLY OF, BUT NOT LIMITED TO, THE FOLLOWING ADDITIONAL EMERGENCY, U. SWITCHBOARDS, MOTOR CONTROL CENTERS AND TRANSFORMERS SHALL BE MOUNTED 3. COORDINATE ALL LOCATIONS, HEIGHTS AND COLORS WITH ARCHITECTURAL LARGER EMT CONDUIT. BOXES FOR DEVICES SHALL BE 2 1 /8" DEEP. (LATEST EDITIONS): ON 4" THICK CONCRETE HOUSEKEEPING PADS. HOUSEKEEPING PADS SHALL EXTEND DRAWINGS/DIAGRAMS PRIOR TO ROUGH IN. E. AS PER 2001 FLORIDA BUILDING CODE, FLORIDA ACCESSIBILITY CODE CHAPTER 11 SECTION 3. NFPA-70-2002, NATIONAL ELECTRICAL CODE. AT LEAST 2" BEYOND ALL SIDES, FRONT AND BACK OF THE EQUIPMENT EXCEPT 4. ALL COVER PLATES SHALL BE SATIN STAINLESS STEEL ENGRAVED WITH 11-4.1.3(14) ALLOWS "EMERGENCY WARNING SYSTEMS IN MEDICAL CARE FACILITIES MAY BE 4. NFPA-99-99, STANDARD FOR HEALTH CARE FACILITIES EQUIP. EXTENDS TO WALLS. EXTENSIONS BEYOND SIDES OF THE EQUIPMENT WHERE E PANEL AND CIRCUIT INFORMATION. MODIFIED TO SUIT STANDARD HEALTH CARE ALARM DESIGN PRACTICE". NOTIFICATION DEVICES 5. NFPA-101 (2000), LIFE SAFETY CODE. SHALL BEVELED. ARE NOT REQUIRED IN PATIENT CARE ROOMS AND TREATMENT AREAS CONTROLLED BY THE 6. NFPA-110 (1999), STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. V. ELECTRICAL CONTRACTOR MAY COMBINE CIRCUITS IN A COMMON RACEWAY AS LONG 5. PROVIDE A PULL STRING IN ALL EMPTY CONDUITS. STAFF. 7. NFPA 241 (1996), STANDARD FOR SAFEGUARDING BUILDING CONSTRUCTION AND AS CONDUCTORS ARE DERATED AS PER NEC. SHARED NEUTRAL SHALL NOT BE 6• ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT F. FIRE ALARM STROBES SHALL BE SYNCHRONIZED. DEMOLITION OPERATIONS. ALLOWED UNLESS OTHERWISE INDICATED. NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. B. CHAPTER 780, LIGHTNING PROTECTION CODE (LATEST EDITION). W. ELECTRICAL CONTRACTOR SHALL INCLUDE TRENCHING AND BACKFILLING, CORE G. FIRE ALARM CONTRACTOR SHALL FIELD VERIFY EXISTING AUDIBLE AND VISUAL DEVICES FOR 9. 4A-3, F.A,C., STATE FIRE PREVENTION CODE (LATEST EDITION). DRILLING, CUTTING AND PATCHING FOR THE INSTALLATION OF HIS/HER WORK WITHIN 7• JUNCTION BOXES SHALL NOT BE MOUNTED TO THE PARTITION TOP PLATE. PROPER OPERATION. 10. NFPA-72-2002, NATIONAL FIRE ALARM CODE. BASE BID. 8. PROVIDE ACOUSTICAL FOAM AND SEALANT AT ALL DEVICES ON DEMISING 11. AIA GUIDELINES 2001. X. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR PARTITIONS. IF PARTITION IS FIRE RATED, PROVIDE FIREPROOF COMPOUND12. 13. FLORIDA BUILDING FLORIDA AMERICANSODE 2001 WITH DISABILITIESR419 WITH ACCESSIBILITYO3 REVISIONS. IMPLEMENTATION ACT TO FINAL ACCEPTANCE. ON BACK REQUIRED. AND SIDES OF THE BOX OR 5 SIDED WITH APPROVED MATERIAL AS /� SECTION 16065 ® TESTING, INSPECTIONS (OCTOBER 1, 1993) AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, 9. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK AND CERTIFICATIONS: DEPARTMENT OF COMMUNITY AFFAIRS (JANUARY 1, 1994). ALL OTHER NFPA ARTICLES NOT LISTED, AS ADOPTED BY THE ELECTRICAL SYMBOL LEGEND: TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. 14. LATEST EDITION OF _ EQUIPOTENTIAL GROUNDING TEST FOR PATIENT CARE AREAS 15. STATE FIRE MARSHALL. REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 AND 2003 REVISIONS. (NOT ALL SYMBOLS USED ON THIS PROJECT) GENERAL NOTES FOR RENOVATION' A. NFPA 99, 2002 EDITION, SECTION 4.3.3 REQUIRES TESTING OF NEW 16. AMERICANS WITH DISABILITY ACT, JANUARY 26, 1992. 2x4 AND 2x2 RECESSED FLUORESCENT LIGHT FIXTURE CONSTRUCTION AND EXISTING CONSTRUCTION AND REPEATED WHEN MAJOR RENOVATIONS OCCUR. MOST EXISTING FACILITIES HAVE NO RECORDS OF 17. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL ANSI STANDARDS ADOPTED BY THE GOVERNING AUTHORITY. THIS INCLUDES BUT IS NOT LIMITED TO ❑ ❑ TO NORMAL CIRCUIT 1. EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED PROPERLY FOR NEW WORK MAY BE REUSED FOR NEW DEVICES EXISTING CONDITIONS, HOWEVER, LOGS SHOULD BE CHECKED ANNUALLY BY SPECIAL REQUIREMENTS FOR FIRE ALARM, ELEVATORS AND HANDICAP PERSONS. THE CONTRACT DOCUMENTS TO COMPLY WITH ALL FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT AND WIRE. 2. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE AHCA. THEREFORE, ALL PATIENT AREAS WITHIN ANY SCOPE OF WORK WILL NEED TO BE TESTED BY THE CONTRACTOR. (ALSO SEE NEC 517-13, 14 & 18. IT IS THE INTENT OF APPLICABLE GOVERNING AUTHORITIES, LAWS, ORDINANCES, CODES, RULES, SOURCE OF SUPPLY. 16). REGULATIONS AND STANDARDS, WHERE DISCREPANCIES OCCUR, NOTIFY THE ❑ ® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT 3. INSTALL A BLANK COVER PLATE WHERE REQUIRED. B. WHAT NEEDS TO BE TESTED? ONLY METAL CONDUCTIVE SURFACES LIKELY ARCHITECT/ENGINEER, IN WRITING, AND ASK FOR INTERPRETATION A MINIMUM OF 4. VISIT THE JOB SITE PRIOR TO BIDDING TO VERIFY ALL ACTUAL TO BECOME ENERGIZED WITHIN THE PATIENT VICINITY. PATIENT VICINITY IS TEN DAYS PRIOR TO THE BID OF THE CONTRACT DOCUMENTS. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR SHALL MEET <<. FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT CONDITIONS_ 5. REMOVE EXISTING SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE DEFINED AS: 1. AN AREA WHERE PATIENTS ARE NORMALLY CARED FOR. THIS INTENT. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR WORK MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF 2. THE SPACE WITH SURFACES LIKELY TO BE CONTACTED BY PATIENT OR REQUIRED FROM INTERPRETATIONS OF DISCREPANCIES AFTER THE BID. N 1 N FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CIRCUIT THE PROJECT. REINSTALL ANY SUCH SYSTEMS, MATERIALS AND ATTENDANT TOUCHING THE PATIENT. (BEDS, HEADWALLS, A/C UNITS, C. PERMITS AND INSPECTIONS: OBTAIN AND MAKE ALL PAYMENTS FOR PERMITS AND EQUIPMENT WHICH IS REQUIRED TO COMPLETE THE PROJECT. SINK, TRIM, ETC.) INSPECTIONS REQUIRED. AT THE COMPLETION OF THE PROJECT AND BEFORE FINAL �--0-1 �-Q -f STRIP FLUORESCENT LIGHT FIXTURE - CEILING, WALL MOUNTED 6. WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, BE THE ENTIRE ROOM INCLUDING TOILET/SHOWER ACCEPTANCE OF THE ELECTRICAL WORK, PROVIDE EVIDENCE OF FINAL INSPECTION ALL BRANCH CONDUITS, WHICH NO LONGER ARE IN SERVICE, SHALL 3. IN A PATIENT ROOM BASICALLY AND APPROVAL BY THE AUTHORITIES HAVING JURISDICTION. INCANDESCENT, HID OR COMPACT FLUORESCENT FIXTURE - REMOVED. PENETRATIONS SHALL BE SEALED TO MEET WALL RATING. IF, ROOM. PATIENTS SHOULD BE IN WHEELCHAIRS OR SITTING IN CHAIRS. D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES 4 CEILING MOUNTED, WALL MOUNTED IN THE COURSE OF THE WORK, OUTLETS ARE COVERED UP TO OTHERWISE WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH RENDERED INACCESSIBLE, ALL WIRING TO SAME SHALL BE REMOVED TO EXISTING CONDITIONS. ® EXIT SIGN FIXTURE, SHADED QUADRANT INDICATES FACE, THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE IS E. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. WITH ARROWS AS SHOWN ON PLAN - CEILING MOUNTED, INTERRUPTED THEREBY, IT SHALL BE RECONNECTED BY THE MOST F. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, WALL MOUNTED INCONSPICUOUS MEANS SO AS TO REMAIN IN OPERATION, WITH SAME DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), $ $2 $3 $h 1-POLE, 2-POLE, 3-WAY, 4-WAY SWITCH CAPACITY AS BEFORE. ALL BUILDING SURFACES DAMAGED, AND OPENINGS LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION IS NOT $T PASSIVE DUAL TECHNOLOPY DECORATOR WALL SWITCH SENSOR 'SENSOR SHALL BE REPAIRED BY THE CONTRACTOR. ALL HOLES LEFT IN JUNCTION BE CLOSED. ACCEPTABLE. BY SWITCH, INC. #WSD-PDT-VN-(COL OR BY ARCHITECT) BOXES, SWITCHES, PANELS, ETC. SHALL G. ELECTRICAL CONTRACTOR SHALL REVIEW MECHANICAL DRAWINGS FOR BIDDING VANDAL RESISTANT W/O SWITCH-120/277VAC-(CHOICE COLOR) 7. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME PURPOSES. INCANDESCENT DIMMER SWITCH THE PROPERTY OF THE OWNER. ALL OTHER SALVAGE AND DEBRIS H, THE PECIFICATION PROVIDE TEMPORARY POWER AND LIGHTING. INCLUDE PERMITS AND UTILITY COMPANY $ $3 �4 1-POLE, 3-WAY, 4-WAY SWITCH SHALL BE REMOVED FROM THE PREMISES DAILY. 8. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND TYPICAL PATIENT ROOM I. FEES FOR TEMPORARY SERVICES WITHIN BASE BID. CONTRACTOR SHALL SCHEDULE ALL DOWN -TIME WITH THE OWNER PRIOR TO $ $ $ M MP ' WP MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; ' I "WP" SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS PATIENT VICINITY DISTANCES C GROUND TEST DOES NOT INCLUDE: BEGINNING THE WORK. PREMIUM/OVERTIME RATES MAY BE REQUIRED AND MUST BE INDICATES PILOT LIGHT; INDICATES WEATHERPROOF TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL 1. SMALL WALL MOUNTED CONDUCTIVE SURFACES, TOWEL AND SOAP DISPENSERS, J. INCLUDED IN BASE BID. CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN ,(I�jh�,(y�, 0 W 0 0 G DUPLEX RECEPTACLE AT 18", ABOVE_ COUNTER AT 42", BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED MIRRORS, BED PANS, ETC. 2. LARGE METAL SURFACES NOT LIKELY TO BECOME ENERGIZED, WINDOW FRAMES, CONFLICTS ARISE WITHIN CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL NOTIFY ,I-h ,t�C 0 0 0 CEILING MOUNTED, GROUND FAULT TYPE, ISOLATED GROUND TYPE, WEATHERPROOF TYPE, SIMPLEX (AS NOTED) BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. DOOR FRAMES, FLOOR DRAINS AND MOVABLE CABINETS. ENGINEER PRIOR TO SUBMITTING A BID. SUBMISSION OF A BID SHALL INDICATE IGWP UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND D. -TEST METHOD: THAT CONTRACTOR THOROUGHLY REVIEWED CONSTRUCTION DOCUMENTS. NEW SURVEYS AND FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT K. WHEN ENGINEER IS NOT AVAILABLE, OR TIME DOES NOT PERMIT, CONTRACTOR SHALL (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE 1. BOTH VOLTAGE AND IMPEDANCE MEASUREMENTS MUST BE INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE BID. SINGLE COVER PLATE AT 18", ABOVE COUNTER AT 42" FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION MADE. L . CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND TELECOMMUNICATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS, AS 2• ALL MEASUREMENTS MUST BE TAKEN TO A REFERENCE POINT OR IN COMPANY FOR LOCATIONS AND REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. ; 1-POLE, 3-WAY, 4-WAY SWITCH (RED), DIMMER CONNECTED DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE NEAR AREA BEING TESTED. M. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MANUFACTURERS, TO CITICAL CIRCUIT ARCHITECT/ENGINEER, MAY BE NECESSARY AND IT IS INTENDED THAT a. GROUND BAR IN A PANEL SERVING AN AREA. SUB CONTRACTORS, VENDORS, AND SUPPLIERS, WITH A COPY OF THESE DUPLEX RECEPTACLE (RED DEVICE) CONNECTED TO CRITICAL CIRCUIT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT b. GROUND JACK IF ONE EXISTING. SPECIFICATIONS. IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. c.ESTABLISHED GROUND BUS. SECTION 16050 - BASIC MATERIALS AND METHODS DUPLEX RECEPTACLE (RED DEVICE) MOUNTED ABOVE COUNTER THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BTU, AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. d. AN ALL METAL COLD WATER PIPE. A. RACEWAYS AND FITTINGS: ALL RACEWAYS AND FITTINGS SHALL BE GALVANIZED CONNECTED TO CRITICAL CIRCUIT 9. WHERE NEW OPENINGS ARE CUT AND CONCEALED CONDUITS, ETC., e. BE CAREFUL OF WASTE PIPE OR SPRINKLER PIPE BECAUSE OF NO -HUB AND RIGID STEEL OR INTERMEDIATE METAL CONDUIT WITH LOCKNUTS AND BUSHINGS, WITH ARE ENCOUNTERED, THEY SHALL BE REMOVED OR RELOCATED A5 VITAULIC FITTINGS. THE EXCEPTION THAT WHERE SPECIFICALLY ALLOWED BY THE NATIONAL ELECTRICAL DOUBLE DUPLEX RECEPTACLE (RED DEVICES) CONNECTED TO CRITICAL REQUIRED. WHERE CONDUIT TO BE REMOVED STUBS THROUGH f. GROUNDING CONTACT A RECEPTACLE THAT IS POWERED FROM A DIFFERENT CODE AND APPLICABLE LOCAL CODES. ELECTRICAL METALLIC TUBING (E.M.T) MAY BE CIRCUIT FLOORS, WALLS, AND CEILINGS SUCH CONDUIT SHALL BE REMOVED CIRCUIT FROM THE RECEPTACLE UNDER TEST. CE USED FOR ALL INTERIOR EXPOSED AND CONCEALED WORK WHERE IT IS NOT SUBJECT DOUBLE DUPLEX RECEPTACLE RED DEVICES MOUNTED ABOVE COUNTER ) TO THE POINT WHERE THE FINISH SURFACES CAN BE PATCHED 3.VOLTAGE MEASUREMENTS ARE TO BE MADE BETWEEN REFERENCE POINT AND TO PHYSICAL DAMAGE OR CORROSION. FITTINGS SHALL BE STEEL SET SCREW TYPE. ADEQUATELY SO THAT NO EVIDENCE OF THE FORMER INSTALLATION APPROPRIATE CONDUCTIVE SURFACES INCLUDING RECEPTACLE GROUND NO BX OR MC CABLE ALLOWED. CONNECTED TO CRITICAL CIRCUIT REMAINS, ELECTRICAL CONTRACTOR SHALL FIRE PROOF ANY WALL CONTACTS. B. CONDUCTORS: FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE (#12 UNLESS SPECIAL MOUNTED RECEPTACLE, SPECIAL FLOOR OUTLET OPENINGS ON FIRE RATED WALLS. REFER TO BUILDING STANDARDS 4. IMPEDANCE MEASUREMENTS ARE TO BE MADE ONLY BETWEEN REFERENCE OTHERWISE NOTED THWN COPPER. NO ALUMINUM SHALL BE PERMITTED UNLESS ®� AS NOTED, PUSHBUTTON AS NOTED, TEL E-POWER POLE FOR METHOD TO BE USED. POINT AND RECEPTACLE GROUND CONTACTS. SPECIFICALLY NOTED OTHERWISE. INSTALL ALL WIRING IN CONDUIT OR APPROVED 10, THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION RACEWAYS UNLESS OTHERWISE INDICATED. PROVIDE #10AWG FOR BRANCH CIRCUITS © FINAL CONNECTION TO EQUIPMENT REQUIRED TO ACCOMMODATE THIS PROJECT WHETHER INDICATED ON E. REQUIRED RESULTS: OVER 100 FEET IN LENGTH TO ACCOUNT FOR VOLTAGE DROP. PROVIDE #10 GROUND DRAWINGS, OR DIRECTED IN THE FIELD. 1. NEW/EXISTING CONSTRUCTION TO CORRESPOND. ALL BRANCH CIRCUITS SHALL CARRY A GROUNDING EQUIPMENT 11. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER a. VOLTAGE - MAXIMUM 20MV +/-20% (24 TO 16MV) CONDUCTOR, AND BE WIRED WITH COLOR- CODED WIRE WITH THE SAME COLOR USED g(D\a❑ JUNCTION BOXES, MOTOR, TRANSFORMER AND LIGHTING. b. IMPEDANCE - MAXIMUM 0.1 OHM +/-20% (0.12 TO 0.08 OHM) FOR A PHASE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOWS: 12. ELECTRICAL CONTRACTOR SHALL TRACE BRANCH CIRCUITS OF c. IMPEDANCE (QUIET GROUND) - MAXIMUM 0.2 OHM -F/- 20% (0.28 TO 0,12 ��® FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER EXISTING PANELS TO IDENTIFY CIRCUIT BREAKERS SERVING OHM) 120/240 VOLT 10: PHASE A - BLACK: PHASE B - RED NEUTRAL - WHITE; GROUND - GREEN. �® OR CONTACTOR, COMBINATION STARTER/DISCONNECT, ENCLOSED CIRCUIT REMODELED AREA. CIRCUIT BREAKERS BEING USED TO SERVE F. GENERAL COMMENTS: BREAKER EXISTING SPACES SHALL REMAIN UNTOUCHED. 120/208 VOLT 30: PHASE A - BLACK: PHASE B - RED; PHASE C - BLUE; 13. PROVIDE TYPED, UPDATED PANEL DIRECTORIES FOR EXISTING AND NEW 1. THE IMPEDANCE MEASUREMENTS FOR NEW AND EXISTING CONSTRUCTION NEUTRAL- WHITE; GROUND - GREEN. ® 120/208 OR 120/240V PANELBOARD PANELS USED IN THIS PROJECT. SHALL BE THE RATIO OF 60HZ VOLTAGE DEVELOPED BETWEEN A POINT 277/480 VOLT 3�: PHASE A -BROWN; PHASE B -ORANGE; PHASE C - t� 277/480V PANELBOARD PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, UNDER TEST AND A REFERENCE POINT TO 60HZ CURRENT APPLIED TO THE POINT UNDER TEST. IF EXISTING CONSTRUCTION 60HZ OR DC MAY BE USED, YELLOW; NEUTRAL - LIGHT GREY; GROUND - DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT AND THE TEST MUST NOT ENDANGER PATIENT. GREEN. o SYSTEMS CABINET- FLUSH MOUNTED, SURFACE MOUNTED (AS NOTED) NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE C. FINAL CONNECTIONS TO MOTORS OR EQUIPMENT SUBJECT TO VIBRATION SHALL BE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND 2. ALSO, TESTS MUST INCLUDE CORRECT POLARITY OF HOT AND NEUTRAL AND MADE UP WITH GREENFIELD IN DRY LOCATIONS AND WITH JACKETED, LIQUID- TIGHT, TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM ADHESIVE INSTALLATION IS NOT ACCEPTABLE. GROUNDING BLADE RETENTION FORCE (40Z. MIN.) FLEXIBLE, GALVANIZED STEEL CONDUIT IN WET OR DAMP LOCATIONS. LOCATE ALL RACEWAY 14. EXISTING OUTLETS, CONDUIT, WIRE AND EQUIPMENT WHICH DOES C. TEST EQUIPMENT: DEVICES AND EQUIPMENT WHERE SHOWN ON DRAWINGS. ALL DIMENSIONS SHOWN ON CONNECTION TO GROUND NOT INTERFERE WITH THE CONSTRUCTION OF THE PROJECT SHALL REMAIN UNTOUCHED. 1. USE A MILLIVOLT METER DESIGNED FOR THIS PURPOSE WITH 1 K OHM INPUT THE DRAWINGS ARE FROM FINISHED FLOOR TO THE CENTER OF THE DEVICE UNLESS OTHERWISE INDICATED. STANDARD MOUNTING HEIGHTS ARE AS FOLLOWS: - 15. AREAS AFFECTED BY CONSTRUCTION SHALL BE CONTACTED FOR RESISTANCE (+/-10%) AT FREQUENCIES OF 1000HZ OR LESS. 1. LIGHT SWITCHES: 48 TO THE TOP W P TELEPHONE OUTLET AT 18% WALL TELEPHONE OUTLET AT COORDINATION OF WORK PRIOR TO RENOVATION. 2. USE A HIGH Z MV METER WITH EXTERNAL FREQUENCY SHAPING NETWORK. 2, RECEPTACLES: 20" TO THE TOP V. V 54 , ABOVE COUNTER, PAY TELEPHONE OUTLET. PROVIDE 16. JUNCTION BOXES, CONDUIT, SWITCHES, CIRCUIT BREAKERS, 3. RECEPTACLE POLARITY TESTER. 3. DISCONNECT SWITCHES: 60" TO THE TOP 4" SQ. BOX AND 3/4" RACEWAY (WITH INSULATING BUSHING) ETC., ARE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL 4. RETENTION FORCE TESTER OR MANUFACTURER'S DATA VERIFYING COMPLIANCE 4. PANELBOARDS: 72 TO THE TOP TO ACCESSIBLE CEILING CONTRACTOR. 17. CONDUIT RUNS SHALL HAVE SWEEP RADIUS BENDS. THROUGH U.L., NEMA OR OTHER TESTS. D. 5. FIRE ALARM DEVICES: AS PER LATEST ADA REGULATIONS DISCONNECT SWITCHES: HEAVY DUTY, FUSED OR NON -FUSED AS CALLED FOR ON V COMPUTER OUTLET, COMPUTER OUTLET 48", PHONE/DATA 18. CONDUIT SHALL NOT BE RUN IN STAIRWELLS. PLAN DRAWINGS. PROVIDE SOLID NEUTRAL CONNECTION WHERE REQUIRED. USE PROVIDE 4" SQUARE BOX AND 3/4 CONDUIT (WITH INSULATING BUSHING) TO ACCESSIBLE CEILING 19. MAINTAIN SEGREGATION OF ALL POWER TYPES, DO NOT NEMA-1 INDOORS AND NEMA-3R OUTDOORS. ALL DISCONNECT SWITCHES SHALL BE COMBINE BRANCHES. �ry1 Ilp� I�A�"�' AICTC. OU 1- ill NOTE: E' E. PROVIDED WITH GROUND KIT, PROVIDE PANELBOARDS OF THE DEAD FRONT TYPE, NO LESS THAN 20 INCHES WIDE TV TELEVISION OUTLET AT 18" (UNLESS NOTED OTHERWISE) 20. USE A MINIMUM 2#12, 1 #12 GND-3/4"C. UNLESS OTHERWISE NOTED. , e' PANELS, BREAKERS, FUSES, DISCONNECTS AND ALL DEVICES AND EQUIPMENT AND 5 3/4 INCHES DEEP WITH QUANTITY OF BRANCH CIRCUITS/CIRCUIT BREAKERS 21. FOR ALL MEDICAL GAS, FIRE ALARM, POWER PANELS. DISCONNECTS SPECIFIED IN THESE PLANS ARE DESIGNED TO MEET THE FAULT CURRENT AND AS INDICATED ON THE PANELBOARD SCHEDULE WITH THE VOLTAGE, PHASE AND ® SMOKE DETECTOR, SMOKE DUCT DETECTOR AND EQUIPMENT, PROVIDE AN ENGRAVED TAG WITH PANEL COORDINATION STUDIES COMPLETED BY PEI. ANY CHANGES FROM THE SPECIFIED AMPERE RATING AS REQUIRED, ALL PANELBOARDS SHALL HAVE PHASE SEQUENCE DESIGNATION. FOR POWER PANELS, DISCONNECTS AND EQUIPMENT, EQUIPMENT COULD RESULT IN AN ELECTRICAL SYSTEM NOT MEETING ALL CIRCUITS AND BOLT -ON CIRCUIT BREAKERS. MAIN BREAKERS SHALL BE MOLDED VO VOLUME CONTROL PROVIDE PROPER VOLTAGE, PHASE, WHERE FED FROM AND THE TYPE REQUIREMENTS ENFORCED BY NEC, AHCA AND OTHER JURISDICTIONS, CONTACT THAT SPECIFIED AS CASE. CIRCUIT BREAKERS FEEDING HVAC LOADS SHALL BE HACR TYPE. TYPEWRITTEN OF POWER (NORMAL, CRITICAL, EQUIPMENT OR LIFE SAFETY). COLORS THE ENGINEER IF PROPOSED EQUIPMENT IS DIFFERENT THAN PANEL DIRECTORIES SHALL BE PROVIDED AT COMPLETION OF THE PROJECT. OF EACH POWER TYPE ARE AS FOLLOWS: THIS COULD WARRANT AN ADDITIONAL COST TO THE CONTRACTOR FOR NEW F. ELECTRICAL CONTRACTOR SHALL REVIEW ONE LINE POWER RISER DIAGRAM IN �S SPEAKER NORMAL POWER = BLACK FIELD WITH WHITE LETTERS FAULT CURRENT AND/OR COORDINATION STUDIES. CONJUNCTION WITH SWITCHGEAR MANUFACTURER REPRESENTATIVE TO CROSS CRITICAL POWER = ORANGE FIELD WITH WHITE LETTERS REFERENCE POWER RISER WITH PANEL SCHEDULES AND VERIFY VOLTAGES, AMPS, S STENOPHONE JACK EQUIPMENT POWER = GREEN FIELD WITH WHITE LETTERS LUGS SIZES/ NUMBER AND CABINETS DIMENSIONS PRIOR TO SUBMITTING A BID. 0 LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS , 1 �-�• EXISTING SUBSCRIPT 1 LEGEND: /� �l G. EXERCISE CARE IN CONNECTING THE VARIOUS ELECTRICAL LOADS TO THE PANELS IN FIRE ALARM = RED FIELD WITH WHITE LETTERS ORDER TO ARRIVE AT A REASONABLE BALANCE BETWEEN LOADS IN EACH PHASE AT �1 HEAT DETECTOR NOTE: THE CONDUITS, FITTINGS & J-BOXES MUST BE SPOT EACH PANEL. MAKE TESTS AND ADJUST LOADS AT EACH PANEL TO RESULT IN PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. REASONABLY BALANCED LOAD CONDITION. SATISFACTORY TO THE UTILITY COMPANY. DUCT DETECTOR REMOTE INDICATOR LIGHT SCHEDULE ABOVE OR PER HOSPITAL STANDARDS. PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS ENGINEER, OWNER AND INSPECTION AGENCIES DOCUMENT ALL SAID LOAD REQUIRED, IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING H. ADJUSTMENTS. MANUFACTURERS: SQUARE D. ® AHU/EXHAUST FAN SHUTDOWN RELAY, 24V DC EQUIPMENT TO REMAIN. I. MATERIALS SHALL BE NEW AND UNUSED AND THE CATALOGUED PRODUCTS OF ERL EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION AND EXTEND MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH MATERIALS. ❑F MANUAL PULL STATION, FLUSH EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. THE MATERIALS SHALL BE OF THE MANUFACTURER'S LATEST STANDARD DESIGN NUDE CALL NL NEW LOCATION OF EXISTING DEVICE/LIGHT, PROVIDE EXTENSION OF REQUIREMENT`' THAT COMPLIES WITH S �• � HORN AND STROBE LIGHT, FLUSH MOUNTED J. LIGHTING FIXTURES SHALL BE AS SHOWN ON THE DRAWING AND SHALL BE FURNISHED WITH LAMPS INSTALLED. CLEAN, RELAMP AND REFURBISH AS REQUIRED I WALL/CEILING MOUNT STROBE 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 VOICE EVAC SPEAKER ENFORCEMENT AUTHORITIES HAVING JURISDICTION. WHEN THE WATER MAIN METAL PIPE IS USED AS A SUPPLEMENTAL ELECTRODE, VE VOICE EVAC SPEAKER AND STROBE LIGHT, FLUSH MOUNTED CONNECTION SHALL BE MADE WITHIN 5 FT. OF POINT OF ENTRANCE OF PIPE INTO DOOR HOLDER THE BUILDING. CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALL BE MADE BY MEANS OF EXOTHERMIC WELD. TS SWITCH L. FIREPROOF ALL OPENINGS ON FIRE RATED WALLS BY AN UL APPROVED SYSTEM. TAMPER M. PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT STUB -UP TO ACCESSIBLE CEILING FOR TELEPHONE, TV AND DATA OUTLETS. PROVIDE INSULATING BUSHINGS AT FS FLOW SWITCH BOTH ENDS. N. FURNISH FOR REVIEW AND APPROVAL FIVE (5) COPIES OF OR NUMBER REQUIRED BY BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR LOCAL JURISDICTION. CUT SHEETS AND SCHEDULES FOR ALL PANELBOARDS, LIGHT IN WALL, SLASH MARKS INDICATE NUMBER OF FIXTURES, TRANSFORMERS AND ELECTRICAL EQUIPMENT IN A 3-RING BINDER WITH A CONDUCTORS, LONGER SLASH IS NEUTRAL, (GROUND WIRE FRONT PAGE FOR EACH CATEGORY WITH SPACE FOR ENGINEER'S STAMP AND NOT SHOWN). 2 #12, 1 #12 GROUND IN A 3/4" CONDUIT 0. COMMENTS. CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED MINIMUM (UNLESS OTHERWISE NOTED OR MARKED). USING APPROVED FIRE SAFEING COMPOUND. REFER TO LIFE SAFETY FLOOR PLAN QUANTITY OF ARROWS INDICATE QUANTITY OF HOMERUNS FOR LOCATION OF FIRE RATED PARTITIONS. TO PANELBOARD. PROVIDE EQUIPMENT GROUNDING P. CABLES NOT ENCLOSED IN CONDUITS WITHIN CEILING SPACES SHALL BE AIR CONDUCTOR IN ALL BRANCH CIRCUITS. Q. PLENUM RETURN FIRE RATED. PROVIDE DISK FILE ON CAD 2000 RELEASE WITH "AS BUILT" ELECTRICAL ; BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR DRAWINGS AT THE COMPLETION OF THE PROJECT. UNDERGROUND. SYMBOL DESCRIPTION NCMS NURSE CALL MASTER STATION NCTC NURSE CALL TERMINATION CABINET HIM CODE BLUE STATION �- SHOWER STATION DUTY STATION I- SQ STAFF STATION CORRIDOR DOME LIGHT FZ CORRIDOR ZONE LIGHT CEILING/WALL JR c SMART CORRIDOR DOME LIGHT 95- SINGLE PATIENT STATION(W/2-WAY AUDIO M- TOILET PULL CORD STATION �-- BATH PULL CORD STATION DUAL PATIENT STATION (W/2-WAY AUDIO) STAFF EMERGENCY AUDIBLE/VISUAL INDICATING APPLIANCE. 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. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS JEE JUNCTION AND EXTEND EXISTING CIRCUIT THAT SERVED OLD DEVICE AND CONNECT TO NEW DEVICE, VERIFY EXISTING CONDUIT, WIRE AND RELATED MATERIALS MEET EXISTING NEC REQUIREMENTS. MAINTAIN CIRCUIT CONTINUITY. PROVIDE A NEW J-BOX (SIZE PER NEC), CONDUIT AND WIRE AS REQUIRED. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED, JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVER PLATE. PANEL BONDING: THE EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH CIRCUIT PANELBOARDS SERVING PATIENT ROOMS SHALL BE BONDED TOGETHER WITH AN INSULATED CONTINUOUS COPPER CONDUCTOR NOT SMALLER THAN #10. 2�-.......v...w��Urr._.: '. rr.:...........�........,V..,:. P 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 ®r EB 3089 VOICE 407.246.1668 ; FAX 407.246.1564 http://www.peifin.com E-Mail to: pelOpeffla.corn JOB #-. 05166 i Copyright - All ideas, designs. methods and plans indicuted 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. Nona of the ideas, designs, urrongements, 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. A`A1 L ■ K • • ■ J i SEAL ( David A. Burger, PE FL Reg. No 4/146 ....... n... «.. r «.<. '�$ �cC...::...............r <«sc <.,,.,..::�.-. :-. .:..Jk......-......�: 'r.:rrc. ,..... ..rcccr .....,,,,.,...,.; :.�..,cu..k,.,....�..f:; ■ 'r]'. ■'14 ■ 15£'VS X' Copyright HuntonBrady Architects P.A. All Rights Reserved. 135 W. Central Blvd, Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntanbrady.corn License AAC001744 3 ■ .3 ■ 4 ■ y'7 ■ a ■ 7 ■ V� ■ ■ ,� ■ ,:r1 ■ P ■ ■ CONTRACTORS MUST COMPLY WITH ICRA REQUIREMENTS. IT WILL. RE NECE AR TO MEET WITH FLORIDA HOSPITAL'S INFECTION CONTROL OFFICER AND SAFE I T OFFICER PRIOR TO WORK TO RE . IEW COMPLIANCE WITH ICRA POLICIES. SAFETY AND THE ENVIRONMENT OF CARE ICRA EVALUATION PROCESS POLICY. IT IS THE POLICY OF FLORIDA HOSPITAL TO PROVIDE A SAFE ENVIRONMENT FOR OUR PATIENTS, VISITORS, AND EMPLOYEES DURING CONSTRUCTION AND REMODELING PROJECTS. 10 GENERAL CONTROLLY WITH RI K ASSESSMENT IIS THE HOSPITAL POLICY RO ES5' A TOOLISO20 VAILABLETRUCTION FOR USE. STHIS TOOL WILL AND 110N COMM CATEGORIZE THE CONSTRUCTION TYPE AND IDENTIFY RISK ASSOCIATED WITH CONSTRUCTION WORK IN VARIOUS AREAS OF HEALTH CARE FACILI►IES. OMCE OF DESIGN DEPARTMENT, CONTRACTED CONTRACTEION PROJECT SUPERVISOR, UPERVI ON O , SAFETY DEPARTMENT, INFECTION PAR bWI / INFECTION CONTROL TERM LIFE SAFETY FORMS, ANDRISK CONSTRUCTIONFNDRAWING TTHAT NCLUDEMSSCCO QUQLITROOJE NANDI LOCATION OF PROPOSED DUST BARRIER INSTALLATION AND HVAC DUCTWORK. PROCEDURE: JkC1xm PERSM CONSTRUCTION I. THE OFFICE OF DESIGN AND THE CONSTRUCTION WILL NOTIFY SAFETY AND INFECTION CONTROL SUPERVISOR OF ALL PRE -CONSTRUCTION AND OTHER MEETINGS RELATED TO THE PROJECT AND WILL REQUEST AN ICRA AT THE MEETING DURING WHICH THE SCOPE, PHASES, AND ACTUAL WORK PROCESS ARE DISCUSSED. ALL PERSONNEL II. ALL INVOLVED PERSONNEL WILL COMPLY WITH POLICY 600. "CONSTRUCTION SAFETY AND INFECTION CONTROL RISK ASSESSMENT PROCE55". SAFETYANFECTION III. THE ICRA PERMIT WILL BE COMPLETED AND SIGNED BY THE APPROPRIATE PARTIES. THIS PERMIT CONTROL WILL BE MAINTAINED IN THE SAFETY DEPARTMENT. INFECTION CONTROL COMMITTEE CHAIRMAN SAFETY DIRECTOR VICE PRESItENT OF FACILITIES MANAGEMENT EXECUTIVE VICE PRESIDENT AND CHIEF OPERATING OFFICER/FLORIDA HOSPITAL t�DERNI KNVS OF CONs�ucTION ACT ITY TYPES -yp 1 1 rE A: INSPECTION AND NONINVASIVE ACTIVITIES. INCLUDES, OUT NOT LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TILE PER 50 SQUARE FEET, PAINTING (BUT NOT SANDING) WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION. TYPE D SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE AND COMPUTER CABUNG, ACCESS To CHASE SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CAN BE CONTROLLED. ANY WORK WHICH GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES. INCLUDES, BUT 15 NOT LIMITED TO, SANDING OF WALL FOR PAINTING OR WALL COVERING, REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK, NEW WALL CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORKSHIFT. TYPED MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CEILING SYSTEM, AND NEW CONSTRUCTION. 2 INFECTION CONTROL RISK LEVELS GROUP 1 LOWEST CROUP 2 MEDIUM GROUP 3 MEDIUM HGIIH GROUP 4 F IGHEU r OFFICE AREAS ALL PATIENT CARE UNITS EMERGENCY ROOM TRANSPLANT CLINIC CONFERENCE ROOMS WAITING ROOMS + RADIOLOGY AREAS SURGERY SUITES PUBLIC BA'rHRDOMS ROCP RECOVERY ROOMS WAITING ROOMS * LABOR AND DELIVERY LABOR & DELIVERY/OR's NURSERIES CARDIAC CATFI/ANGIO PEDIATRICS CVICU RIO SURGERY OUTPATIENT UNITS ALL INTENSIVE CARE AREAS DIALYSIS AND TRANSPLANT NUCLEAR MEDICINE ONCOLOGY/BONE MARROW ADMISSION/DISCHARGE AREAS CARDIOLOGY PHYSICAL THERAPY TANK AREAS HYPERBARIC MEDICINE CAFETERIA ENDOSCOPY ECHOCARDIOGRAPHY PHARMACY ADMIXTURE LABORATORIES PHARMACY AREAS NOT LISTED ABOVE WILL BE CLASSIFIED UPON AGREEMENT FROM SAFETY, INFECTION CONTROL, AND DEPARTMENT LEADERSHIP * dependent on location 3. CONTROL MATRIX CONSTRUCTION ACTIVITY TYPE IC RISK LEVEL TYPE A TYPE Q TYPE C TYPE D GROUP 1 I II II III/IV GROUP 2 I II III IV GROUP 3 I III III/IV IV GROUP 4 111 III/IV III/IV IV INFECTION CONTROL CONSTRUICTION PERMIT PERMIT NO: LOCATION OF CONSTRUCTION: PROJECT START DATE: PROJECT COORDINATOR: ESTIMATED DURATION: CONTRACTOR: PERMIT EXPIRATION DATE: SUPERVISOR: TELEPHONE: YE5 NO I CONSTRUCTION ACTIVITY YES NO INFECTION CONTROL RISK LEVELS TYPE A: INSPECTION, NONINVASIVE ACTIVITY GROUP 1: LEAST RISK TYPE B: SMALL SCALE, SHORT DURATION, MODERATE TO HIGH GROUP 2; MEDIUM RISK LEVELS OF DUST TYPE C: ACTIVITY GENERATES MODERATE TO HIGH LEVELS OF DUST, GROUP 3: MEDIUM/HIGH RISK REQUIRES GREATER THAN 1 WORK SHIFT FOR COMPLETION TYPE D: MAJOR DURATION AND CONSTRUCTION ACTIVITIES REQUIRING CROUP 4; HIGHEST RISK CONSECUTIVE WORK SHIFTS CONTROLS CLASS 1 1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST 3. MINOR DEMOLITION FOR REMODELING. FROM CONSTRUCTION OPERATIONS. 2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION. CLASS II 1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM 6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN DISPERSING INTO THE ATMOSPHERE. TIGHTLY COVERED CONTAINERS. 2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE 7. WET MOP AND/VACUUM WITH HEPA FILTERED VACUUM CUTTING. BEFORE LEAVING WORK AREA. 3. SEAL UNUSED DOORS WITH DUCT TAPE. li PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA- 4. BLOCK OFF AND SEAL AIR VENTS. 9- REMOVE OR ISOLATE HVAC SYSTEM IN AREAS V41ERE WORK 5. WIPE SURFACES WITH DISINFECTANT. IS BEING PERFORMED. CLASS III 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION 6. VACUUM WORK WITH HEPPA FILTERED VACUUMS. BEGINS. 7. WET MOP WITH DISINFECTANT. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING 8- REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CONSTRUCTION, CUBE METHOD BEFORE CONSTRUCTION BEGINS. 9. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND TIGHTLY COVERED CONTAINERS. 10. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE DATE MONITOR WITH MAGNEIIELIC GUAGES. 5. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COVERING, 11. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK INITIAL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENV. IS BEING PERFORMED. SERVICES DEPT. CLASS IV 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION 7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO BEGINS WEAR SHOE COVERS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING B. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM. COMPLETED PROJECT IS THOROUGHLY CLEANED BY THE 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL ENVIRONMENTAL SERVICE DEPT. AND RELEASED BY SAFETY CUBE METHOD BEFORE CONSTRUCTION BEGINS. AND INFECTION CONTROL 4. MAINTAIN NEGATIVE AIR PRESSURE NTH IN WORK SITE 9. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND 10. WET MOP WITH DISINFECTANT. MONITOR WITH MAGNEHELIC GAUGES. 11- REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE 5. SEAL [IDLES, PIPES, AND PUNCTURES APPROPIATELY. SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH 6. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO CONSTRUCTION. PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK 12. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. DATE SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS 13. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE. 14. COVERING. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK INITIAL IS BEING PERFORMED. ADDITIONAL REQUIREMENTS: EXCEPTION ADDITIONS TO THIS PERMIT DATE INITIALS 12 HOUR UNINTERRUPTED EXCHANGE REQUIRED DATE INITIALS ARE NOTE BY ATTACHED MEMORANDA PERMIT REQUESTED BY: PERMIT AUTHORIZED BY: DATE: DATE: ■ �z WARD MFG. NC. 3. FILL, VOID, OR CAVITY MATERIALS* - PUTTY - MOLDABLE PUTTY MATERIAL KNEADED BY 3. FILL VOID OR CAVITY MATERIALO - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 HAND AND APPLIED TO FILL ANNULAR SPACE TO A MIN DEPTH OF 1 IN., FLUSH WITH TOP IN. THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED SURFACE OF FLOOR. IN WALL ASSEMBLIES, REQUIRED PUTTY THICKNESS TO BE WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL. MIN 1/4 IN. DIAM BEAD OF CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL. APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH MINNESOTA MINING & MFG. CO. - MPS-2+. _ ;,;; , ■ SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE *BEARING THE UL CLASSIFICATION MARKING � HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE ��� NOTE: CONTRACTOR SHALL PROVIDE A UL LISTED 3M FIRE SEALANT OR APPROVED EQUAL. 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 ABOVE DRAWING REPRESENTS A 3M PRODUCT AND IT'S INSTALLATION. MATERIAL IS TYPICAL OF IN WHICH IT IS INSTALLED, AS TABULATED BELOW: LINE METHOD OF FIRE PROTECTION AND IT'S INSTALLATION. CONTRACTOR SHALL CONFIRM WITH MAX PPE OR CONDUIT DIAM IN. F RATING HR T RATING HR 1 1 or 2 0+, 1 or 2 1 3or4 3or4 4 1 or 2 0 6 3 or 4 0 12 1 or 2 0 • i P till 2016 ALDEN ROAD ORL ANDO, FLORIDA 32803 EB 3089 VOICE 407.246.16M ; FAX 407.246.1664 http://www.peiflo.com E-Mall to: pei®pelfla.com JOB it 05166 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing ■ ore uNned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection SYSTEM NO. W-L-1OO1 with the specifiedtsproject. None the ideas, ern design,, arrunyenls, methods orplans shall SEPTEMBER 07, 2004 be used by or disclosed to any person, firm or corporation for any purpose whatsoever (FORMERLY SYSTEM N0. 1 A without the written permission of Peninsula Inc. aT : F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3) Engineering, 'I 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 A pF- I.3 to ■ ZU7 X C� _ 1 A ■ SECTION A -A 1. WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL SYSTEM NO. CAJ1027 ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED JANUARY 18 1999 IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE ' ( FORMERLY SYSTEM NO. 202) I° RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: F RATINGS - 3 HR A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 H FIRE T RATING - U HR 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 �o- A 3� PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN WIDE BY 1-3/8 IN i DEEP CHANNELS SPACED MAX 24 IN. OC. h,.., r,.' ■ B. GYPSUM BOAM s - NOM 1/2 OR 5/8 IN. THICK, 4 FT, WIDE WITH SQUARE OR I , �• TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF -. LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE 2 INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. L -� A MAX DIAM OF OPENING IS 26 IN. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED SECTION A -A EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING 1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN, THICK LIGHT WEIGHT OR NORMAL WEIGHT (100- SHALL BE MIN OF 0 IN. (POINT CONTACT) TO MAX 2 IN. PIPE, CONDUIT OR 150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE BLOCKS*. MAX DIAM OF THROUGH OPENING IS 12-1/4 IN. ■ FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE SEE CONCRETE BLOCKS (CAZT) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR USED. NAMES OF MANUFACTURERS. A. STEEL PPE - NUM 24 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE- q THROUGH PEANTg - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED B. IRON PIPE - NOM 24 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MIN ANNULAR IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) OR CLASS 50 (OR SPACE 9ETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF OPENING IS 0 IN. (POINT e , HEAVIER) DUCTILE IRON PRESSURE PIPE. CONTACT). MAX ANNULAR SPACE IS DEPENDENT ON PIPE, CONDUIT OR TUBING TYPE AND C. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. DIAM SIZE AS WELL AS THE F RATING OF THE SYSTEM, AS SHOWN IN THE TABLE BELOW. PIPE, (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. D. COPPER TUBING - NOM 6 IN, DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. 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. E. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. B. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) RIGID STEEL CONDUIT. ■ F. THROUGH PENETRATING PRODUCT* - THE FOLLOWING TYPES OF STEEL FLEXIBLE C. CONDUIT - NUM 4 IN. DIAM OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL METAL GAS PIPING MAY BE USED: CONDUIT. D. COPPER TUBING - NOM 3 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. 1. NOM 2 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING E. COPPER PIPE - NOM 3 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLUOR OR WALL F. IRON PIPE - NOM 10 IN. DIAM (OR SMALLER) CAST OR DUCTILE PIPE. H 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. TTTEFLEX CORP. A BUNNY 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 PPE CONDUIT OR TUBNG TYPE MAX NOM PIPE CONDUIT OR TUBING DIAM, IN. F RATING HR MAX ANNULAR SPACE IN. 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 3 2 7/8 3M (MINNESOTA MINING & MFG. CO.) OR APPROVED EQUAL FOR THE EXACT MAIERIAL, REQUIREMENTS, AND INSTALLATION INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION. THE CONTRACTOR SHALL PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST. David A. Burger, PE, FL Reg. No. 47146 1 r'n 3 �.�. -{- WHEN COPPER PIPE IS USED, T RATING IS 0 HR. �: �u:�. ..-� � R -� -y• 3M COMPANY - CP 25 WB+ CAULK OR FB-3000 WT SEALANT. s' " E (_.t Nay H.. *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 IT'S INSTALLATION. MATERIAL IS TYPICAL OF OPEN HEART ICU ONE METHOD OF FIRE PROTECTION AND IT'S INSTALLATION. CONTRACTOR SHALL CONFIRM WITH FINISH UPGRADES 3M (MINNESOT & MFG. CO. OR APPROVED EQUAL FOR THE EXACT MATERIAL, A MINING Q REQUIREMENTS, AND INSTALLATION INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION. THE :.:::::::::.<,,,.<w a .::::..:.,..:.:::.<.,.,.uuu ......_,,.........,<,.,:..._., _............:..,.:.,,,,uu .,...,.......:::::,,,..,..w».:...., ...y uw ■ CONTRACTOR SHALL PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST. HEALTH CARE FACILITY FIRE ALARM AS PER 2001 FLORIDA BUILDING CODE, FLORIDA ACCESSIBILITY ............ .._....... .............. .................. .......... .......... ........... ............... D. CODE CHAPTER 11 SECTION 11-4.1.3(14) ALLOWS "EMERGENCY..........[...............11 ............. WARNING SYSTEMS IN MEDICAL CARE FACILITIES MAY BE MODIFIED ................................... ...... .............. ........... ..................... .......... _ ................ ........... TO SUIT STANDARD HEALTH CARE ALARM DESIGN PRACTICE". NOTIFICATION DEVICES ARE NOT REQUIRED IN PATIENT CARE ICRA FORMS AND ROOMS AND TREATMENT AREAS CONTROLLED BY THE STAFF. DETAILS PROJ. NO. N05050.00 SHEET ..................................................................................... DRAWN Jr:A E002 ■ '1 � ■ '� ■ '1 � ■ 'a`3 ■ 1 ■ s�l Copyright HltrntonBrady Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntanbiody.com License AACCO1744 .,.3 ""A I I . I ... fIl.tff.i ... ��; 11-1 ...... . ...... .... ...... ......... . r , , , -`F_ - —,- It I �. � . . ......... . r, i �, ) , f ; , .l , . I - �; i � ......... A f! . . . I ! z, _____ � R , �q 1 1 � ..... :� - ...... -- 11 _��..-_ b I . . . . r - - i----- ; I i ; , "" I ....... i-11 .... i , . ....... ** .......... r. 0 , .... I �Rn�,l ........ I I Tj l% ;1, . I I - I - rl� \ f,l.�nci-.,,� _� 1 -�7.,� I . I ; __�a�,�.ti�., � o_; L_ I Z'1�101 I I ; I ; ; - �1� F � � i� �. ... � "..; \ % I :1 ....... I [`.'., I � , ``M..�,,�_:....." 11 i .�4�. IV., ... - ........ I .11%. , - , - ..: ....... I , . , . - 1, -1 . 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I I ,� I 11 �, . , �11 .. 1 2 i i '�� i � I : ; . �, �� I I .t . I � I i I 1 I . Copyright HuntanBraft Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fox www.huntonbrody.com License AAC001744 . - z . ____ ----------------- __ ___ -,--------------- --------------------- - ________ __ __ __ _____ — ____ � I i I I I � I ,I � ____ __ --T F - i I 11 F-1-1 _____11 11________________________ t I I i - � - i I : I .1 i R EE 3 f I E ' f 1 E E 3 k, i I p........ _.................:.......t .................... ., ■ E j E E E � E ............................ I i } I i E............................................................................................................................................................................... .. .........................................-----..........................................................................................................................................................................FF ............................................................ 1 < i 1 ;;:>.a ........ ......_ ......................3 f Er 3 ..:......................................... i E . ...... PHASE 111011 PHASE 1 € CONSTRUCTION — — — — ■ / E — LIMITS OF ACCESS _ 3 F CONSTRUCTION i i i<.:; • : I }............................................................... ... Rf i r :r .. : IW I- \� t I I 1` L � rr ................................. ! .J i , ( i • l .......................................................................................................................................................................................................... i, :; f�. _[1 Y j y I '} ECICU-14,17,19 f: r�---�� >r 3 i : a r E 3 33 1 ( f I ..i o M 3 3 s : 3 E f f i � ,t ffc" Ep s 3 ,r t Ii t {> I l.. i r--1 is a Ei : jEE i �`• yy 3 I j i ff E .. E i ,f F° 1 E`� 's\ 'J f \. I 1:• ■ '• 33 3 e... r'F f :.'\.._' 3 I .�; -... 3 I. i'``'� 3:............................................... .......................................................................................................... .......................... ,.....................................s ............. E ` ..... � \�✓ f i .. .. � "'�•, � 3 1 � ........ ..._........._............... 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S�� ...................... ....... y.................:............. .. .................................... ....................................... ....._ ....................... ...... ....................................... ....... ............................................:. f' ... .......................... ....................................... 3f( ....... ............... ...:............. •.,...............................................: ....... ..................:............. ...... ........................_..._".-e. ....._ ................................ ...... .............................. ....... ' E : f ■ t E I A Al ELECTRICAL DEMOLITION / PHASING PLAN ■ I - 1ST LEVEL - PHASE 1 ■ 12 PHASE 1 NOTES: 1.) A. EQUP. 5TOR. T1242 TEMPORARILY MOVES TO PRE -OP POLD INCH T12(03, SEE 51-1EET E003. PROVIDE A TEMPORARY DUTY STATION IN TP15 AREA AND CONNECT TO TPE ICU MASTER. B. NURSE MGR. T1241 TEMPORARILY MOVES TO PPY'5. CONSULT. T1229. C. NOUR. T1239 TEMPORARILY MOVES TO STAFF LOUNGE T1231. PROVIDE Two (2) TEMPORARY CRITICAL RECEPT4CLE5 FOR EQUIPMENT USED IN TPE5E SPACES. CONNECT TWO (2) L IGPT5 TO TPE CRITICAL L IGPT ING CIRCUIT. PROVIDE A TEMPORARY DUTY STATION IN TP15 AREA AND CONNECT TO TIDE IGU MASTER. D. CLEAN UTI . T 1238 TEMPORARILY MOVES TO STAFF LOUNGE T1231. PROVDE IDE TWO (2) TEMPORARY CRITICAL RECEPTACLES FOR EQUIPMENT USED IN TPE5E SPACES. CONNECT TWO (2) LIGPT5 TO THE CRITICAL LIGPTING CIRCUIT. PROVIDE A TEMPORARY DUTY STATION IN TPIS AREA AND CONNECT TO TPE ICU MASTER. E. STAFF LOUNGE TEMPORARILY MOVES TO OPEN PEART/ICU WTG. T1241 (SPARED). F. SERV. CLOS. T1240 TEMPORARILY MOVES TO 5ERV• CLO5. 1112. G. IF 150LATION ROOM 15 REQUIRED, SEND PATIENT TO ICU = LEVEL 3. 2.) TEMPORARY CONSTRUCTION BARRIER 15 COMPLETED. 3.) WORK GOMMENGE5 IN PATIENT ROOMS 116 TPRU 119, NOW-VAGANT SUPPORT SPACES, AND DEMOLITION OF E X 15TING NURSE STATION/ CONSTRUCTION OF NEW NURSE STATION. 4.) UPON COMPLETION ALL TEMPORARY DEVICES 5PALL 8E REMOVED. TOTAL PATIENT -ROOMS IN OPERATION DURING CONSTRUCTION: E ROOMS 1a=J:�.9.�: 111, AND 112. ............. 3 I II I .... ....... ........ ........... <.....3... LVIVV—I ,,IJ ECICU-8,10,12 W fl E i ............ i ✓ i r E 1It i 3 E jj ,-r'` N 7 e tr j i : i -3 3 ...,- ............ .... ......... 1 ............. .......,..{ l .. .............. ............. ........ f )3 i ..........................._.....................................-� l fE \ 3 i i b "1 if I rig ; i • o0 :` � I i., ...... .... .......................... ....... ............................... liE ....................................... ....... ................................ .............................y......... ....... ............................., .. ....... r................................................................... ? E e ...............:' ...: SPOTLIGHT WITH FOOTPEDAL r r } fE Ej{E :o `L4 j( r.,......................... f f ..............y .......................,,., : 1 :r_ Y a I �'•. j"I '���} W s !I ,` :J J r 3 f ;# 1 jf 3, .12,314 GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 3. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF ............................. :;.. 4 ALL REUSABLE -DEVICES;"'FIXTURES',AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 5. ALL CONDUIT AND WIRE MADE OBSOLETE IN IS PROJECT SHALL BE REMOVED. 6. ELECTRICAL CONTRACTOR SHALL VERIFY ALI. EXISTING RECVPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. 7. COORDINATE ADDITIONAL REQUIREMENTS WI INTERIOR` DESIGN DRAWINGS. 8. DEVICES AND CIRCUITS SHOWN ARE FIELD VERIFIED AND/OR SHOWN; FROM RENOVATION DRAWINGS OF THIS AREA FROM 3-27-1991. 9. COORDINATE EXACT PHASING WITH ARCHITECHTURAL DRAWINGS. s -KEYED NOTES: ............................ .......... OEXISTING RAULAND/BORG RESPONDER...3000...5HALL...BE....RE.-USED...AND......................... RELOCATED IN EACH PHASE (AS REQUIRED) AND SHALL REMAIN IN PROPER OPERATION DURING ALL PHASES OF CONSTRUCTION. O NARCOTICS ALARM TO BE RELOCATED. VERIFY WITH STAFF AND HOSPITAL PRIOR TO ROUGH IN, O EXISTING MILLWORK AND DEVICES SHALL BE REMOVED. RETAIN EXISTING POWER, NURSE CALL, STENO PHONE AND PHONE/DATA CIRCUITS FOR USE IN THE RENOVATION PHASES. DEVICES/SYSTEMS MADE OBSOLETE SHALL BE REMOVED. COORDINATE WITH HOSPITAL PRIOR TO REMOVAL. O CONTRACTOR SHALL REMOVE WITH OUT DAMAGE THE EXISTING LIGHT PANEL AND STORE IN A PROPER MANNER. PANEL WILL BE RELOCATED IN THE RENOVATION PHASE. E r. I' I ................. ...... ............. ..............: L f I ' tj , ....................................................................... �� tt' I 1' lorl'Ga f�1 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 'D VOICE 407.246.1688 ; FAX 407.24G1664 http://www.peifla.com E—Mail to: pei®peifla.com JOB #: 05166 SEAL Hunton I GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 3. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF ............................. :;.. 4 ALL REUSABLE -DEVICES;"'FIXTURES',AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 5. ALL CONDUIT AND WIRE MADE OBSOLETE IN IS PROJECT SHALL BE REMOVED. 6. ELECTRICAL CONTRACTOR SHALL VERIFY ALI. EXISTING RECVPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. 7. COORDINATE ADDITIONAL REQUIREMENTS WI INTERIOR` DESIGN DRAWINGS. 8. DEVICES AND CIRCUITS SHOWN ARE FIELD VERIFIED AND/OR SHOWN; FROM RENOVATION DRAWINGS OF THIS AREA FROM 3-27-1991. 9. COORDINATE EXACT PHASING WITH ARCHITECHTURAL DRAWINGS. s -KEYED NOTES: ............................ .......... OEXISTING RAULAND/BORG RESPONDER...3000...5HALL...BE....RE.-USED...AND......................... RELOCATED IN EACH PHASE (AS REQUIRED) AND SHALL REMAIN IN PROPER OPERATION DURING ALL PHASES OF CONSTRUCTION. O NARCOTICS ALARM TO BE RELOCATED. VERIFY WITH STAFF AND HOSPITAL PRIOR TO ROUGH IN, O EXISTING MILLWORK AND DEVICES SHALL BE REMOVED. RETAIN EXISTING POWER, NURSE CALL, STENO PHONE AND PHONE/DATA CIRCUITS FOR USE IN THE RENOVATION PHASES. DEVICES/SYSTEMS MADE OBSOLETE SHALL BE REMOVED. COORDINATE WITH HOSPITAL PRIOR TO REMOVAL. O CONTRACTOR SHALL REMOVE WITH OUT DAMAGE THE EXISTING LIGHT PANEL AND STORE IN A PROPER MANNER. PANEL WILL BE RELOCATED IN THE RENOVATION PHASE. E r. I' I ................. ...... ............. ..............: L f I ' tj , ....................................................................... �� tt' I 1' lorl'Ga f�1 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 'D VOICE 407.246.1688 ; FAX 407.24G1664 http://www.peifla.com E—Mail to: pei®peifla.com JOB #: 05166 SEAL Hunton I ■ 4 ■ 6 ■ 1 ■ ■3u ■ i 3 t . .... ,...... !r 1� i}f ,: : ( \, F 7 .............. ......................................................................... i . GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA. 3. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY, 4. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 5. ALL CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 6. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. g' 7. COORDINATE ADDITIONAL REQUIREMENTS WITH INTERIOR DESIGN DRAWINGS. S. DEVICES AND CIRCUITS SHOWN ARE FIELD VERIFIED AND/OR SHOWN FROM RENOVATION DRAWINGS OF THIS AREA FROM 3-27-1991. 9. COORDINATE EXACT PHASING WITH ARCHITECHTERAL DRAWINGS. KEYED NOTES: O EXISTING RAULAND/BORG RESPONDER 3000 SHALL BE RE —USED AND RELOCATED IN EACH PHASE (AS REQUIRED) AND SHALL REMAIN IN PROPER OPERATION DURING ALL PHASES OF CONSTRUCTION. O NARCOTICS ALARM TO BE RELOCATED. VERIFY WITH STAFF AND HOSPITAL PRIOR TO ROUGH IN. O3 EXISTING MILLWORK AND DEVICES SHALL BE REMOVED. RETAIN EXISTING POWER, NURSE CALL, STENO PHONE AND PHONE/DATA CIRCUITS FOR USE IN THE RENOVATION PHASES. DEVICES/SYSTEMS MADE OBSOLETE SHALL BE REMOVED. COORDINATE WITH HOSPITAL PRIOR TO REMOVAL. O4 CONTRACTOR SHALL REMOVE WITH OUT DAMAGE THE EXISTING LIGHT PANEL AND STORE IN A PROPER MANNER. PANEL WILL BE RELOCATED IN THE RENOVATION PHASE. LIMITS OF CONSTRUCTION ..............-.�.� ..............�....... ........... �.....,....+..... �..........,..... �.�............. .�.......................................................................................................................................................................................................................................................................................... ..... I I PHASE 2 CONSTRUCTION ACCESS ..........�.............. ..................., __ _ .. _.. ................. I� j i : t y : ...; .. ... f 1 y-- EXISTING : h. (I i.• 'i I PANEL i .. ........................................................................... I :.. s ECICU EX4STIN.G......... f ... H� i I ram_ ....................... '-- .. > ' 3................................................:.. '. i ., .. SEC 2 s PANE DI E ,...) "...� ��......_._.._..._..W_.W.. ''`:�GICU(.., E�(I�TING r' i' gg £ / -z f i F :; 1 , : ......, ; i i ,• i................. ............................. ?........................................................... "'.. (................................ ..... .................... ............ .,• :,.,, _.._..... ....,...... ............ ............. mm _ ................ ............... ............. ............. ..... ■ _................... i� i ....................................... 3 A ............................................................................................:::::::.i ....................................................... Al ELECTRICAL DEMOLITI N / PHASING PLAN - 1ST LEVEL - PHASE 2 VC■1W PHA5E 21 NOTE5: ............... ......................................I.................................................................................................................................. ....................... 1.) A. �AE3 T1235 WILL TEMPORARILY U5E Aye MACHINE IN CATH LA5. 5. SOILED UTIL. T1234 15 TEMPORARILY MOVED TO PAT. RM. 119. PROVIDE A TEMPORARY DUTY 5TATION IN TH15 AREA AND CONNECT TO THE ICU MASTER. C. MED. RM. T1232 15 TEMPORARILY MOVED TO CLEAN UTIL. T1230. ..........._ _.._ _... _.........r ?� P,R. _Ct 1"1:230 I5�.._tW 1�F) R�RLY MOVE[) TO PHY5. CON5ULT. T122 3 E i.................3 `. T'; CRARY CONSTRUd;'tION 5ARRIER 15 MOD11=1ED. 4.).., WORK, COMMENCE5 IN P� TIENT ROOM5 100 THRU 112 NOW=VACANT 5UP ORS" 5PACE5, AND; DEMOLITION OF EX15ITNG NUR5E 5TATION/ CON5TRUCT I ON OF NEUJ` NUR5E 5TAT I ON. 5.) UPON COMPLETION ALL ITEMPORARY DEVICE5 5HALL 5E REMOVED. .... - TOTAL ; ;4TIENNT ROOM5 IN QPERATION DURING CON5TRUCTION: (o 114, 115, 11(o, IIT ,AND 110. : SPOTLIGHT ;,� WITH /NICU-16'`//!/// FOOTPEDAL 4� : : : r Copyright HudbmBmdy Architects P.A. All Rights Reserved. 135 W. Central Blvd, Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 ■ 9 ■ 3 ■ ■ ■ ■ U ■ 1Q ■ ■ y ■R3■ ■ ■ :z ■ ): ■ ■S ■ ■ '3% 3 r:. .... , ..................:::::::::::::::::::: 1� t • ,�„�..��^` a �� i ... .........� _..................... .� ..�... ....._.......�......, ....... .... ....._ _ _....._.W.... } i II , i 3 .. ..................... rF .......' ..... .. r . . . . . . . . . . . . . . . . . . . . . . . . . . . ....E .....j . . . . . . . . . . i• .......... ....(.................................................. .........................i...................................................................... ..............:i. .;.r i : ............. ...............w.• ,....... :. t % ,< , ....... ,..? i r" ................ E' : :......................... .................. %............... ..........:..................... ............. ......................... ............... ..................................... .W...._.,:...,F....._' ....................................... ....... .................... ........... .............__._. wW.W. .................................... k...........3 .....i.. ..............................:..:................. : , .................................. _.._......:...........!..... . . . . . . ...................................................?...................................................I.i..... . . . . . . . . . . . . . . .. ....... ,W._............. �...._... ..._.,__..._. ..W._W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t: . . . . . . . . . . . . . . . . . . .......: ...__.r jE E I � i . . . . . . ... .. . . . .. . . . . t 3t .I E' t 1, Ii l E0 r .... ... '....i 1 , .................. ;... j I i , 1 { RENOVATION PLAN ■ 3 \ ::;: ii i :. i '......................................................... • i i "� . 3 • �S (�)ECI _ .. O3 ECICU—l8,10,12 ' COS GENERAL NOTES: 1. REFER TO INTERIOR DESIGN DRAWINGS FOR EXACT LIGHTING LOCATIONS MOUNTING HEIGHTS, DEMOLITION REQUIREMENTS. 2. EXISTING CIRCUITING SHALL BE RETAINED & REUSED IN RENOVATION. — ■ 3. REFERENCE ARCHITECTURAL PHASING DRAWINGS FOR MORE INFORMATION. 4. COORDINATE EXACT DEVICE LOCATIONS, MOUNTING DETAILS, CONDUIT LOCATIONS, ETC. WITH MILLWORK AND INTERIOR DESIGN DRAWINGS PRIOR TO ROUGH IN. KEYED NOTES: _.... O RE—USE/EXTEND/RE—WORK EXISTING TELEPHONE AND DATA IF POSSIBLE. - -W- •--- PROVIDE A 1" CONDUIT INTO THE BOTTOM OF THE MILLWORK FOR 2016 ALDEN ROAD ORLANDO. FLORIDA 32803 TELEPHONE AND DATA. COORDINATE WITH CFR. CUT AND PATCH FLOOR E30 VOICE 407.146.16 88 ;FAAXX 407.246.1664 AS REQUIRED. http://www.peifla.com E-Mail to: pei®peifla.com O RE—USE/EXTEND/RE—WORK EXISTING CONDUIT FOR NURSE CALL AND JOB 05166 STENOPHONE AS REQUIRED. PROVIDE A 1" CONDUIT INTO THE BOTTOM OF THE MILLWORK FOR NURSE CALL AND STENOPHONE. CUT AND PATCH ■ FLOOR AS REQUIRED. O3 FOR 120V CIRCUITS REUSE, REWORK, EXTEND EXISTING RETAINED FROM DEMOLITION. CUT AND PATCH FLOOR AS REQUIRED. O4 COORDINATE WITH INTERIOR DESIGN DRAWINGS. LOCATION FOR RELOCATED X—RAY LIGHT PANELS. ]STING SUBSCRIPT LEGEND: O5 PROVIDE A 36" STEEL PLUGMOLD STRIP OUTLETS EVERY 6" WITH GFI. EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. O REFER TO INTERIOR DESIGN DRAWING ID-8-1 FOR DETAIL & ADDITIONAL PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS INFORMATION. DIV. 16 TO PROVIDE PER SPECIFICATIONS. REQUIRED, IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING Oj PROVIDE A SWITCH (AT REAR OF EACH NURSE STATION) TO CONTROL EQUIPMENT TO REMAIN. LINEAR FLUORESCENT FIXTURES LOCATED IN MILLWORK. COORDINATE WITH EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION AND EXTEND INTERIOR DESIGNER DRAWINGS (DWG ID-6-1 & ID-8-1) PRIOR TO _4 EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. ROUGH —IN. CONNECT TO NICU-73. COORDINATE FIXTURE TYPE WITH NEW LOCATION OF EXISTING DEVICE/LIGHT. PROVIDE EXTENSION OF INTERIOR DESIGNER. EXISTING CONDUIT AND WIRING AS REQUIRED. (PROVIDE NEW SWITCHING AS INDICATED) NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS _f ■ .Mn .<F,a i Copyright HLffftWBrady Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 I 1 LI I I IN B 14 is Q* ............. ............. . ..................................................................................................................................................................................................................................................... ............ ........................................................................................................................................................................................................................................................................................................................... L .......... .................. ....... . ........... .......... ............................................. ................................... . P . . . . . . ........................... . ERAL NOTES: BSCRIFT LEGEND ...... ... ... 1. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE ETR EXISTING DEVICEAIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. WORK AREA. PENINSULA PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WRING AS REQUIRED, IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING 2. REFER TO INTERIOR DESIGN DRAWINGS FOR EXACT LIGHTING LOCATIONS MOUNTING ENGINEERING EQUIPMENT TO REMAIN. HEIGHTS, DEMOLITION REQUIREMENTS. ............................ —ERL EXISTING DEVICEAIGHT TO BE RELOCATED. JUNCTION AND EXTEND THERWISE. INC. ................................. ............. ......... ...................................................................................................................................... ....................................... ...................... 3. ALL LIGHTING SHOWN SHALL BE REMOVED UNLESS NOTED 0 EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. . . ........................ .. ....... ........................................................................................................ .................... ................. ............................... ........... ...................... ........................... 2016 ALDEN ROAD 4. EXISTING CIRCUITING SHALL BE RETAINED & REUSED IN RENOVATION. _F_ ............... ........................................................ ORLANDO, FLORIDA 32803 ......... ......................... ................................................. VOICE 407.246.16M ; FAX 407.246.1%4 ..................... ..................... 5. DEVICES AND CIRCUITS SHOWN ARE FIELD VERIFIED AND/OR SHOWN FROM http://www.peifla.com —27-1991 RENOVATION DRAWINGS OF THIS AREA FROM 3 E—Mail to: pei@peifla.com JOB hP 05166 6. COORDINATE ADDITIONAL REQUIREMENTS WITH INTERIOR DESIGN DRAWINGS. Copyright — All ideas, designs, methods and 7. COORDINATE EXACT PHASING WITH ARCHITECHTERAL DRAWINGS. 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 r with the specified project. None of the ideas, KEYED NOTES ................... ............................................ designs, arrangements, methods or plans shall ............ ............................... be used by or disclosed to any person, firm . .................... or corporation for any purpose whatsoever EXISTING DIMMER SHALL BE REMOVED. REFER TO RENOVATION FOR MORE INFO. without the written permission of Peninsula . . . . .. ............. ..... ........ Engineering, Inc. . ................ ........ . ............ ................ .... ........ D ........... ............ ....................................... ............. . ........... ...................... ........................... ................................................. ........... . ....... W IN . ........ ... EM .......... .1 ... . ...................... .............................. ............ ....... ...... ........... .............. ............................. ETR ETR .......... ..... .............................................. ........................................................................................................................................................ ........................ ........................ ......... ........ . ....... . ........................ . ... ERL .............. ...... ETIR ETR NICU-6.8 ETIR EIRIL .......... ............. ....... ..... ............ ............................ .......... . ........... ETIR ............. ............. : : ................... .............. .... ....... ..... ETR ........... L ................... ................. . .... ...... ..... . . . ... .... .................... ................... .......... ......... ............................................................................................................ .................................... .............................................................................................................................................................................................................................................................................................. "I L D ........................................................................ ...................... .......................................................................................................................................................................................................................... ETR.................... .... ; . ........ ;*t ............ .. ........... ............... ... . . . . . . .................... ............... ETR ETIR ETIR ............ ............. ......... ............. ............. ........... .... .......................................................... .............. .............................................................. ............................................................................ . . ............ ........... ........... .... TING�_ ......................................................... EXIS --F_XISTING . . ........ . ........................ . ................... ............. PAN�L PANEI�, .......................................... ................... ........... .................... ............. .......... ........................ ........... ETR NICU. K ............................. . ........................... ........ ................. ................................... . ... ................... ....... . .... .... .............. SEC SEC:1 .2 ICU-3 ECICU-1,3 ............ ........... . ....... ............. ETR ................................................................ .. ...... ............. ETIR' ETR ............. ........................ ............. ..... ...... ......................................... ETR ............. ............................................... .................................. 1: Tz N .......... ................. . ...... ................... . TTIR ........................ ........................ ..... ....... ............. ............. FIR ETRI ETk . .............. ....................... ETR L IN ............... .......... ..................... ................................ . ...... XISTING EAICU-1,3 C :L ETIR ETIR PANEL CICU ................. .......................... ............. ........................ ................ ............... ............... < .... ........... ........... EC ........... . . . ............. ... ........... .. ........ . . .. ......... _"T y ..................... ................ .................. ................. . .. ...... .... EXI$Tf.NG ................... A PANEL ................................. E'M N14L ........... 7 .... . ... .... .. ........... CICY EAl ERL : I i : i : "1 1 : : .... ...' Q 1 but ... .. ................ - ---- . . ... . ... .......... ......... ........... ............... ETIR ................... ETIR ETIR . ................... .................... ........ ............. IL .................. ......... ...... .............. .................... ................ I T : I..: ...................... ........................ . ..................... ............ . ............................. ........................ .................. ..... ............... .......... . .......................... .............. ..... . ...................... .................. ............ .............. ETIR ........... ............. ..... ETR ETR 17 ............ ETIR EIRL LF%L . ........... ETW, .... ................. ...... .... ............. ........... ............ ........... -JECICU-2 4 ... ....... ........ .. .......... ......................... ........................ ........................ ............... ............... ........... ........................ ........................................ ......... ...... ...................... ........................ .. . ... ....... .......... ... ............................... ....... ........ .................... ....... ................ ............... ............................. ............ ... .................. .......... ....................... ... ....... ....................... ..... ..... . ....... .............. ....... ........ ...... .................... .... ................................ .. ............. ................ .... ....... ................................ ....... ............................. ....... .............................. ...... ............................... ...... ................................ ....... .......... .................. ....... ....... .......... .................. ....... ................................ ....... ....... ................ ..... ....... ..... ........... ... ...... ........... .... ............. ....... ........................ �"l ; 1"" * ? * ........ ...... ........ .... ...... ............... ..... . ......................................... ...... .............................. ................... ........ ........ ! . . . . . . ........... . ...... I ... ........ .. ....... .... ............ . . ........... ...... ........ ......... ..... .... ...... ............... . ... ........ . ................................. ................... ......... .............. .... ----------- ....................... .................... E.TWR,, .......................................................................... ..................................... ................ .................. ............. .... ......... .......................... .......... ........................................... ................. ..... ............... .................. ..NIfU-2-A .......... ... ............ ............ ------------ t.............. . ........ ............. ........................ ........................ ........................ ............................... . ........ ....... .......... ...................... ........................ ............................... ............... .................. ...................... ........................ .................. ... ................... ........................ ....................... .................. ....... ....................... ........... .................. .......... ERL . . ............. ............ ERL ER ........................ EIRL EIRIL ............. .......... ............. ........................ ............... : ....................... ....................... ........................ . .... ................ ........... ... . ........................ ........................ .............................. ................ ......................... .......................... ............. ...... ........................ .......................... ............ ........................ ........................ ........................ ................... . ............ . ............. ..................... . . ..................... ........................ ............ . . ................ ............... ........ ............ SEAL V EIRIL............................................................. ................... ................. ............................. ......... ......................................................... . . .... ........................ ........................ ..................... .................................................... ............................................. ............ ............................. . ....................................... ......................................................................................................................... ........................ ECI U-5 . ..... ............. ............. ............. ............. ............. ............. ............. ............ ............. ............. ....... ......................................................... .......... ....................................................................................................... ........... . ........... .................... . . ................ ............. ... .............. ......... .. . ........ ........... . ...... ....... ........ . ......... ............. .... ............. ............... ... ......... :ETR .. ............. ... . ... . .............. ......... . ....... ................. ............ .......... .......... ........... ............ .... ........ .......... ............... . ... . .... .... .. ..... EIRL! ERIL ................... ..................... .... . ...... . .......... . . .. .... ...... ................ ... David A. Burger, PE, FL Reg. No. 47146 .... . ........... .. .... ..... . ....... . ............................................ . ......... .......... ...... .......... . ...... i ETR/ � ........... .... . ......... .......... ....... ......... ..... ................................ ECICU 7 ................................................. EIRL n r ER: L ERL ERL ERL E ............ . . . . ............. . ......................... ........................ i ERIL EIRL OPEN HEART ICU ................................ : ..................... ................................................................................................... ............. .................. : z .. . .................. .............................. ........... ...... . ............ ........................ .................. ................................................................................. .... . ........................ ........................ ..................... ................................................. .. ................................. .. . .................................................................................................. .......... .. . ................. ----- - .. . ............................ .......... .......... .............. ...................... ............... .............................................. ................... I I FINISH UPGRADES .... ....... --- - --------- ... .... ... . ............ . .......... ................. ................. .................... .. ........ ..... .................. .. ..................... ... ... ........ ............................................. ....... ... .... ................ ........ . . . . ... ....... ......... . .............. ................... . . . .............. . . . ...... . ....... ECICU-6 ETR I FIR P P P �V: IVI D ....................... .... . ................. ................ ..................................................................... . . .................................. .......... ETIR ............ ............... ............ ............. .......... .............. I ........... ............ ..................... .... . . ............................... .............. - --r 1—i — .................................... .......................................... Huntoll dd� ................. ............... .......................................................................................................... ............ ................... ..................................... ................. .............. ............ .................................................................... ErR ETIR ETR ETRL ETR ETR ETIR ......................................... ...................... . ................................................................ . ............ ............. ............. ............. ............ . . ........... ... . ........... ............ ......... ............. ............ ... . ........... ............. ............. ............ ANGNITNOTS ............. ...... ............. ............. ............. ............. ............. ............. ............. ............. ............. ........... E ETR TIR ETIR ............. ................. .... .. .... .................... . ............... .................. . . ............ ... . . . .......... ............. .... .............. ................. ............... . ................. . . . ................ ............. DATE SUBMISSION REVISION NO. ............ ....................... .................................................................... ............................. ............................................. 05.02.05 GI) PR06RE55 5ETL ............ .............. ........................ .............................. ....................................... ....................................................................................................................................... ............... ...................... 05.11.05 GON5TRUGTION ROGUMENT5 ............ .......................... .......................................................................... ........... .............................................. ............... ................ F_ : = i : i ............. ............................................ ................ ................................................ ................................................. . ............................................. .......... ......................... ................. - - - - - ---------- ------------- . ............. ................................................... ..................................... . ..... .......... .................. ............ ........... ...................................................................... ........................................ .. ................... I ................... ... .................. ......................................................................... ........ ............ ................................................................................................... I ............. ................ .... ............ ........................................ ................ I .................................. I .................................................................................... ................ ........................................ .......................................... .................... ........................................................................ ................ ELECTRICAL DEMOLITION 1ST LEVEL - LIGHTING ................................ . ..... .................... ................................ ......................................... ....... .......... PROJ. NO. HO�O�0-00 SHEET ............................ ............. .......................... Al ELEC'.601rRICAL DEMOLITI N 18T LEVEL LIGHTING DRAWN M.5. VC 1-W E D 211 2 13 A 19 20 7i fEl Copyright HuntonBra* Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 I RENOVATION i I � f I ......................... 1 ...... ...... .. ... . . . . . .... ........................ ....................... ........................ ....... .� : .. ...... ,... .............. i . ..i .......... ...... �. .. .., fib '`^f �TR� 3 EXISTING p�Vl HT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. ` ` F I E ALL NECESSARY EXTENSION OF CONDUIT AND WRING AS �. PRONTO 0 0 REQUIRED: N ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING ' EQUUIPMENTiTO REMAIN. ERL EXISTING NICE/LIGHT TO BE RELOCATED. JUNC110N AND EXTEND 'I EXISTING C 3 NDUIT AND WIRING TO NEW LOCATION AS REQUIRED. __ V ..... # ",, NL NEW LOCA ON OF EXISTING DEVICE/LIGHT. PROVIDE EXTENSION OF r : `F ff: EXISTING , NDUIT AND WIRING AS REQUIRED. (PROVIDE NEW SWITCHING ..............:...................................... AS INDICATED) R EXISTING bl�VICE/LIGHT TO BE REMOVED. WHERE EXISTING EQUIPMENT �' ' ' ' --::._....-I W--_- - TO REMAIN I IS FED VIA EXISTING EQUIPMENT TO BE REMOVED, PROVIDE ......................: � 3i € ALL NECES ARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED IN '.......................................< P ' ; I E ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT. ....._.. _... . �.--�.:.T...:.. � N NEW DEVIL /LIGHT TO MATCH EXISTING BUILDING STANDARDS 3 5........................;.. W,........,.............._... .. ........-._..,_......... f ... } : FIXTURE SCHEDULE: A. DIRECT/INDIRECT FLUORESCENT LIGHT FIXTURE. LITHONIA/AVANTE #2AV-G-2-32-MDR-GEB101S. 3200K LAMPS. B. DIRECT/INDIRECT FLUORESCENT LIGHT FIXTURE. LITHONIA/AVANTE #2AV-G-2-32-SBL. 3200K LAMPS. C. 6" RECESSED INCANDESCENT DOWNLIGHT W/CLEAR ALZAK REFLECTOR. LITHONIA/GOTHAM SERIES AF-26TRT-6-AR. D. 6" RECESSED INCANDESCENT DOWNLIGHT W/CLEAR ALZAK REFLECTOR AND FROSTED GLASS TRIM. COOPER LIGHTING/HALO H99T-945 METROPLITAN ICE LIGHT (FROSTED). E. UNDER CABINET FLUORESCENT LIGHT FIXTURE W/INTEGRAL SWITCH. NOTE: CONFIRM ALL FIXTURES AND MODEL NUMBERS WITH INTERIOR DESIGN DRAWINGS PRIOR TO ORDERING. FLUORESCENT FIXTURE CONNECTED TO NORMAL CIRCUIT FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT .;. FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT O RECESSED FIXTURE CONNECTED TO NORMAL CIRCUIT RECESSED FIXTURE CONNECTED TO CRITICAL CIRCUIT KEYED NOTES: W: Ol REPLACE EXISITNG FIXTURE WITH FIXTURE SHOWN IN SCHEDULE AND i.., CONNECT TO EXISTING CIRCUIT. (TYPICAL) f O2 NARCOTICS ALARM. CONFIRM WITH OWNER IF DEVICE IS TO BE REMOVE[ i. •,.................. .....:::`:::::...`::'._`................._ RELOCATE HERE IF NEEDED. O3 PROVIDE A LUTRON 1000W SKYLARK DIMMER, S-10-P-COLOR BY IN TERI O R_IDES[GMR........._ ...(ILL i iOS' --PRGVIDE--A-L-U-TRON-600W SK-Y-�RK �IMMER, S-600-P-COLOR BY INTERIOR DESIGNER. ■ P ■ 3 ■ 4 ■ 6 ■ PANELBOARD SCHEDULE: EAICU BOLT —ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG—IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:120/208 3 0 4 WIRE PANEL RATED ® 100 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ■ TYPE: SOD NQOD NEMA 1 PANEL OVERLOAD kAIC 10 PROTECTION 50 AMPS: OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ M.L.O: ■ FED FROM: NEAL LOCATION:OPEN HEART ELEC. RM. N 0 LOAD (AMPS) C.B. � CKT. CKT. wl C.B. LOAD (AMPS) N 0 IDENTIFICATION AMP p N0. N0, p AMP IDENTIFICATION E qO gO C� a a gO CO T CORRIDOR LIGHTING &EXITS -- `T" ` f <ryr 4: 20 1 1 2 1 20 CORRIDOR LIGHTING &EXITS 20 1 3 4 1 20 SPARE MGAP OPEN HEART 20 1 5 6 1 20 '` A -- MED GAS ALARM (CATH LAB) SPARE '>�' <>ri"� ""'.:�'' 20 1 7 8 1 20 0 S LIGHTS „gib'.:-.n SPACE ;«<�>« -- >::<:;'>k;�k 20 1 9 1 0 1 2 0 ::..; - — .i::::.r::: , SPACE PA SPACE - : ':: 20 1 11 12 1 20. , ,+, r -� SPACE SPACE -- >-:<'<'.::a 1111? 20 1 13 14 1 20 SPACE SPACE r -- >>' 20 1 15 16 1 20 ' `2'4°>= -- ``kiii'..t SPACE SPACE '` ``' -- 20 1 17 18 1 20 "° n -- SPACE SPACE -- 20 1 19 20 1 20 -- SPACE SPACE 20 1 21 22 1 20 :..r::.k:.n SPACE SPACE r, -- 20 1 23 24 1 20 ISPACE SUBTOTAL AMPS -- -- -- , >: `.,. ♦ .:':G£: ki::::i::{:err:..: {< ^ ` " ``c- .<' U.. ;'... . ' : -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA AMPS: --- --- NOTES: PANEL SHOWN FOR REFERENCE ONLY. PROVIDE A NEW TYPED UPDATED PANEL SCHEDULE. PANELBOARD SCHEDULE OREC1 BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 225 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQD NQOD NEMA 1 kAIC 10 PANEL OVERLOAD _ AMPS: PROTECTION — M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ■ FED FROM: NECH VIA 75KVA LOCATION:O.R. ELEC. RM. N 0 LOAD (AMPS) C.B. CKT. CKT. J C.B.LOAD (AMPS) N 0 E IDENTIFICATION AO Bib C� AMP p a N0. N0. o AMP IDENTIFICATION q0 gO C� T LIGHTING -- ` 20 1 1 2 1 20 -- ".,;` LIGHTING " LIGHTING SSOR 3 OR 7 -- : 20 1 3 4 1 20 <N <:>::i:: -- .r,<¢:k.;« .� LIGHTS OR#8 & S.S. RECEPT. STERILE CORRIDOR 20 1 5 6 1 20 `.. -- RECEPT. S.S.& OR 3 STERILIZER S.S. OR#3 -- 20 1 7 8 1 20 -- WARMING CAB S.S. OR#7 & 8 ICE MACHINE S.S. OR#7 & 8 -- ` k`', 20 1 9 10 1 20 F -- STERILIZER S.S. OR 7 & 8 C S.S. 7&8 RECEPT. R # 20 1 11 12 1 20 "'� OPOR2C WARMING CAB NURSE STATION 20 1 13 14 1 20 -- ICE MACHINE NURSE STATION FILM ILLUMINATOR NURSE STATION -- ": 20 1 15 16 1 20 "f -- " RECEPT. HEADWALL PRE -OP HOLD RECPT. CORRIDOR -- 20 1 17 18 1 20 .'.i RECEPT. STAT LAB WEST WALL STERILIZER S.S. OR 4 -- ..rkk-;;.: :.,. ::::::r.:::r... t...........:...:.. .� :.� 20 1 19 20 1 20 --"RECEPT. S.S. OR 4 # .:...:::.:....... RECEPT. STAT LAB SOUTH WALL , -- 20 1 21 22 1 2 0 __ v.> A .:.: � RECEPT. STERILE CORRIDOR .�a R RECEPT. ANES, SURG. OFFICE -- 20 1 23 24 1 20 y3 "`" `" -- OPOR 1A ` ATC NORTH PENTHOUSE 20 1 25 26 1 20 ;, OPOR 1B P-29 & P-30 NORTH PENTHOUSE -- 20 1 27 28 1 20 -> - +.:�.� OPOR 1C ATC SOUTH PENTHOUSE" f< -- 20 1 29 30 1 20 t -- RECEPT. EQUIP ALCOVE RECEPT. NORTH PENTHOUSE 20 1 31 32 1 20..:. ,... : OPOR2A LIGHTS NORTH PENTHOUSE HT �"::�' :.> � --.: 20 1 33 34 1 20 --+.`:�' RECEPT. .._t:. CE EQUIP. .ALCOVE RECEPT. SOUTH PENTHOUSE -- 20 1 35 36 1 20+ -- RECEPT. NURSE STATION LIGHTS SOUTH PENTHOUSE 20 1 37 38 1 20 RECEPT. NORTH WALL STAT LAB {.�. CIRC. PUMP ^� ;� 20 1 39 40 1 20 °r -- _... OPOR2A rrfior ECICU �;kr4.ki:.r:. ;,:;t;k;>r�::r 150 3 41 42 1 20 ----- -`` -- -- 43 ----- -- -- -- 45 SUBTOTAL AMPS -- -- -- '' f::.,:\ `'b" -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE---- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: PANEL SHOWN FOR REFERENCE ONLY. PROVIDE A NEW TYPED UPDATED PANEL SCHEDULE. PANELBOARD SCHEDULE' ECICU2 BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ VOLTS:120/208 3 0 4 WIRE PANEL RATED 0 225 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQD NQOD NEMA 1 kAIC 10 PANEL OVERLOAD 60 AMPS: PROTECTION — M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: ECICU SEC 2. LOCATION: OPEN HEART ELEC. RM. N 0 LOAD (AMPS) C.B. � CKT. CKT. C.B.LOAD (AMPS) N 0 T IDENTIFICATION AMP p no NO. NO. p 0_ AMP IDENTIFICATION T AO BO Co AO BO RECEPT. HEADWALL ROOM 111 -- b:i b " 2 0 1 1 2 1 2 0 -- RECEPT. HEADWALL ROOM 110 Ca. RECEPT. HEADWALL ROOM 111 �t :���� .:.: 20 1 3 4 1 20 � `' -- RECEPT. HEADWALL ROOM 110 RECEPT. HEADWALL ROOM 111 „`s, 4 2;4 -- 20 1 5 6 1 20 -- RECEPT. HEADWALL ROOM 110 RECEPT. HEADWALL ROOM 111 -- 20 1 7 8 1 20 -- RECEPT. HEADWALL ROOM 110 RECEPT. HEADWALL ROOM 111 ;>,..+, 20 1 9 10 1 20 ` 4:�.,�t, RECEPT.. HEADWALL ROOM 110 RECEPT. HEADWALL ROOM 111 -- 20 1 11 12 1 20 -- RECEPT. HEADWALL ROOM 110 RECEPT. FOOTWALL ROOMS 113 & 114 --,f f43 20 1 13 14 1 20 -- SPARE RECEPT. FOOTWALL ROOM 110,111 -- 20 1 15 16 1 20 -- t,:. SPARE RECEPT. FOOTWALL ROOM 108,109 —= 20 1 17 18 1 20 -- RECEPT. HEADWALL ROOM 108 RECEPT. HEADWALL ROOM 109 -- 20 1 19 20 1 20 -- 2> .':,,: RECEPT. HEADWALL ROOM 108 RECEPT. HEADWALL ROOM 109 -- 20 1 21 22 1 20 -- x RECEPT. HEADWALL ROOM 108 RECEPT. HEADWALL ROOM 109 :;a -- 20 1 23 24 1 20 -- RECEPT. HEADWALL ROOM 108 RECEPT. HEADWALL ROOM 109 -- »� 20 1 25 26 1 20 -- RECEPT. HEADWALL ROOM 108 RECEPT. HEADWALL ROOM 109 ,;;<<,' — 20 1 27 28 1 20 -- RECEPT. HEADWALL ROOM 108 4 RECEPT. HEADWALL ROOM 109 20 1 29 30 1 20 ° : .. y... RECEPT. COMM. ROOM NURSECALL CABINET -- `'M`F 20 1 31 32 1 20 -- RECEPT. COMM ROOM RECEPT. TELEPHONE BOARD """'s` -- 20 1 33 34 1 20 -- .:::...::„ SPARE SPARE 4_f":<: &2< 20 1 35 36 1 20 SPARE SPACE -- 20 1 37 38 1 20 -- SPACE SPACE '"`"'`' -- 20 1 39 40 1 20 -- SPACE SPACE 4 '<:K.,,vk>i:. __ 20 1 41 42 1 20 -- SPACE SUBTOTAL AMPS a.r sr"u SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: PANEL SHOWN FOR REFERENCE ONLY. PROVIDE A NEW TYPED UPDATED PANEL SCHEDULE. ■ PANELBOARD SCHEDULE ORNL BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:120/208 3 0 4 WIRE PANEL RATED ® 225 AMPS: M.C.B: ■ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SOD NQOD NEMA 1 kAIC 10 PANEL OVERLOAD PROTECTION 225 AMPS: M.L.O: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM:ORNH VIA TRANSFORMER LOCATION:O.R. ELEC. RM. N 0 LOAD (AMPS) C. B. Lu CKT. CKT. C. B. LOAD (AMPS) N 0 IDENTIFICATION AMP p a_ N0. N0. p � AMP IDENTIFICATION E AO gO CO q� g� C� E LIGHTS ANES SURG. OFFICE & OR 8 #;: 20 1 1 2 1 20 . �1 LIGHTS OR 7 # PREOP HOLD RECEPTACLES HEADWALLR ''`<ik` ` -- 20 1 3 4 1 20 -- EC S. EO OLD. ANES PT PR P H , SURG. OFF. LIGHTS CYSTOLOGY ,�+; 20 1 5 6 1 20 RECEPTACLES STAT LAB �. LIGHTS OR#1 :> :=>:r'k F.;:. 20 1 7 8 1 20;:..krkii:>.<if ULTRAVOILET LIGHT A H / LIGHTS OR 2 -- 20 1 9 10 1 35 -- E PAN L 0 RN2 NICU „,k -- 150 3 11 12 1 20 -- SPACE NICU �<< ;`x�:,'„< 13 14 1 20 ;. r� SPACE NICU -- aE,` -- -- 1 5 16 1 20 —_ SPACE NICU f"' "* '" -- 150 3 17 18 1 20 -- SPACE NICU -- Na. -- -- 19 20 1 1 20 -- SPACE NICU -- -- -- 21 22 1 20 M..1 SPACE SPACE -- 20 1 23 24 1 1 20 ....rr << -- SPACE SPACE 1 25 26 1 35 ` .,,. PANEL 0 A RN1 * �. SPACE -- 20 1 27 28 1 20 ' `: -- :.;' SPACE SPACE �::.2. � ` -- 20 1 29 30 1 20 Asa -- SPACE SUBTOTAL AMPS SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: PANEL SHOWN FOR REFERENCE ONLY. PROVIDE A NEW TYPED UPDATED PANEL SCHEDULE. PANELBOARD WHIEWLE: OREO BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:277/480 3 0 4 WIRE PANEL RATED 0 225 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQD NEHB NEMA 1 kAIC 18 PANEL OVERLOAD 125 PROTECTION AMPS: — M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ■ FED FROM: NEQH LOCATION:O.R. ELEC. RM. N 0 LOAD (AMPS) C.B. J CKT. CKT. - C.B. LOAD (AMPS) N 0 T IDENTIFICATION AMP p a_ NO. NO. p a AMP IDENTIFICATION T SPARE <<< 20 1 1 2 1 20 -- SPARE SPACE 20 1 3 4 1 20 _. SPACE r SPACE 2 20 1 5 6 1 20 .,,,, SPACE EF 27 & 28 k; 20 3 7 8 3 20 - P27 & P28 EF 27 & 28 9 10 P27 & P28 EF 27 & 28 -- -- -- 11 12 -- -- -- P27 & P28 SPACE -- 20 1 13 14 3 100 -- A/C 10 SPACE "»:.»r:.r k:.r -- '�` `�`` 20 1 15 16 -- -- -- A/C 10 A/C 11, `; ,v -- ;` ;zy '':"`. -- 90 3 17 18 -- -- -- A/C 10 A/C 11 -- -- 19 20 1 20 -- "''` b .»'s SPACE A/C 11 -- ::` -- 21 22 1 20 -- t SPACE ----- 20 1 23 24 1 20 SPACE RF - 11 - -fr 20 3 25 26 3 20 -- 4 ` "f: " RF - 10 RF - 11 :;? -- , : "r -- -- 27 28 :.b RF - 10 RF - 11 N t .. . -- -- 29 30 RF - 10 �. SUBTOTAL AMPS """"''"""""`" .:.:..: -:.- » - SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: PANEL SHOWN FOR REFERENCE ONLY. PROVIDE A NEW TYPED UPDATED PANEL SCHEDULE. PANELBOARD SCHEDULEECICU SEC. 1 BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PANELBOARD SCHEDULEECICU SEC. 2 BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ VOLTS:120/208 3 0 4 WIRE PANEL RATED 0 225 AMPS: VOLTS:120/208 3 0 4 WIRE PANEL RATED ® 225 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ — — M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQD NQOD NEMA 1 kAIC 10 PANEL OVERLOAD 150 AMPS: TYPE: SOD NQOD NEMA 1 kAIC 10 PANEL OVERLOAD 150 AMPS: — PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ — PROTECTION M.L.0: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: PANEL OREC1 LOCATION: OPEN HEART ELEC. RM. FED FROM: ECICU SEC. 1 LOCATION: OPEN HEART ELEC. RM. N 0 LOAD (AMPS) C.B. - CKT. CKT. � C.B. LOAD (AMPS) N 0 N 0 LOAD (AMPS) C.B. CKT. CKT. C.B. LOAD (AMPS} N 0 IDENTIFICATION p p IDENTIFICATION IDENTIFICATION p N0. p IDENTIFICATION E AO B� C� AMP N0. N0. a_ AMP Ab B� CAD E E Ate Bo C� AMP N0. AMP A4� B� C� E LIGHTING t' 20 1 1 2 1 20 iirwi k.:tr `::;:.ro'i LIGHTING RECEPT. HEADWALL ROOM 118 :.-::k<:iy::>.=:.::<::�: 20 1 43 44 1 20 -- �.r:.: RECEPT. HEADWALL ROOM 117 .,.;�,`� `e ,;.�«.:r,+. LIGHTING S�v k -- t�� �- 20 1 3 4 1 20 J�` .:,_+,... -- �:>:: LIGHTING RECEPT. HEADWALL ROOM 116 b -- , »r:: 20 1 4 5 46 1 20 fi: -2�:«:<>: � RECEPT. HEADWALL ROOM 115 �:. LIGHTING -- 20 1 5 6 1 20 -- LIGHTING RECEPT. HEADWALL ROOM 116 kr ` °:N£:t: -- 20 1 47 48 1 20 RECEPT. HEADWALL ROOM 115 LIGHTING --' °' " x' 20 1 7 8 1 20 -- <x RECEPT. CENTER NURSE STATION 1 RECEPT. HEADWALL ROOM 116 -- " ` • 20 1 49 50 1 20 -- RECEPT. HEADWALL ROOM 115 RECEPT. CORRIDOR SICU � v. ;:: 20 1 9 10 1 20 « #>,. r. �. �. RECEPT. CENTER NURSE STATION RECEPT. HEADWALL ROOM 116 20 1 51 52 1 20 PT. HEADWALL ROOM 115 RECEPT. TELEPHONE BOARD 20 1 11 12 1 20 -- RECEPT. CENTER NURSE STATION 1 RECEPT. HEADWALL ROOM 116 -- 20 1 53 54 1 20 i; -- RECEPT. HEADWALL ROOM 115 * .0 ,.. ,* tt 1 RECEPT. NURSE STATION NORTH -- ' " 20 1 13 14 1 20 -- C U 0 SOUTH RE RECEPT. NURSE STATION 1 RECEPT. HEADWALL ROOM 116 -- ::«>4:::>> 20 1 55 56 1 20 -- `'<rr: '>` <<"kr'>v< RECEPT. HEADWALL ROOM 115 ",,.. :...:...:. , _ RECEPT. NURSE STATION NORTH -- 20 1 15 16 1 20 RECEPT. CORRIDOR SICU RECEPT. HEADWALL ROOM 114115 20 1 57 58 1 20 RECEPT. HEADWALL ROOM 113 1 RECEPT. NURSE STATION SOUTH >' -- 20 1 17 1 8 1 20 v:�;`.� -- GFI RECEPT. LAB &UTILITY RECEPT. HEADWALL LL 00 114 R P H A WA ROOM -- 20 1 59 60 1 20 " .hii4:kit'2 -- RECEPT. HEADWALL ROOM 113 1 RECEPT. NURSE STATION SOUTH -- 20 1 19 20 1 20 -- �, ;, � . RECEPT. DIRECTORS OFFICE RECEPT. HEADWALL ROOM 114 -- 20 1 61 62 1 20 -- kr, ECEP HEADWALL 00 1 3 RECEPT, HE WA ROOM 1 RECEPT. DICTATION �1° -- 20 1 21 22 1 20 -- RECEPT. CORRIDOR PATIENT SIDE RECEPT. HEADWALL ROOM 114 ... : -- :` 20 1 63 64 1 20 -- . RECEPT. HEADWALL ROOM 113 RECEPT. NOURISHMENT ' -- 20 1 23 24 1 20 r:< <�r:� __ RECEPT.. FOOTWALL ROOM 109,110 RECEPT. HEADWALL ROOM 114 E:;:.... - _ 20 1 65 66 1 20 �.>„brrr� :<; Ariiik:, .-:r..... __ RECEPT. HEADWALL ROOM 113 :_ RECEPT. SNACKS -- 20 1 25 1 26 1 20 --r RECEPT. HEADWALL_ ROOM 119 RECEPT. HEADWALL ROOM 114 20 1 67 68 1 1 20 -- RECEPT. HEADWALL ROOM 113 .. RECEPT: NOURISHMENT 20 1 27 28 1 20 -- RECEPT. HEADWALL ROOM 119 RECEPT. HEADWALL ROOM 114 -- 20 1 69 70 3 60 k : A PANEL ECICU2 RECEPT. HEADWALL ROOM 119 '' -- 20 1 29 30 1 20 -- RECEPT. HEADWALL ROOM 119 RECEPT. HEADWALL ROOM 112 .......:..: ; ::°, -- 20 1 71 72----- RECEPT. HEADWALL ROOM 119 rr + 20 1 31 32 1 20 RECEPT. HEADWALL ROOM 119 RECEPT. HEADWALL ROOM 112 20 1 73 74 -- -- -- ----- RECEPT. HEADWALL ROOM 118 .>4 -- 20 1 33 34 1 20 `?` --`x RECEPT. HEADWALL_ ROOM 117 RECEPT. HEADWALL ROOM 112 -- ;= 20 1 75 76 1 20 -- ::: RECEPT. NURSE STATION 1 RECEPT. HEADWALL ROOM 118 '�`"� "" `:n:: ;:': 20 1 35 36 1 20 " `:"` RECEPT. HEADWALL ROOM 117 RECEPT. HEADWALL ROOM 112 20 1 77 78 1 20 RECEPT. FOOTWALL ROOM 116,11 RECEPT. HEADWALL ROOM 118 -- ..v< ,.€,'> >"` 20 1 37 38 1 20 -- RECEPT. HEADWALL ROOM 117 RECEPT. HEADWALL ROOM 112 -- t» , $ 20 1 79 80 1 20 SPARE 00 118 RECEPT. HEADWALL ROOM «> ^'" 20 1 39 40 1 20'v>>aA RECEPT: HEADWALL ROOM 117 RECEPT. HEADWALL ROOM 112 - 20 1 81 82 1 20 -- SPARE RECEPT. ROOM 118 ::....,�. y, � t�:..,»rn:+;:.:. -- 20 1 41 42 1 20 , .vr:t ,: �:� �< -- RECEPT. HEADWALL ROOM 117 SPARE �E��, v ...,�., -- 20 1 83 84 1 20 ,;�..�,.. i -- ----- .HEADWALL � SUBTOTAL AM PS ,.::+:, � " ,";;,irr:;.,,,,,,,:r::::.r - -- -- SUBTOTAL AMPS SUBTOTAL AMPS -- -- -- �<., SUBTOTAL AMPS ' � � . ::.:::::::::......: � ,...>,,..,:,.::::r.::::.::r:.:::rr::::::::::.. TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: NOTES: 1. RE —USE THIS CIRCUIT FOR THIS PROJECT. CONTRACTOR TO FIELD VERIFY. 1. RE —USE THIS CIRCUIT FOR THIS PROJECT, CONTRACTOR TO FIELD VERIFY. PROVIDE ANEW TYPED UPDATED PANEL SCHEDULE. PROVIDE A NEW TYPED UPDATED PANEL SCHEDULE. PANELBOARD SCHEDULE NICU SEC. 1 BOLT —ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ PANELBOARD SCHEDULE NICU SEC. 2 BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS:120 208 3 0 4 WIRE PANEL RATED 0 225 AMPS: VOLTS:120 208 3 0 4 WIRE PANEL RATED ® 225 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ PANEL OVERLOAD TYPE: SQD NQOD NEMA 1 kAIC 10 PROTECTION 150 AMPS: PANEL OVERLOAD TYPE: SQD NQOD NEMA 1 kAIC 10 PROTECTION 150 AMPS: M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: ORNL LOCATION: OPEN HEART ELEC, RM, FED FROM: ORNL LOCATION: OPEN HEART ELEC. RM. N 0 LOAD (AMPS) C B. - CKT. CKT. C.B. LOAD (AMPS) N 0 N 0 LOAD (AMPS) C.B.J CKT. CKT. w C.B. LOAD (AMPS) N 0 T IDENTIFICATION p p IDENTIFICATION T T IDENTIFICATION p p IDENTIFICATION T A0 B� C� AMP D_ NO. NO. AMP AO BO C� AO B0 C4� AMP C NO. NO. 0_ AMP q� g� C� - LIGHTING -- ::: .u?:ry :::;. .n :. v: ` 20 1 1 2 1 20 __ .c3. .a" r. ,...:4.k.:;::.,. LIGHTING RECEPT. HEADWALL ROOM 115 -- 20 1 43 44 1 2D -- 'wrf..... <::;:::,:<:r:::<: :i:r;>i'<s<z':::: RECEPT. HEADWALL ROOM 114 ..... LIGHTING 3k:" ` -- 20 1 3 4 1 20 ``" r -- f r<<° LIGHTING RECEPT. HEADWALL ROOM 115 -- 20 1 45 46 1 20 « -- RECEPT. HEADWALL ROOM 114 '.k RECEPT. VENDING/WATER COOLER z' - LIGHTING RECEPT. HEADWALL ROOM 115 20 1 47 48 1 20 RECEPT. HEADWALL ROOM 114 RECEPT. VENDING 20 1 7 8 1 20 "LIGHTING RECEPT. HEADWALL ROOM 113 'Rr,,; 20 1 49 50 1 20 ,�`k �: RECEPT.. HEADWALL ROOM 112 RECEPT. VENDING -- Mfk:�' 20 1 9 10 1 20 F` w" -- RECEPT. SICU WAITING ROOM RECEPT. HEADWALL ROOM 113 -- 20 1 51 52 1 20 >„ -- RECEPT. HEADWALL ROOM 112 v GFI RECEPT. UTILITY & NOURISHMENT -- 20 1 11 12 1 20 -- RECEPT. STAFF LOUNGE RECEPT. HEADWALL ROOM 113 " -- 20 1 53 54 1 20 : ; `. .... -- RECEPT. HEADWALL ROOM 112 GFI RECEPT. NOURISHMENT 20 1 13 14 1 20 -- '.,;;4> „ , ..< RECEPT. EQUIP. STORAGE 1 RECEPT. HEADWALL ROOM 111 -- 20 1 55 56 1 20 -- RECEPT. HEADWALL ROOM 110 GFI RECEPT. SNACKS -- �` 20 1 15 ] 6 1 20 - r` - ;"' RECPT. NURSE STAT, EQUIP. DR. OFF 1 RECEPT. HEADWALL ROOM 111 --.Ar 20 1 57 58 1 20 ,' ° '4 -- `$" RECEPT. HEADWALL ROOM 110 T ,. t RECEPT. FOOTWALL ROOM 117 -- 20 1 1 7 18 1 20 -- RECEPT. FOOTWALL ROOM 119 RECEPT. HEADWALL ROOM 111 >�r' ` -- 20 1 59 60 1 2D Y``4.xxc <tr�: -. --. RECEPT. HEADWALL ROOM 110 RECEPT. FOOTWALL ROOM 116 -- 20 1 19 20 1 20 -- RECEPT. FOOTWALL ROOM 118 RECEPT. HEADWALL ROOM 109 -- 20 1 61 62 1 20 -- RECEPT. HEADWALL ROOM 108 .T., ...nr .: RECEPT. FOOTWALL ROOM 116 __ `:�:.:.:::..: 2D 1 21 22 1 20 �< ;.r -- >°>>4<»�< RECEPT. FOOTWALL ROOM 113 E D LL ROOM 109 RECEPT. H A WA -- 20 1 63 6 4 1 2 0 -- RECEPT. HEADWALL ROOM 108 R T HEA WA RECEPT. FOOTWALL ROOM 114 -iL -- 20 1 23 24 1 20 -- RECEPT. FOOTWALL ROOM 112 RECEPT. HEADWALL ROOM 109 -- 20 1 65 66 1 20 RECEPT. HEADWALL ROOM 108 ;,. .,* RECEPT. FOOTWALL ROOM 111 -- .< 20 1 25 26 1 20 -- RECEPT. FOOTWALL ROOM 108 2 UNDER COUNTER LIGHTS PATIENT & DICTSTION 6 _ 2F 20 1 67 68 1 20 ,t -- RECEPT. HEADWALL ROOM 109 RECEPT. CONSULTATION -- 20 1 27 28 1 20 -- WATER COOLER VENDING 2 RECEPT. NOUR. & LAB 4.5 20 1 69 70 1 20 `. -- a RECEPT. HEADWALL ROOM 110,111 4 „z RECEPT. CONSULTATION 20 1 29 30 1 1 20 x�'>�,r RECEPT. HEADWALL ROOM 118 2 PLUG MOLD SOILED UTILITY ,t:w,Lby f 6 20 1 71 72 1 20 �' 4 X-RAY LIGHT PANEL 2 ,+ :�: f A RECEPT. HEADWALL ROOM 119 -- ` $„<- °` 20 1 31 32 1 20 -- .+: t`h"f>` RECEPT. HEADWALL ROOM 118 3 MILLWORK LIGHTS. 6 ' " 20 1 73 74 1 20 -- 5' RECEPT.LAB CLEAN UTILSOIL UTIL. RECEPT. HEADWALL ROOM 119 -- .. 20 1 33 34 1 20 RECEPT. HEADWALL ROOM 118 SPACE -- 20 1 75 76 1 20 "``` -- `` SPACE RECEPT. HEADWALL ROOM 119 " -- 20 1 35 36 1 20 `,'.' `4 r ` -- RECEPT. HEADWALL ROOM 117 SPACE -- 20 1 77 78 1 20 ,": t -- SPACE RECEPT. HEADWALL ROOM 116 -- ri. ' 20 1 37 38 1 20 -- .:.:... RECEPT. HEADWALL ROOM 117 SPACE -- 20 1 79 80 1 20 -- SPACE RECEPT. HEADWALL ROOM 116 -- 20 1 39 40 1 20 4.£kz�'.:r; k>_% -- .;:'r:.;:r; RECEPT. HEADWALL ROOM 117 SPACE -- 20 1 81 82 1 20 -- SPACE :: :.i. RECEPT. HEADWALL ROOM 116,r. 2 , ., -- 20 1 1 41 42 1 1 20 -- RECEPT. GFI SNACKS SPACE ' :ry.. , <'. -- 20 1 83 84 1 20 » b; ' -- SPACE SUBTOTAL AMPS -- -- -- »`"<'k ` ;`. "` : `t:`' <°`°': , : -- -- -- SUBTOTAL AMPS , SUBTOTAL AMPS -- -- -- ` '.' -- -- -- SUBTOTAL AMPS $uybb'i >x«'�'4°r.'r`�i'Y�X�b ".a�i' TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: NOTES: 1. RE -USE THIS CIRCUIT FOR THIS PROJECT. CONTRACTOR TO FIELD VERIFY. 2. UTILIZE EXISTING 20/ 1 SPARE BREAKER. NEW LOAD ADDED IN THIS PROJECT. 3. PROVIDE A NEW 20/1 BREAKER. MATCH EXISTING. NEW LOAD ADDED IN THIS PROJECT. PROVIDE A NEW TYPED UPDATED PANEL SCHEDULE. PROVIDE A NEW TYPED UPDATED PANEL SCHEDULE. ■ ■ ■ ■ 41 ■ 1 ■ w ■ PANEL SCHEDULES A PROJ. NO. H05050.00 SHEET ................................................................................................. DRAWN M.S. : F601 ■ ■ ■ ■ • ■ x Copyright HuntonBrady Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R p N ■ L y 3 H F ■ ■ c 1aw:1►11 ROOF NODE O FAULT CURRENT SCHEDULE SERVICE #2 15 32552 A AVAILABLE (NORMAL) UTILITY TRANSFORMER 25 30538 A AVAILABLE (NORMAL) 26 3723 A AVAILABLE (NORMAL) 27 2715 A AVAILABLE (NORMAL) 28 2588 A AVAILABLE (NORMAL) 30 1998 A AVAILABLE (NORMAL) 35 29014 A AVAILABLE (NORMAL) 45 13773 A AVAILABLE (NORMAL) 55 13128 A AVAILABLE (NORMAL) 65 28016 A AVAILABLE (NORMAL) 75 26565 A AVAILABLE (NORMAL) 78 2647 A AVAILABLE (NORMAL) 80 2647 A AVAILABLE (NORMAL) 85 5214 A AVAILABLE (NORMAL) 95 3150 A AVAILABLE (NORMAL) 105 1074 A AVAILABLE (NORMAL) 115 1041 A AVAILABLE (NORMAL) 125 15912 A AVAILABLE (NORMAL) 135 11691 A AVAILABLE (NORMAL) 145 1872 A AVAILABLE (NORMAL) 155 1030 A AVAILABLE (NORMAL) 65 995 A AVAILABLE (NORMAL) 75 22589 A AVAILABLE (NORMAL) ® 19374 A AVAILABLE (NORMAL) 86 4781 A AVAILABLE (NORMAL) ® 2784 A AVAILABLE (NORMAL) 88 2657 A AVAILABLE (NORMAL) 90 8118 A AVAILABLE (NORMAL) 95 8118 A AVAILABLE (NORMAL) 00 30538 A. AVAILABLE (NORMAL) 05 7002 A AVAILABLE (NORMAL) 215 2941 A AVAILABLE (NORMAL) 25 2805 A AVAILABLE (NORMAL) 35 4850 A AVAILABLE (NORMAL) 45 2819 A AVAILABLE (NORMAL) 50 1598 A AVAILABLE (NORMAL) 55 2654 A AVAILABLE (NORMAL) 65 2404 A AVAILABLE (NORMAL) 275 1859 A AVAILABLE (NORMAL) EMERGENCY ELECTRICAL RM. #2 GENERATOR ROOM #2 LOAD CALCULATIONS FOR 70OKW GENERATOR EXISTING GENERATOR - 700KW/875KVA*480/277V @ .8pf LIFE SAFETY BRANCH (ATS-EA2, 70A): 30 DAY RECORDED LOAD 10.4KVA X 1.25 = 13KVA CRITICAL BRANCH (ATS-CL, 800A : 30 DAY RECORDED LOAD 12.DKVA X 1.25 = 15KVA NEW LOAD ON ATS-CL IN HIS PROJECT & CATH LAB #1 & CT SCAN = 74.7KVA CRITICAL BRANCH (ATS-EC2, 250A): 30 DAY RECORDED LOAD 58.6KVA X 1.25 = 73.25KVA NEW LOAD ON ATS-EC2 IN THIS PROJECT & CT SCAN = 10KVA EQUIPMENT BRANCH (ATS-EQ2, 800A): 30 DAY RECORDED LOAD 81.1KVA X 1.25 101.4KVA NEW LOAD ON ATS-EQ2 IN THIS PROJECT AND CATH LAB #1 & CT SCAN = 19.6KVA TOTAL NEW EMERGENCY LOAD = 306.85KVA OR 369A O.R. ELEC. ROOM GENERAL NOTES: 1. RISER IS SHOWN FOR REFERENCE ONLY. OPEN HEART ELEC. ROOM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------- r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------I I r--- NMSB --I------------------------------------ ---------------------I---------------------- ----------- ---------------------I-----------------1 _ --------I------------------- ----- -------------- I I SERVICE--------------------- rI I----------------------i -I ------ ----- -I -----I -- -------------------- -----NES IIIIi IiIIIi ECICU ECICU NICU �III NICU I1III #2 ------ II NEAL 35 NEAH r 5 NECHNEQHI r------� i OREC1 OREQ ORNL SEC 1 SEC. 2 ___A 30I SEC. 1 SE_ EAICU 480/ ___+-J i 1 i i 0A ii_____ i125A 125A 800Aj L5 j150A J r�JIIi IIIi 150A III III IIII 1III IIII I 50A IEA2 EC2277 EQ2 1250AI II I I I I rIII ' ------ l I225A --- 1100Ai 70A L �-J LS 1260A i 1800A(N) i LJCR) (EQ) 100A1 Q LJ1500KVA GEN. #2 1200A�_ TING FPL 1QI L___ J L � I I.�( 8 J L J L -- J L J L------ -__-JEXIS I I 12500AI I I I ----------------� I GXFORMER i �--------�FIRST ---� '� --------------------------------------i iJi�30KVAF 8' 187 -� 1---- I 27 FIRST FLOOR FLOOR-' , I TO ---- 15 i 125 UTILITY L------- I PARTIAL RISER DIAGRAM SERVICE #Z 1. DASHED LINES REPRESENT EXISTING TO REMAIN. i •�Y�.�v.����� /11 VI III riV IV 1 /1. rill I\I IIIJ 1\GJGIYGV. IVV Il. V�w1111 VI MY V. VVll�i YV V, VIIVII IV V, I IVIIVV VLVVI \�'tV/I VV/ VVVV \-YV/I VV/ IIV//I VA YY YI YY .I IVI IIVI IVI \.IV I...Ivvll.av . v.vvvlr-.-r V Vh,/rllal ll � y , r.v VIII p i ■ ■ ■ #8 WIRE OR 1 1 /2" MIN. ,,--'--STRAP HANGERSPIN-IN COLLAR SEAL ALL JOINTS. DUCT 11,717,717,91, Priry FASTENERS MAY BEOMITTED IF HANGER T LOOPS UNDER DUCT. pl// FASTENER FASTENING STRAP RIGID RECTANGULAR DUCT HANGER (TYP.) 1 1/2" MIN. SUPPORT STRAP 18" MAX. FROM DEVICE. FASTENERS NOT PERMITTED DUCT TO PENETRATE EXHAUST OR DRYER VENT DUCTS. RIGID ROUND DUCT DUCTWORK SUPPORT DETAILS NOT TO SCALE BRANCH DUCT x PIVOT DAMPER a U' (VD) v�i w Ir QUADRANT BEARING - LOCKING LEVER TRUNK DUCT ANGULAR TAP COLLAR AIR FLOW(SUPPLY) AIR FLOW(RURN/EXHAUST SUPPLY/RETURN AND EXHAUST BRANCH DUCTWORK DETAIL SCALE : NOT TO SCALE HANGER (TYP.) DUCTWORK VOLUME DAMPER EXTENDS TO POINT OF CONNECTION. -N %. SUPPORT STRAP __--_----INSULATION RIGID DUCT SEAL AIRTIGHT HARD CEILING EXISTING FRAME NEW DIFFUSER NOTE: PROVIDE TAPERED RECTANGULAR TO ROUND SIDE TAKEOFF FITTINGS WHERE DUCT DIMENSION DOES NOT PERMIT CONICAL FITTING. LAY -IN CEILING DIFFUSER DETAIL NOT TO SCALE SEAL AIRTIGHT WITH GLASS FAB AND MASTIC PROVIDE CONICAL FITTING SPIN -IN FITTING WITH VOLUME DAMPER CLAMP RIGID ROUND DUCT MAIN BRANCH SPIN -IN COLLAR FITTING DETAIL NOT TO SCALE ■ � ■ ■ f'N ■ "� ■ F ■ 1. MECHANICAL SPECIFICATIONS GENERAL MECHANICAL REQUIREMENTS HANGERS AND SUPPORTS DIVISION 15 PROVIDE ALL NECESSARY DUCTWORK, HANGERS, RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK FROM THE GENERAL BUILDING STRUCTURE, DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED AND SUPPLEMENTAL CONDITIONS AND DIVISION 1 SPECIFICATIONS APPLY TO INSTALL DUCTWORK. TO WORK SPECFIED IN THIS SECTION. THE USE OF BALING WIRE, CLOTH WEBBING OR PERFORATED METAL SCOPE OF WORK STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: WARRANTY/GUARANTEE: PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE REQUIRED FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATING, AIR AND CONDITION OF THE PERIOD OF ONE (1) YEAR. CONDITIONING AND MISCELLANEOUS SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD SUBSTITUTIONS BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THERETO. PRIOR WRITTEN APPROVAL OF THE ENGINEER. CODES AND STANDARDS HEATING/VENTILATING/AIR CONDI1IONING SPECIFICATIONS APPLICABLE CODES: SCOPE OF WORK - 2001 FLORIDA BUILDING CODE - MECHANICAL (INCLUDING 2003 FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS AMENDMENTS) INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE - NFPA 90A, 1999 EDITION SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE - NFPA 101, 2003 EDITION FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR DISTRIBUTION AND DUCTWORK. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. EQUIPMENT: PRODUCTS AIR DISTRIBUTION EQUIPMENT: ALL EQUIPMENT, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS AS SCHEDULED SPECIFIED, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS, AND AS ON THE DESIGN DRAWINGS. METAL-AIRE MAY BE SUBSTITUTED AS AN INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICALLY POWERED EQUAL. EQUIPMENT SHALL BE U.L. OR E.T.L. LISTED. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS WORKMANSHIP SCHEDULED ON THE DESIGN DRAWINGS AND SHALL BE ALL STEEL CONSTRUCTION. AIR DISTRIBUTION SHALL NOT EXCEED NC-30 NOISE ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. NO DUCTWORK: ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TRADES. MATERIALS: GALVANIZED STEEL (G-90) OF GAUGES CONFORMING TO LATEST EDITION OF SMACNA STANDARDS BASED 'ON THE FOLLOWING MECHANICAL CONTRACTOR SHALL DAILY REMOVE REFUSE AND DEBRIS PRESSURE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. ACCUMULATING FROM MECHANICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK. LEAVE THE PREMISES "BROOM CLEAN" INSOFAR AS 1. SUPPLY AIR: 2" W.G. POSITIVE PRESSURE AFFECTED BY MECHANICAL WORK. 2. RETURN AIR: 1" W.G. NEGATIVE PRESSURE 3. EXHAUST AIR: 1" W.G. POSITIVE/NEGATIVE PRESSURE SHOP DRAWINGS AND SUBMITTALS ALL DIMENSIONS ARE INSIDE NET FREE AREA. SUBMIT FOR ENGINEER'S APPROVAL, SHOP DRAWINGS, AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND ACCESSORIES PRIOR TO PURCHASE AND ADJUSTABLE SPUTTERS AND DAMPERS SHALL BE INSTALLED IN EVERY OR FABRICATION, SPLIT AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL OF OPERATION. WIRING CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL SUBMITTAL PACKAGE FOR HVAC EQUIPMENT SHALL ALSO INCLUDE BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR QUALIFICATIONS AND CERTIFICATIONS OF PROPOSED TEST AND BALANCE VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT SUBCONTRACTOR. HVAC SUBMITTALS WILL NOT BE REVIEWED WITHOUT TEST APPRECIABLE TURBULENCE. AND BALANCE DOCUMENTATION. QUALIFICATIONS OF MULTIPLE TEST AND BALANCE CONTRACTORS ARE ACCEPTABLE (TO ACCOMPLISH COMPETITIVE PROVIDE REMOTE CABLE DAMPER OPERATORS FOR DAMPERS INSTALLED IN BIDDING OF WORK). HARD CELINGS WHEN ACCESS TO DAMPERS IS' NOT AVAILABLE. THE CABLE OPERATORS SHALL INCLUDE CABLE AND WIRE, SOCKET WRENCH OPERATOR WHEN PROVIDED, THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED WITH MOUNTING BRACKETS AND CABLE CLAMP AND ALL NECESSARY MOUNTING FOR COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE HARDWARE TO ATTACH TO DAMPER SHAFTS AND DUCTWORK. THE PERATOR DUCTWORK SHOP DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH SHALL BE INSTALL IN AN ACCESSIBLE LOCATION OR PROVIDED WITH AN OTHER TRADES OR BUILDINGS STRUCTURE. IT IS THE RESPONSIBILITY OF ACCESS PANEL. THE REMOTE CABLE DAMPER OPERATORS SHALL BE AS THE CONTRACTORS TO COORDINATE AND VERIFY ROUTING AND EXACT MANUFACTURED BY YOUNG REGULATOR COMPANY OR EQUAL FROM VENTLOCK. LOCATION OF SYSTEM COMPONENTS. INSULATION: EXECUTION SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS-CORNING, MANVILLE, COORDINATE AND SCHEDULE THE WORK WITH THE OWNER TO MINIMIZE PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL. INSULATION DISRUPTIONS TO THE NORMAL OPERATIONS AT THE BUILDING. SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL. ALL INSULATION ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON SHALL BE SUITABLE FOR INSTALLATION 1N A RETURN AIR PLENUM. THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK INTERFERENCES WITH OTHER TRADES. ALL WORK SHALL BE INSTALLED TO EXTERNALLY WITH MANVILLE R SERIES MICROLITE TYPE 75 OR 100 ENSURE MAXIMUM HEADROOM, BALANCED OPERATION AND SUITABLE INSULATION OR APPROVED EQUAL. INSULATION TO HAVE TYPE II FSK AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD FACING AND UL FIRE HAZARD CLASSIFICATION OF: FLAME SPREAD 25, MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL SMOKE DEVELOPED 50, FUEL CONTRIBUTED 50. INSTALL INSULATION PER INSTALLATION. SMACNA, FLORIDA MODEL ENERGY EFFICIENCY CODE AND MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH COORDINATE WITH OTHER TRADES AND FIELD -VERIFY EXISTING CONDITIONS GLASS FABRIC AND MASTIC. FOR EXACT LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED. MINIMUM INSULATION THICKNESSES ARE AS FOLLOWS: - SUPPLY AND RETURN AIR IN UNCONDITIONED SPACE: 2" (R-6 MIN.) NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN - OUTSIDE AIR: 2" (R-6 MIN.) ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. ADEQUATE AND PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT PROVIDE ISOLATION VALVES AND UNIONS AT ALL EQUIPMENT AND AS WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE INDICATED ON DRAWINGS. MOISTURE ON THE EXTERIOR OF AIR DUCTS OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY CONDENSATION PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED AND CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF THE FINISHED BY EXPERIENCED WORKMEN. GUARANTEE. CLEANING, TESTING AND ADJUSTING: THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED FOR PERFORMANCE TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. TESTING: ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS REQUIRED. REFER TO SHOP DRAWINGS AND SUBMITTAL SECTION. TEST AND BALANCE REPORTS BY NON -APPROVED CONTRACTORS WILL BE REJECTED. THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. THE TEST AND BALANCE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING BUREAU A FINAL CERTIFIED COPY OF THE TEST AND BALANCE REPORT SHALL BE MADE AVAILABLE AT THE FINAL AHCA INSPECTION. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) 3. STATIC PRESSURE THROUGH UNIT COMPONENTS. 4. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. �s HVAC GENERAL NOTES FURNISH ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES . REQUIRED FOR THE RENOVATION OF EXISTING MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATION, AIR CONDITIONING, AND MISCELLANEOUS SYSTEMS AS INDICATED ON THE DESIGN DRAWINIGS AND AS OUTLINED IN THE SPECIFICATIONS. THE ENTIRE SYSTEM AND ALL COWPONENTS SHALL HEREIN MEET ALL STATE, COUNTY, AND LOCAL CODES AND (ORDINANCES IN EVERY RESPECT. APPLICABLE CODES: - 2001 FLORIDA BUILDING CODE: MECHANICAL (INCLUDING 2003 AMENDMENTS) - NFPA 90A, 1999 EDITION - NFPA 72, 1999 EDITION (TO (COVER THE AIR DUCT DETECTORS) - NFPA 101, 2003 EDITION MECHANICAL CONTRACTOR SHALL (OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS PORTION OF THE WORK. REFER TO DRAWINGS FOR NEW AND REUSED EXISTING EQUIPMENT. ALL NEW EQUIPMENT, ETC. SHALL BE OF THE BEST QUALITY, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS, AND AS INDICATED IN THE SPECIFICATIONS. ALL SYSTEMS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND PROFESSIONAL MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCE AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR [REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCE BETWEEN INVOLVED TRADES. EXISTING SYSTEMS SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND AVAILABLE RECORD DRAWINGS. THIS INFORMATION IS PARTIALLY UNVERIFIED. CONTRACTOR ASSUMES RESPONSIBILITY FOR FIELD VERIFICATION AND INVESTIGATION PRIOR TO SUBMITTING BID, DO NOT SCALE THESE PLANS. TEST AND BALANCE SHALL BE BY (INDEPENDENT) T&B COMPANY CERTIFIED BY AABC OR NEBB ONLY. EXISTING AIR QUANTITY SHALL BE REBALANCED TO AIR QUANTITY NOTED ON PLAN. LOW PRESSURE DUCTWORK SHALL BE GALVANIZED STEEL OF GAUGES CONFORMING TO LATEST EDITION OF SMACNA STANDARDS BASED ON 2" W.G. PRESSURE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. THE GALVANIZED DUCT COATING IS TO BE G-90. ALL JOINTS SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. ALL DIMENSIONS ARE INSIDE NET FREE AREA. DIFFUSER, REGISTER AND GRILLE INSTALLATIONS SHALL BE COORDINATED WITH OTHER TRADES. EXISTING DUCTWORK SHOWN IS FOR REFERENCE ONLY. VERIFY EXISTING LOCATIONS AND DUCT SIZES. EXISTING DIFFUSERS TO BE REUSED SHALL BE CLEANED AND FREE OF DEFECTS. REUSE EXISTING DIFFUSERS TO THE GREATEST EXTENT POSSIBLE. VERIFY THAT THE NECK SIZE OF DIFFUSERS TO IBE RELOCATED IS SUFFICIENT FOR THE NEW AIRFLOW QUANTITY. IF NECK IS OTHER THAN SPECIFIED, REPLACE DIFFUSER WITH ONE FROM ELSEWHERE ON THE PROJECT OR WITH ANEW ONE WHICH MATCHES BUILDING STANDARD. AIRFLOWS SMALL BE LIMITED TO THE FOLLOWING DIFFUSER NECK SIZES: 6" - UP TO 100 CFW, 8" - UP TO 220 CFM, 10" - UP TO 340 CFM, 12" UP TO 480 CFM, 14" UP TO 650 CFM. SIZE OF DUCT RUNOUT AND SPIN -'IN TAP SHALL EQUAL DIFFUSER NECK SIZE. ALL DUCT INSULATION SHALL COMPLY WITH FLORIDA MODEL ENERGY EFFICIENCY CODE. SHEETMETAL DUCT WILL INCLUDE 2" DUCT WRAP. THIS APPLIES TO NEW DUCTWORK ONLY, EXISTING UNINSUILATED SHALL REMAIN AS IS UNLESS OTHERWISE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. MANUFACTURERS RECOMMENDED SERVICE CLEARANCE FOR ALL EQUIPMENT SHALL BE MAINTAINED. ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA OR FLORIDA MODEL EFFICIENCY CODES WHICHEVER IS STRICTER. CONTRACTOR SHALL INSPECT ALL SYSTEMS AND EQUIPMENT WITHIN THE AREA OF WORK TO DETERMINE FITNESS FOR OPERATION. CONTRACTOR SHALL PROVIDE A FULLY OPERATIONAL FINISHED SYSTEM AS DESCRIBED. PATCH AND MAKE GOOD ALL LEAKS IN EXISTING DUCT. SEAL LEAKS WITH MASTIC. REPAIR AS REQUIRED TO RESTORE VAPOR BARRIER AND INSULATION SYSTEM. CALIBRATE EXISTING THERMOSTATS. MECHANICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL, ELECTRICAL, 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 ANY CORRECTIONS REQUIRED DUE TO CONFLICTS WITH OTHER TRADES WILL NOT BE RECOGNIZED. ■ y PENINSULA ENGINEERING f INC. 2016 ALDEN ROAD 4"11 ORLAND , 32803 t 308DA WICE 407.246.1688 ; FAX 407.246.1664 http://www.peiflo.com E-Mail to: pei®peifla.com JOB # 05166 Copyright — All ideas, designs, methods and Al 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 a without the written permission of Peninsula eta Engineering, Inc. 01 Hunton ■ 2 ■ M001 .... . ... Copyright Hu tonBrady Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax wwwhuntonbrody.com License AAC001744 3 ■ o ■ ............................ a ,I m "I H 14 m 16 m 1.6 0 DEMOLITION GENERAL NOTES 1. COORDINATE EXACT PHASING WITH ARCHITECHTERAL DRAWINGS. 0 MECHANICAL DEMOLITION PLAN I m 16 0 Is 0 17 0 R ■ b . ..................................................... ..................................... ....... ............................. ..... ............................ ... ............................ .. ....... .......... .... .1 . ..... ...... . ............................... ....... I ............................... ..................... .......... ....... ..... ......................... ....... ................................ ....... ................................ ...... ............ 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I d ji: H1 1"01Iel IIII ........... .. ............ .. ............ ................. ... ........ fi f 3 r- i f� I £ E I i i ,3., ..; . i ii 't rV/ ? i 't.}:° �fF I I ...;... E ...�.. %`»...L A! .......................................... RENOVATION KEY NOTES O REINSERT CLEANED AND INSPECTED SUPPLY AIR DIFFUSER IN NEW CEILING GRID. O TAP INTO EXISTING DUCTWORK WITH NEW DUCT. ROUTE DUCTWORK TO RELOCATED DIFFUSER. TAP INTO EXISTING DUCTWORK AND ROUTE NEW 10"0 RIGID ROUND DUCT TO RELOCATED DIFFUSER. R 71, p PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1686 ; FAX 407.246.1664 http://www.peiflo.com E—Mail to: pelOpeifla.com JOB # 05166 ■ ■ ■ ■ SEAL Jose A. Marques, PE, FL Reg. No. 3 313 . . ... . ........ ti ;i e I F cla L H R "'10NA, iOSIPFI'Al OPEN HEART ICU FINISH UPGRADES D unton : . • AMCNITBGTS DATE ....... ..................... . ...... . ........... S.'UP.M..1.S§1.0..N R.E.V.1.§.1.0.N NO. c 9 .02. ........... GD PROGRE55 5ET I ............... ...................................... 95.1-1.05 ...................................... ................. I ................................................................................................ GON!5TRUGTION DOGUMENT5 ...................................................................................... .......... .............. ............... ... . ................................... 11.1 ................................ I ................................. ....................................... . ...................... . ...................................... .............. ........... .......... __ ............ _ ............. ...................................................................................................................................... ................ ................................................. " ................ .... 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Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fox www.huntorbrody.com License AAC001744 ■ ■ 0 ■ ■ FIRE PROTECTION SPECIFICATIONS GENERAL: TEST OF COMPLETED SYSTEM: DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND ABOVE GROUND PIPING: PERFORM A HYDROSTATIC TEST OF THE PIPING SYSTEM IN SUPPLEMENTAL CONDITIONS AND DIVISION I SPECIFICATIONS, APPLY TO WORK SPECIFIED ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 (1999 ED.) SECTION 10-2.2. IN THIS SECTION. NOTIFY THE ARCHITECT/ENGINEER/OWNER/ UNDERWRITER PRIOR TO PERFORMING THE SCOPE OF WORK: TEST WHO, AT THEIR OPTION, MAY DESIRE TO WITNESS THE TEST. TEST SHALL BE SATISFACTORY TO THE ARCHITECT, ENGINEER, OWNER, UNDERWRITER OR AUTHORITIES WORK REQUIRED UNDER THIS SECTION INCLUDES PROVIDING ALL LABOR, MATERIALS, HAVING JURISDICTION. EQUIPMENT, FEES AND SERVICES FOR, AND REASONABLY INCIDENTAL TO, PROPER ■ COMPLETION OF ALL FIRE PROTECTION WORK HEREIN SPECIFIED, EXCEPTING ONLY WORK IF TEST PROVES UNSATISFACTORY, LEAKS SHALL BE REPAIRED AND A NEW TEST SHALL OR MATERIALS SPECIFIED OR NOTED AS BEING FURNISHED AND/OR INSTALLED BY BE PERFORMED. NO BACK FILLING SHALL BE DONE OVER BURIED JOINTS UNTIL PIPE OTHERS. HAS BEEN PROVEN WATER TIGHT. SECURE PIPING IN PLACE PRIOR TO TESTING. 1. ALL WORK SHALL COMPLY WITH NFPA REQUIREMENTS, FLORIDA BUILDING CODE AND AFTER TESTING HAS BEEN COMPLETED, ALL VALVES SHALL BE LEFT IN THEIR CITY OF SANFORD FIRE PREVENTION DEPARTMENT. RESPECTIVE NORMAL POSITIONS, AND THE OWNER AND HIS DULY APPOINTED. REPRESENTATIVE SHALL BE INSTRUCTED IN THE CARE, OPERATION AND MAINTENANCE OF 2. ALL WORK SHALL BE PERFORMED BY COMPETENT WORKMEN SKILLED AND LICENSED IN THE ENTIRE SYSTEM. THIS PARTICULAR TRADE. MATERIAL AND TEST CERTIFICATE SHALL BE COMPLETED AND TURNED OVER TO THE 3. PROVIDE SPRINKLER SYSTEM TO NFPA 13 SPECIFIC HAZARD OCCUPANCY OWNER'S REPRESENTATIVE UPON COMPLETING THE TEST. ■ REQUIREMENTS. ANY DEVIATIONS THEREFROM MAY BE MADE AS REQUIRED BY INSPECTION AGENCIES, INSURING AGENCIES OR AS REQUIRED DUE TO INTERFERENCE CHLORINATION: WITH OTHER EQUIPMENT, STRUCTURAL MEMBERS, DUCTS, ETC. PROVIDE ADDITIONAL HEADS AS MAY BE REQUIRED FOR AN APPROVED SYSTEM. ARRANGE FOR CHLORINATION OF THE SERVICE ENTRANCE PIPING FROM POINT OF CONNECTION TO THE MUNICIPAL WATER MAIN UP TO AND INCLUDING THE FLANGE AND 4. RESPONSIBILITY FOR ELEVATIONS OF PIPING: SPIGOT INSIDE THE BUILDING. g A. CAREFULLY FIELD CHECK THE ELEVATIONS OF EXISTING GRADES AND BURIED PAY FOR ALL COSTS ASSOCIATED WITH CHLORINATING THE PIPING SYSTEM. SERVICE LINES AND MAKE A CAREFUL LAYOUT OF THE PROPOSED NEW SERVICES BEFORE STARTING WITH THE WORK, MAKING EVERY ATTEMPT TO AVOID THE SYSTEM SHALL BE TESTED IN ACCORDANCE WITH AWWA C-651 OR C-652 INTERFERENCES. STANDARD PROCEDURE FOR DISINFECTING WATER MAINS AND LOCAL CODES AND ORDINANCES AND SHALL NOT BE CONNECTED TO THE MUNICIPAL WATER SYSTEM UNTIL B. ATTENTION IS CALLED TO DUCTWORK, HEATING AND COOLING PIPING, WATER AND PROVEN SAFE. DELIVER CHLORINATION CERTIFICATION TO THE OWNER AND OR THE DRAIN PIPING, AND TO THE ELECTRICAL INSTALLATION, WHICH WILL BE INSTALLED MUNICIPAL WATER DEPARTMENT THAT THE SYSTEM HAS BEEN PROVEN SAFE. BY OTHERS. C. ANY DISCREPANCIES OR CONFLICTS DISCOVERED SHOULD BE REPORTED TO THE ARCHITECT/ENGINEER, AND WORK SHALL NOT PROCEED UNTIL A SATISFACTORY RESOLUTION IS FOUND. NO ADDITIONAL COMPENSATION WILL SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY THE OWNER TO COVER THE COST OF ANY SUCH INTERFERENCE'S, WHETHER DUE TO NEGLIGENCE, ERROR, OVERSIGHT OR OTHER CAUSE IN NOT HAVING PROPERLY ESTABLISHED THE ELEVATIONS OF ALL NEW OR EXISTING PIPING, ETC. 5. PIPING SHALL BE CONCEALED IN AREAS WITH CEILINGS AND EXPOSED IN AREAS WITHOUT CEILINGS. 6. PIPING SHALL BE INSTALLED AND SUPPORTED PER NFPA 13. 7. SLOPE PIPING IN ACCORDANCE WITH NFPA REQUIREMENTS. 8. PROVIDE DRAINS AT RISERS, ON VALVED SECTIONS, AT SIAMESE CONNECTIONS AND AT OTHER LOCATIONS REQUIRING SAME FOR COMPLETE DRAINAGE OF SYSTEMS. PIPE DRAINS TO OUTSIDE OF BUILDING OR AS APPROVED. ■ 9. WALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED WITH PRO -SET "FIRE STOP COUPLING" SYSTEM OR WITH GEDNEY TYPE CFS1 FIRE SEAL OR EQUAL. SPACE BETWEEN SLEEVE AND WALL TO BE COMPLETELY SEALED WITH CAULKING. VOID BETWEEN SLEEVE PLUGS TO BE FILLED WITH INSULATION. CODES AND STANDARDS: ALL FIRE PROTECTION WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE (2003 REVISIONS), 2004 FLORIDA FIRE PREVENTION CODE, NFPA 13 (2002 EDITION) THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. SYSTEM DESCRIPTION: :I CONTRACTOR SHALL REVISE EXISTING SPRINKLER SYSTEM AS REQUIRED FOR THE NEW LAYOUT INCLUDING NEW PIPING FOR NEW OR RELOCATED SPRINKLER HEADS TO PROVIDE FOR PROPER COVERAGE. ALL HEADS ARE TO BE CENTERED IN THE CEILING TILES. DRAWINGS FOR APPROVALS: ■ BEFORE PROCEEDING WITH WORK, THE CONTRACTOR IS TO PERFORM SYSTEM HYDRAULIC CALCULATION, SYSTEM LAYOUTS AND SUBMIT SHOP DRAWINGS FIRST TO THE AUTHORITY HAVING JURISDICTION, AND THEN TO THE ARCHITECT/ENGINEER FOR REVIEW. SUBMITTALS SHALL SHOW LOCATIONS OF PIPING, SPRINKLER HEADS, ETC., AND SHALL . INCLUDE INFORMATION ON VALVES, SPRINKLER HEADS, ALARM VALVES, ETC. AT LEAST TWO (2) SETS OF THE SHOP DRAWINGS SHALL BEAR THE APPROVAL STAMP OF THE LOCAL FIRE MARSHALL. EQUIPMENT AND MATERIALS: ALL DEVICES, EQUIPMENT AND MATERIALS SHALL BE NEW, SHALL BE IN ACCORDANCE WITH NFPA REQUIREMENTS AND SHALL BEAR FACTORY MUTUAL AND THE UNDERWRITER'S LABEL OF APPROVAL. ABOVE GROUND PIPE AND FITTINGS: PIPE ABOVE GROUND AND WITHIN THE BUILDING x 1 SHALL BE STANDARD WEIGHT, SCHEDULE 40 BLACK STEEL PIPE OR APPROVED SEAMLESS THIN WALL BLACK STEEL PIPE CONFORMING TO ASTM A53. PIPE FITTINGS SHALL BE OF A TYPE APPROVED FOR SPRINKLER SYSTEMS AND DESIGNED FOR 175 PSI WORKING PRESSURE. MALLEABLE IRON STANDARD WEIGHT FITTINGS WILL BE ACCEPTABLE IN SIZES UP TO 6". MECHANICAL PIPE COUPLINGS (ROLLED OR CUT GROOVED) MAY BE USED WHERE ALLOWED BY AUTHORITY HAVING JURISDICTION SECTIONS OF CROSS MAINS, RISERS AND FEED MAINS MAY BE SHOP WELDED. WELDED FITTINGS SHALL COMPLY. WITH ANSI STANDARD #8-16.9-1971. WELDING SHALL BE DONE IN ACCORDANCE WITH METHODS SET FORTH IN THE ANSI STANDARD B31.10-1067 AND APPLICABLE ADDENDA. INTERIOR VALVES: 2-1/2" AND LARGER SHALL BE OS AND Y, FLANGED, IBBM GATE VALVES. 2" AND SMALLER SHALL BE THREADED, BRONZE GATE VALVES. ALL VALVES DESIGNED FOR 175 PSI WWP. LISTED GROOVED OR BUTTERFLY VALVES ARE ACCEPTABLE. SPRINKLER HEADS: NEW SPRINKLER HEADS SHALL MATCH BUILDING STANDARDS. IF BUILDING STANDARD SPRINKLER HEADS ARE NO LONGER AVAILABLE, PROVIDE AS FOLLOWS; FOR FINISHED AREAS SPRINKLER HEAD SHALL BE A VIKING MICROFAST MODEL M QUICK RESPONSE PENDENT, 1/2" ORIFICE, CHROME FINISH, WITH VIKING MICROMA11C MODEL E-1 RECESSED ESCUTCHEON. FOR ALL EXPOSED UNFINISHED AREAS SPRINKLER HEAD SHALL BE A VIKING MICROFAST MODEL M QUICK RESPONSE UPRIGHT, 1/2" ORIFICE, BRASS FINISH. PROVIDE BUILDING MANAGEMENT WITH EXTRA STOCK OF NEW SPRINKLER HEADS AS REQUIRED BY NFPA 13 (1999 ED.) SECTION 3-2.9. RELIABLE AND GLOBE ARE EQUAL. PAINTING AND STENCILING: PROVIDE PAINTING AND STENCILING OF ALL EXPOSED PIPING, EQUIPMENT, ETC. INSTALLED AS PART OF THIS CONTRACT. D A ■2 0 3 ■ A 0 0 ■ ■ 7 FIRE PROTECTION GENERAL NOTES 1. ALL PIPING TO BE TESTED AT 200 PSI FOR A MINIMUM OF 2 HOURS. 2. HYDRAULIC CALCULATIONS DESIGN CRITERIA: SUPPORT AREAS: OFFICES / HALLWAYS: A. DENSITY = 0.10 GPM/SQ. FT LARGE ROOM RULE B. COVERAGE PER SPRINKLER = 225 SQ. FT C. LIGHT HAZARD 3. SPRINKLER INSTALLATIONS SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13 SPRINKLER SYSTEMS, FIRE MARSHALS OFFICE, OWNERS INSURANCE CARRIER, ALL LOCAL, STATE, FEDERAL CODES AND REGULATIONS AND ANY OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 4. ALL PERMITS REQUIRED IN CONNECTION WITH THIS SPRINKLER SYSTEM SHALL BE OBTAINED AND PAID FOR BY THE SPRINKLER CONTRACTOR. 5. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES TO AVOID DUCTWORK, LIGHTING, PIPING AND ANY BUILDING STRUCTURE , ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR CONCEALED WITHIN WALLS. 6. FIRE PROTECTION CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE BEFORE BIDDING. NO CHANGES SHALL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. 7. ALL EQUIPMENT SHALL BE UL AND FM LISTED AND LABELED. MANUFACTURER SHALL BE EQUAL TO GRINNEL, VIKING. 8. BRANCH LINES PIPING TO BE SCHEDULE 40 BLACK STEEL PIPE JOINED WITH THREADED OUTLET FITTINGS. 9. ALL SPRINKLER DROPS TO BE 1" SCHEDULE 40 WITH 1" X 1/2" THREADED REDUCER. 10. HANGERS TO BE SIZED AND SPACED IN ACCORDANCE WITH NFPA 13. 11. PROJECT SPECIFICATIONS TAKE PRECEDENT OVER PLANS. 12. APPROVAL FROM OWNERS INSURANCE CARRIER IS CONTRACTOR RESPONSIBILITY. 13. CONTRACTOR TO BASE ALL CALCULATIONS UPON CURRENT FLOW TEST SUPPLIED BY FIRE SPRINKLER CONTRACTOR. 14. ALL SPRINKLER HEADS TO BE OF THE QUICK RESPONSE TYPE INSTALLED IN FULL ACCORDANCE WITH MANUFACTURERS GUIDELINES (REFER TO FIRE SPRINKLER LEGEND). 15. ALL SPRINKLER HEADS IN MECHANICAL/ELECTRICAL ROOMS TO BE STANDARD RESPONSE, 2127. 16. THESE PLANS ARE CONCEPTUAL IN NATURE PER FLORIDA STATUTE 61G15-30. 11 ■ FIRE SPRINKLER LEGEND SYMBOL QTY. DESCRIPTION ` R O EXISTING SPRINKLER HEAD (WET SYSTEM) TO BE RELOCATED. EXTEND 1"0 SUPPLY TO NEW SPRINKLER HEAD LOCATION. E EXISTING SEMI -RECESSED PENDANT SPRINKLER HEAD TO REMAIN. 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I j j i .,t E , 3 3 I R.............................................I......................... .:..................................................................:...........................................................mm?. ................................................ �............................ > Al FIRE PROTECTION REN VC ■ T-W 1 ■ ■ ,I lJq < i r „ � •t I I I�� i�I, ''4i J ................................ ..................... ._.. r.. ..........._,....Ei .................... .....................< _W...w,..._..; , A < E 'ATION / PHASING PLAN - 18T LEVEL - PH*�SE 2 i 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1666 ; FAX 407.246.1664 http://www.peifle.com E—Mail to: pei®peifla.com JOB #: 05166 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. ■ DEMOLITION PLAN ALIH- 1/411=-11-011 [a GENERAL NOTES ,k KMovE ALL DOORS ��NAT F'ROJECT AA RETAIN ANP COORPINATE WITH STOION RAMSKI COMPANY a REMOVE ALL EXISTING FLOM ANP WALL FINISHES. PREP TO RECFK NEW INTERIOB DESIGN • P L A N N I N 6 XHEPULEI) FINISH LINLE56 OTHERWISE NOTED 407 898-6570 407 898.5519 FAx 1235 MOUNT VERNON ST. ORLANDO, FL 32803 FL LICENSE #IB-0001 127 lk� LEGEND GENERAL NOTES ' EXISTING CONSTRUCTION TO REMAIN A, CLEAN ALL EXISTING SURFACES To REMAIN To APPEAR IN NEW CONDITION NEW DRYWALL PARTITION. (1) LAYER OF 50GYP6UM KFYNOTES RAMSKI Q COMPANY WALL50AW ON EACH SIDE OF 20 ga. METAL STUDS AT IV ol. HATCHED AREA DENOTES LIMITS OF ACCESSIBLE TRANSACTION COUNTER AT INTERIOR DESIGN 9 P L A N N I N G o LAI C C' I Y� I J __----- IT I EENT ROOM .... ........................ ..... ........................ ..... ......... ...... {.............. ...... ........................ _.... **** * ... . ... . .... ..... 1 _..1. ..... ..................... ,.. ..... .. 3'-0' AFF. 02. INSTALL NEW NURSE STATION AS SHOWN 407 898.6570 03. LOCATION FOR NEW FINISHED WOOD PILASTERS 407 898.55-19 FAX 04. INSTALL 2'GI DRYWALL MW OUT THIS LOCATION 05. Mp METAL PORTIONS OF WATER CLOSET TO RECEIVE ELECTROSTATIC PAINT 1235 MOUNT VERNON ST. ' 06. NEW PLASTIC LAMINATE SASE GA51NET AND UPPER CA51NE15 WITH SOLID ORLANDO, FIL 32803 SURFACE COUNTER AND SPLASHH 01. INSTALL NEW PLUG MOLD AS SHOUR MATCH HEIGHT WITH EXISTING FL LICENSE #IB-0001127 08. NEW PLASTIC LAMINATE CLAD 36'h 5A5E CA5INET WITH CA51N ET DOORS AND GROUNDED DUPLEX WALL RECEPTACLE MOUNTED AT 18' M. ADJU5TAIBLE SHELF WITH BACK5PLASH. MATCH EXISTING LAMINATE REMOVE AND REINSTALL ANCHOR PAD UNIT LOCATED ON CHART RACK 90 AFF. UNLESS OTHERUISED NOTED (UDI� DEGREES SO THAT USER FACES DOOR GRMPEP DUPLEX WALL RECEPTACLE MOUNTED AT 18' 10, ALL ELECTRICAL / DATA OCCURRING WITHIN NURSE STATIONS SHALL 5E A50YE AFF. UNLESS OTHERWISED NOTED (UAN) CONNECTED TO COUNTER AT 36' A.F.F. ; EMERGENCY CIRCUIT 11. NEW PLASTIC LAMINATE COUNTER AND SPLASH 9 42' AF.1=. 8' RADIUS CORNERS GROUNDED DUPLEX WALL RECEPTACLE ON DEDICATED 1z. AS AWN INSTALL DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT AND EMPTY CONDUIT IN CIRCUIT. MOUNTED AT 18' UNLESS OTHERUISED NOTED lUaON� DRYWALL 5MIT GROUNDED OUADPLEX WALL RECEPTACLE MOUNTED At 18' 13, REPLACE EXISTING CU5ICLE CURTAINS WITH NEW (CC-1) AND INSTALLED LITERATURE STORAGE UNIT. ALLEN AFF. (U.ON) 14. CONTRACTOR FURNISHED DISPLAY,'MR-48-20-LO t O IR-48-10-LO FOR A TOTAL OF 30 SLOTS 4t GROUNDED OUADPLEX WALL RECEPTACLE MOUNTED AT 18' wac3552313). coosvINATE LOCATION WITH OWNER AFF, (UDN) Co"CTEI) TO EME ENCY CIRCUIT DOOR SCHEDULE - A TELEPHONE WALL RECEPTACLE MOUNTED AT lb' AFF, (U Om : NOTE: 1' PIA CONDUIT WITH PULL. STRING TERMINATE]) To JUNCTION AGCEPTASLE DOOR MANUFACTURERS INCLUDE: MARIELD, ALGOMA 4 T SOX MOUNTS® AT 18' AFF. (U ON) MONAUIK. ALL WOOD DOORS SHALL 5E PLAIN SLICED MAPLE GRADE A CLEAR FINISH. ALL DOORS MALL 5E FACTORY FINISHED. ALL POU5LE SLUSH MOUNTED CLOCK OUTLET DOORS MALL 5E 500K MATCHED. 5U5MIT SAMPLES FOR APPROVAL. 14AWWAW FINISH SHALL 5E HOSPITAL STANDARD. ALL NEW DOORS FaF. RECEDED WALL MOUNTED SIRE EXTINGUISHER 50X MATC14 RATING OP DOOR TO 5E REPLACED NT WALL MOUNTED INT M NEW 4'-0' x 6'-B' SOLID COIF 5 PLY FLUSH WOOD DOOR WITH GLASS LITE TO f MATCH EXISTING. SET IN EXISTING METAL FRAME. INSTALL 1-1/2x 1-1/2' 01 — ,J RECESSED JUNCTION SOX BRUSHED STAINLESS STEEL CORNER GUARD TO 3'-0' A.FF. AT HINGE SIDE OF POOR NC NUDE CALL RECEPTAGLE r SO 5 Y SLUSH WOOD POOR WITH 6' x 36' CLEAR - O NEW 3 0 x 6 8 LID CORE PL I LOCATION FOR CORNER GUARD TO 48' AFF_ SEE GLASS LITE, LEVER TYPE LATCHSET AND CLOSER SET IN EXISTING METAL FRAME cCG I ! SPECIFICATIONS SHEET ID-%1 NEW 3 -0 x 0-8' SOLID CORE 5 PLY FLUSH WOOD DOOR WITH 6 x 36 CLEAR / c - - 48' LONG WALL MOUNTED PLM MOLD WITH GROUNDED GLASS LITE, LEVER TYPE LOGKSEt AND CLOSER. SET IN EXISTING METAL FRAME STOR�C�� I N 1 100� DUPLEX OUTLET� INTERRUPTER � NEW 4'-0' x 6'-8' SOLID CORE 5 PLY FLUSH WOOD pooR WITH L T (, �I AND CLOSER. SET IN EXISTING METAL FRAME IO�) NURSE MR — -- 1 02 ® N CC� 6 N °I 1 05 4 rQ Q44 44 1 14 � O 04 1003 Q I I OS J I NOUR15HMENT 4 CLEAN UTILITY I I ® I� Q MEDICATION N -� 1� C — — 44 I PATIENT ROOM 44 m r - 1 1010LV_ J ho 44 -- ,�, I 2'-W ' b q 1I1501LEE) UTILITY 0 1009 I loll. cc I —_ �>�� _N I— N E)IGTATI NJ► I J=1 44 IOOS O1 q 60 1011 - b R 09 INT q I CG td TY['. — ti t— ® NEW PAIR OF 3'-6' x 6'-8' SOLID GORE 5 PLY FLUSH WOOD DOM WIT14 mi CLOSERS. SET IN EXISTING METAL FRAME. INSTALL 1-1/2' x 1-1/2' BRUSHED STAINLESS STEEL CORNER GUARD TO Y-0' AFF. AT HINGE SIDE OF DOOR 44 NEW 3'-0' x 6'-8' SOLID GORE 5 PLY FLUSH WOOD DOOR WITH GLASS LITE TO MATCH EXISTING WITH LOCMT AND CLOSER SET IN EXISTING METAL FRAME FIRE HOSE / EMING. 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I 03 � I anent I I� I �- I �� i i I C I I atlent I N N N P N N N �� ,,R �� m N N N P N N� ��V NON N N �- I I N I I N- I I FA N N I chart; I I I 10 �� I chart., l--------- -�---- -- --�-- 1- TYP- - L - - - - �- -- - 80 ------------------=------------------� �_------- - 211. ❑ - - O2 OI zi'' UA 03 03 8 / Ip-8.1 TYP. TYP. ------ R 40 R/ R 50 n R 40 I R 1 K 40/ — — PATIENT R OM O O OO OO OO / O O l PATIE- NT ROOM 102109 RENOVATION / ELECTRICAL FLOORPLAN AlIN F- 1 /a 13. TYP- i 2 0 Froject lea_: 0413 pate: 08.10.04 5ca le: AS 5HOWN Bevis ions: [)ravine Title: RENOVATION FLOORPLAN / ELECTRICAL FLOORPLAN 51-FEET 03 of 0F 8 5NF-frETS, i LEGEND 10 1 E3REAK R00M �.... .� 2 U �1�0 P-TIENT R M 4,/,N� C n o n n 1~IIt CLC: 04 .� �N NN UR NN 02 L i I� TYP. .......................................................................................`............ 5M r��pq>N F;/H 1 I)=IN I fCUVI I 1020 1�21 ................. ... ............................ .� .......... ........... ......... ........... ......... ___......... ...... ........................................... REFLECTED CEILING PLAN SCALE: 1 /4"= V-0" HOSPITAL STANDARD AIR DIFFUSER HOSPITAL STANDARD AIR WTUfN O H09PITAl. STANDARD FIRE SPRMKI.ER NEW ACOUSTICAL CEILING TILE AND GRID. HOSPITAL STANDARD NEW UNDER CA5INET CONTINUOUS FLUORWSCENT LIGHT FIXTURE 2'x2'x3/4' WITH 15/16' GRID WITH INTEGRAL SWITCH EXISTING ACOUSTICAL CEILING TILE AND GRID TO REMAIN, REPLACE ALL DAMAGED / STAINED TILE NEW DRYWALL SOFFIT ® DIRECT / INDIRECT FLUORESCENT LIG14T FIXTURE. LITHONIA / AYANTE * 2AY-G-2-32-MDR-GE51016. VERIFY VOLTAGE PRIOR TO ORDERING. LAMPS SHALL DE 3200k ® DIRECT / INDIRECT FLUORESCENT LIGHT FIXTURE. LITHONIA / AYANTE "2AY-G-2-32-55L. VERIFY YOLTAGE PRIOR TO ORDERING. LAMPS SHALL 5E 3200k SAME AS A50YE. WIRE TO FOR 24 HIR BURN 2'x4' FLUORESCENT LIGHT TROFFER WITH ACRYLLIC LENS. LAMPS SMALL 5E 3200k O V RECESSED FLUORESCENT DOWNLIGHT WITH CLEAR ALZAK REFLECTOR LITHONIA / GOTHAM SERIES AF-1-26TRT-6-AR GENERAL NOTES Q V RECE D INCANDESCENT DOWNLIGHT WITH CLEAR ALZAK REFLECTOR AND FROSTED GLASS TRIM. COOPER LIGHTING / HALO A, CLEAN, PREP AND PAINT ALL EXISTING ITEMS TO 5E RE -USED TO APPEAR H99T-945 METROPOLITAN ICE LITE (FROSTED) NEW CONDITION - WALL MOUNTED SINGLE POLE SWITCH Vkvl- WALL MOUNTED SINGLE POLE SWITCH. TIE TO EMERGENCY CIRCUIT o-�- WALL MOUNTED DIMMER SWITCH HOSPITAL STANDARD EXIT LIGHT KEYNOTES �_F& WALL MOUNTED EMERGENCY LIGHT FIXTURE O1. DRYWALL SOFFIT AT i'-S' Ar-r-_ LOCATE CENTER OF SOFFIT USING CENTER <�> WALL MOUNTED PATIENT CALL LIGHT POINTS ON SHEET ID-2.1 022. NEW UNDER COUNTER CONTINUOUS FLUORESCENT LIGHT FIXTURE TYPICAL AL SM CEILING MOUNTED SMOKE DETECTOR PATIENT ROOMS 03. EXISTING CUBICLE CURTAIN TRACK TO REMAIN SP CEILING MOUNTED SPEAKER 04. INSTALL METAL SLOGGING FOR FUTURE CEILING MOUNTED CENTRAL STATION MONITOR CEILING MOUNTED ALERT STROBE SI W CEILING MOUNTED SIMPLEX PANEL 02 TYP, 0 R R 1 l, 2 o N �l 5 6 7 um N _ 2 R aR 2 sP 2 R R 6 )R 6 sM R 6 oR 6 oR 6 F'�' 01 ffl{ Q o [AN11I nI �� _ �I ni —niI nI �I N _�I�r1 Ci 111 f7%\ 03 TYP. NOTE: ALL NYAC AND FIRE SPRINKLERS ARE EXISTING. MINOR RELOCATI0N9 WILL 6E NECESSARY AND ARE SHOWN FIRE HOSE / EXTING. $_ RAMSKJ COMPANY INTERIOR DESIGN • P L A N N I N G 407 898.6570 407 898.55-19 FAx 1235 MOUNT VEHNON ST. ORLANDO, FL 32803 FL LICENSE #113-0001-127 r r TYP. Fro jest No_: 0413 Date: 08.1004 5ca le: AS SHOWN Revisions: 02 - TYP. OF 8 SHEETS f GENERAL NOTES A INBTAl.I. EPDXY ApNE51VE IINPER MP LOCATIONS M ALL PATIENT ROOMS 0 1 PATIENT ROM 1 1021 1 tiP. 0-01 FINISH ELOORPLAN ALL-. 1/4"_l1-011 +--++t++++t+++�+ ++++++++++++ ++t+++++++++I+ + + + t + + + t + + t + + t + + + + + + + + + + + + + + + + + + t + + + t + + + RJR + -�rD + + + + + "�+�7-tp+�� + + + + + ++++++++5li. RA3U+++++++ + .......... + + r + + t + h + �%%,�It + + + + + + + + }4/ y�G t t + t t + + + + + + + + + .... ........ + ++ h + + + + + + + + + t + + + + + +II+ 03 + + + + + + r + + + + + + +++ ++++++++�+ REF. :+ + + + + + + + + + + + + + + + + + + + + + + + +++++++fl+5REAKROOM ....... 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PATIENT R OM PAT IENT �OOM PA71 N7 ROOM PATI N7 ROOM PAENT ROOM P�tl N7 ROOM 1019 IBI!1016 1�15 � � � � 1014 I cc-1zij- ZZI F F- ��-- N KEYNOTES Ol. DASHED LINE TH15 LOCATION DENOTES LIMITS OF ACOUSTICAL WALL PANELS 02. EXISTING CAST SHALL REMAIN IN THIS AREA o3. PREP AND ELECTROSTATICALLY PAINT FXISTIN% LOCKERS (PT-2) LEGEND REFER TO SHEET ID -al FOR FINISH SPECIFICATIONS SHEET VINYL (SV-1) 'WOOD LOOK' SHEET VINYL (SV-2) 'ALMOND' .. t ++++*+-,+I SHEET VINYL M-31 'LIGHT IBLUE' SHEET VINYL (SV-4) 'DARK BLUE' SHEET VINYL (5V-5)'EGGPLANT1 FIRE HOSE / EXTING. I PATIENT ROOM — TYP RAMSKI COMPANY INTERIOR DESIGN • P L A N N I N G 407 898.6570 407 898.5519 FAx 1235 MOUNT VERNON ST. ORLANDO, FL 32803 FL LICENSE #IB-0001127 Pro,jec-t No_: 0413 F-)a te: 08.1004 Sr -a le: AS SHOWN ....................................................... Drawire Title: FINISH FLOORPLAN t GENERAL NOTES 1J 03 DI T. 09 -t T-1 T'tP. f r r £ f d Y' %S :.2.. f' f . F4, +i3+ 3 ? S ? r , i , : I. r as 7s / y f :/1 } f 7' J' f f / f y, r' ir' 1 r ll :y £ Jf 55 T f! �i ♦i d \ irV i } t I Yy r r/ /I �s U ? S is%� T JI E 2 y f :S 4 s %€ ly / j s �t ; f: l : t r I 3 i .a / 3 s t s i 2 is r :J if f } • f, ) f / k ? F f 1 \ r / ' t S i /s t 3 ''e / f / f s £ 2 i s s s • f l f ELEVATION (LD PATIENT ROOM W n A I /All A I nil L 02 ` 04 Tl"P. INDOW WALL -EAST ►\1■I�i."' =,MgI!\■[ml\\■ml=A\ma/IT/!\■ f I VlJI I"-ii i-j IvAI Ik-"'1V 1 1 1k-l1 V 1 %J SCALE: -1 /4"-1'_0" PI' PT -IA L 03 "\'� 061 I It � NURSE STATION REAR `T SCALE:1/4"=1'-0" ELEVATION (? PATIENT ROOM WINDOW WA %J SCALE: 1 /4"= T-0" 0(9 ENLARGED PARTIAL ELEVATION @ PATIENT R SCALE: 1 /2"= V-0" V-/-/ LL - SOUTH OOM WINDOW WALL -EAST rTYp,-4` '- 04 K/ I TYP. t=1NISH CSILIWS '-10' APP. 0-E NISH FLOOR 6 PATIENT ROOM WALL - NORTH SCALE: 1/411-11-011 ENLARGED PARTIAL ELEVATION (a) STAINLESS STEEL CORNER GUARD 8 SCALE: 1 "=T-0" FINISH CEILING AFr-. FINISH CEILING APF. 0� b_IriNISH FLOOR 41°!NI€�H CEILIN1a l� � -10 AP.3=, FINISH FLOOR FINISH CEILIWa FINISH CEILINs V -6' AFR N16H FLU *FINISH CEILING PINISH FLOOR A. REFER TO COVER PAGE FOR MILLWORK SPECIFICATIONS I P,AMSK-1 COMPANY INFERIOR DESIGN o P L A N N I N G �5 407 8aa.�� I9 FAX EYN TES K � � F O1. EXISTING PATIENT CALL LIGHT TO REMAIN. RELOCATE TO FACE OF NEW I I � R_ANDO F_ �3_�3a3 , MOSAIC TILE PANEL _ F L LICENSE # I B o001127 02. RELOCATE EXISTING WALL MOUNTED TELEPHONE TO FACE OF NEW WOOD PILASTER 03, OWNER PROVIDE® AND INSTALLED VERTICAL BLIMPS 04. STAINLE55 STEEL DOOR CORNER PR®TECTOR 05, WOOD HANDRAIL MOUNTEP ON SATIN STAINLE55 STEEL SUPPORT5. INSTALL BLOCKNG AND SECURE AS RMIRED 06. INSTALL PR06TEP DECAL ON ALL PATIENT ROOM SIDE OF ALL GLASS PANELS OCCURRNG BELOW HANDRAIL. FORl1AW SAMPLE TO INTERIOR DESIGNER FOR APPROVAL PRIOR TO INSTALLATION 01. 48'h HIGH IMPACT CORNER GUARD OS. RELOCATE EXISTING FIRE ALARM TO FACE OF NEW WOOD PILASTER ft INSTALL METAL FRAME TO MATCH EXISTING FRAME TO REMAIN, WELD IN PLACE AND GRIND / FILL ALL SEAMS SMOOTH. PAINT AS SCHEDULED 10. STAINLESS STEEL CORNER GUA 11. RELOCATE EXISTING ROOM 1 58UK MONITOR TO THIS LOCATION 12, PLASTIC LAMINATE CLAD BOX/BOX�ILE BASE PEDESTAL WITH FULL EXTENSION HEAVY DUTY METAL SLIDES AND 4' BAD ALUMINUM WIRE PULLS 13. 4'w PATIENT CHART STORAGE 14. PLASTIC LAMINATE CLAD FILE / FILE BASE PEDESTAL WITH FULL EXTENSION HEAVY DUTY METAL SLIDE$ AND 4' 13RJWED ALLIMINLIM WIRE PULLS 15. 1/4' j3RMEp ALUMINUM INLAY. FACE OF INLAY SHALL BE 1/16' ABOVE FACE OF ADJACENT PLASTIC LAMINATE Project No.: 0413 pate: 08.1004 5ca In- AS SHOWN Revisions: 02 .-AI /7%7 FI EVATION @-) NOURISHMENT 1004 SCALE: 3/8II = I -0 II ELEVATION @ A SOILED UTILITY 1009 �T SCALE_- 3/811=11-011 C ELEVATION C� TYPICAL PATIENT ROOM SCALE: 3/811=11-011 CEILING aFF. I I K/ I ELEVATION c� 2 CLEAN UTILITY 1005 SCALE: 3/8II I =1 -0II �-13 FI IEVATION cr 5 DOCTOR'S DICTATION 1011 SCALE: 3/8II —_ I1 -0II 0, y' F.F. �H FL®oR IF FI F_VATION @ - INTERIOR WALL 9 CLEAN UT L ITY 1005 n u SCALF : 3/8 =1I-0 3'-0' IC In r- N ISH AC=EL ING '-®N AFR 04 _0-tNIBH FLOOR ELEVATION @ 3 SOILED UTILITY 1000 SCALE: 3/8II = I -0 II ELEVATION cc /r/^�'\ DOCTOR IS DICTATION 1011 1r/ II I II SCALE: 3/8 = 1-Q AILING tFF. FINISH CEILING/ ♦ i++ 04 ' SHELF HEIGHT r u0+< cr-X NYER _ Ar-F. r / \I I/ \I 16 v--� 4-" , �INISl4L{� 01SY- I ELEVATION a, 7 TYPICAL PATIENT R I SCALE: 3/8II =1-QII OOM GENERAL NOTES Av KMOVE, STORE AND REINSTALL ALL EXISTING DISPENSERS AND EQUIPMENT PER HOSPITAL REPSESENTATIVE RAMSKJ COMPANY Y INTERIOR DESIGN . I' L A N N I N U 407 898.6570 407 898.55-19 FAX 1235 MOUNT VLHNON ST. ORLANDO, FI 32803 FL LICENSE #IB-0001127 KEYNOTES Ol, EXISTING PLASTIC LAMINATE CA13 NETRY TO REMAIN 02. REMOVE EXISTIWG AND INSTALL NEW PLASTIC LAMINATE COUNTER TOP AND SPLASH 03. REMOVE EXISTINC3 CAMINET DOOR TO HOUSE OWNER PROVIDED AND INSTALLED MICROWAVE 04. NEW 46'h COR4ER GUAW AS SCHEDULED - II 05, SECURE I' x 4' WOOD 130AW WITH METAL HOOKS TO PARTITION AS SHM INIBM CEILING PAINT TO MATCH WALL ::::.:::....... '-0s AFR Ob. INSTALL FIDERraLA55 REINFORCED PA.NEL5 A5 5HOWN TO MATCH WALL ♦i♦++++rT,++ +'iTt`++t+.+ Off, PREP, SAND AND FILL EXI5TING WATER CL05EET TO REMAIN AS NECESSARY TO RECEIVE NEW ELECTR05TATIC PAINT. MATCH (PT -IA) OS, NEW PLASTIC LAMINATE CA13NET WITH APJU5TAf3LE %fLVE5. MATCH LAMINATE �L=t WITH EX15TING RASE CADINETS f. NEW UNDER CA13 NET CONTINUOUS FLUORESCENT LIGHT FIXTURE 10. NEW OWNER PROVIDED CONTRACTOR INSTALLED FLAT SCREEN TELEVISION. COORDINATE WITH OAR 11, INSTALL. FNISHED WOOD (WD-1) C MOULDING AS SHOWN SEE DETAIL 514EET WOW IN�R ID-8.1 ----� T-10' AFF' 12. INSiAI L WISH D WAD lWD-1) TRIM AS SHOWN. SEE pKAIL SHEET Ip-.1 Il RELOCATED EXI6TIN3 X-RAY VIEW 13OX 14. NEW DUPLEX WCEPTACLE 15. NEW ELECTRICAL PLUG MOLD Nlw FLU lb. NEW PLASTIG LAMINATE I3A5E CABINET AND SOLID SUWAGE COUNTER TOP WITH �� TRA5H 13IN AND FLIP TOP 11. REMOVE EXISTING CABINET POOR5 AND INSTALL PLASTIC LAMINATE (MATCH EXISTING) PANEL EXTERIOR WALL 18. NEW PLASTIC LAMINATE CLAD (MATCH EXISTIWs) OVERHEAD CABINETS WITH ADJUSTABLE SHELF AND 4' BIB WED ALUMINUM WIRE PULLS i95 Fro:ject No,: 041-3 Date: 08J004 aca le: A5 5HOWN ...................................................................................................................................... . .................. ....,,..w....._---------------------------------------------- ...................................... .......................................... -- ............... . ... -- .......................................... ...................................................................................................................................... _..._............................................................................._................... ................. Drawing Title: INTERIOR ELEVATIONS OF 8 3HF-ET5 48ISH CEILING HT. '-10' APP. 4LKHEAP `r 1'-15" Ad-)-. DETAIL @ DRYWALL BULKHEAD SCALE: 1-1 /?°=11-0" y/u Ivy D ETAI I_ @0 CONFERENCE TABLE SCALE: 1-1 /? =1 -0 rl D ETAI L (q-) NURSE STATION SCALE: 1-11211=11-011 FINISH CEILIW-v HT. N 3ULKJ-MAP Y P11l%w DETAIL @ 2 DRYWALL SOFFIT SCALE: 1-1/2II -1I-0II UC I AIL KV 5 NURSE STATION / WHEELCHAIR STORAGE SCALE: 1-1 /211 =1I-0II DETAIL @ 7 NURSE STATION SCALE: 1-1/2II_ -1,-0 II WOO UCIHIL�W_ 3a WOOD PILASTER (vertical SCALE: 1-1 /2II =1I-0II /-21 D ETAI L @ 3b WOOD PILASTER (horizontal I SCALE. 1-1 /2II -1-QII GENERAL NOTES KEYNOTES 01. 3-5/8' 20ga. METAL STUDS AT 16' oc. SECURE TO STRUCTURE ABOVE AND BRACE AS WG UIRED 02. 5/8' GYPSUM WALLBOARD SECURED TO METAL STUDS AS REQUIRED 03. ACOUSTICAL. CEILING TILE AND GRID AS SCHEDULED 04. RECESSED POWER / DATA CENTER WITH FLIP -UP TOP WITH 2 GROUNDED OUTLETS,15a CIRCUIT BREAKER AND 3 CUT OUT DATA PLATE. HAFELE 082214-310 / B22 ODM 05. HEAVY DUTY BASE LEVELER 06. RECESSED ELECTRICAL / DATA OUTLET FLUSH WITH FINISH FLOOR 01. 8' 0IA. CABLE ACCESS 08. WOOD BLOCKING AS REQUIRED 00. PLASTIC LAMINATE CLAD BASE 10, SOLID SURFACE TOP WITH BUILT-UP BEVELED EDGE 11. 1-1/2' dia. BRUSHED STAINLESS STEEL LEGS AND 1' dia. HORIZONTAL SUPPORTS. INSTALL HEAVY DUTY LEVELERS AT EACH LEG 12. BRUSHED STAINLESS STEEL CORNER GUARD 13. 1' dia. BRUSHED STAINLESS STEEL BUMPER RAIL 14. 1-1/2' dia. CLEAR FINISHED MAPLE lWD-I) HANDRAIL WITH STAINLESS STEEL SUPPORT BRACKETS AND ELBOW WALL RETURNS 15. GRIND ALL EXPOSED EDGES M STAINLESS STEEL COWER GUARP5 SMOOTH AND FREE OF ALL BURS 16. PLASTIC LAMINATE CLAD REMOVABLE PANEL 11. 2' x 6' CABLE RACEWAY 18. 1/4' THICK LUMICOR TRANSLUCENT ACRYLLIC PANEL / GREEN LEAVES CUSTOM DENSITY. CONTACT SALLY BURKHARDT 800.221.1540. COORDINATE INTERIOR DESIGNER a CONTINUOUS LINEAR FLUORESCENT LIGHT FIXTURE. PROVIDE SWITCH AT REAR OF EACH NURSE STATION. LIGHT FIXTURE: BIRCHWOOD LIGHTING: WPT5LP-T5-4-HRW CONTACT THOMAS LANDRETH 401b82b255 20. 3/4' VENEER NO-1) CLAD MDF PANEL 21. 1/2' x 1/2' FULL HEIGHT BRUSHED STAINLESS STEEL CORNER GUARD 22. INTERIOR OF LIGHT BOX SHALL BE CLAD IN WRITE MELAMINE 23. 1/8' STEEL ANGLE PLATE WITH GUSSET BEHIND EACH HANDRAIL MOUNTING ARM. SECURE AS REQUIRED W BM 324 7/8X57/8 DROP 4 3/16 PROD. 4 ,M6 PROFILE Cap m CROWN MOULDING SCALE: 6 = l -0 L, W►3M 567 ' 11/I6 X I PROFILE (ab M2 WOOD TRIM SCALE: 611=11-011 TAMSIU COMPANY INTERIOR DESIGN • P L A N N I N G 407 898.6570 407 898.55-19 Fes: 1235 MOUNT VERNON ST. ORL ANDO, F►_ 32803 FL LICENSE #I13-0001127 Project No.. 0413 pate: 05.10.04 Sca Is: AS SHOWN fRev i s ions: .......... ................._...._. : FINISHES &ABBREVIATIONS ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISHED FLOOR CG CORNER GUARD CPT CARPET CONC CONCRETE DRW DRYWALL ETR EXISTING TO REMAIN GT GROUT Gm GYPSUM WALL BOARD NIC NOT IN CONTRACT PL PLASTIC LAMINATE PT PAINT PTL PORCELAIN TILE OT QUARRY TILE Fa__ RUBBER FLOORING Sp SPECIALTY PAINT 55M SOLID SUWACING MATERIAL SIT STONE TBS TO BE SPECKED T TILE THE TO MATCH EXISTING UON UNLE65 OTHERWISE NOTED YCT VINYL COMPOSITION TILE WD WOOD PRODUCT REPRESENTATIVES AR15TRON65 REPRESENTATIVE: CLYDE PENNING PHONE: 8112161816 %-8161 BENJAMN MOORS REPRESENTATIVE: ANNA LEHMON PHONE: 80016 3658 1316AllA REPRE5ENTATIVE: ANDY SHODIS PHONE: 401.292.0441 REPRESENTATIVE: CHERYL BROWN PHONE- 800.621.4006 41419 CC"AN REPRESENTATIVE: PUNEY LaROSE PHONE: 321218.6283 fiR'IICA REPRESENTATIVE: LAURA CL.AR K PHONE: 618.2201 in REPRESENTATIVE: J5 HOWELL PHONE: .222 6 JOHNSONITE REPRESENTATIVE- KEN ELKINS PHONE: 401349.1003 MANNIITON REPRESENTATIVE- GLEN KING PHONE; 121 135 9616 NOVAWALL REPRESENTATIVE: JERRY MARTIN PHONE: W0334.4211 5EAiOOK REPRESENTATIVE: CHERYL BROWN PHONE: 800b214006 0-i419 TOLL REPRESENTATIVE: DAWN R05E SLNDLAND PHONE: 964.2021311 1 t e r i a Pi i 5 OI l W a 1 1 5 and W a i n s c o t s Floors Base North East South UJcJSt Ce i I in 5 Base 1=finish Finish Base Finish Fjni5h Baste finish Finish Baste Finish Finish Base Finish Finish Base Finish 1=ini5h BaS� Finish Finish ceiIin� Rm I�escri tion Mat 'I Mat 'I Code Mat 'I Mat 'I Cade Mat 'I Mat 'I ,ode Mat 'I Mat 'I Code Mat 'i Mat 'I Godo at 'I Mai 'I Gods Mat 'l Mat 'I Gode Nei hL Notes PAINT ALL HOLLOW METAL DOOR FRAMES (PT-25). 1001-5TORAGE CONC SV SV-3 DRW RUB 5-2 DRW PT PT-3A DRW PT PT-3A DRW PT PT-3A DRUJ PT PT-3A ACT ,ACT ETR 5'-O' PANT DOOR FRAMS (PT-35) ON ROOM SIDE ONLY. 1002-NURSE MGR. GONG CPT ETR DRW RUB ETR DRW PT PT-3A DRW PT PT-3A DRW PT PT-3A DW PT PT-3A ACT ACT EEtR 0'-0' 'ANT DOOR 5 (PT-313) ONROOM SIDE ONLY. PT-3,A ACT ,ACT ETR 5'-O' PAINT DOOR 11"ES (Pi-35) ON ROCM SIDE ONLY. 1003-J,ANiTOR - OU 15H M N 10044 N R CONC SV SV-3 DRW SY 5V-3 DRW PT PT-3A DRW PT PT-3A DRW PT PT-3A DRUJ PT PT-3A PT-3,A ACT ACT ETR 5'-O' NEW PLASTIC LAMINATE COUNTERTOP SHALL lPl--4) PAINT �S (P�'-) ®N SIDE Y CON C S Y SV-3 DRW RUB 5-2 DRW PT PT-3A DRW PT PT-3A DRW PT PT-3A DRiVU PT ACT ACT ETR 8'-0' NEW PLASTIC LAMINATE COUNTERTOP SNAIL BE (FL-4). PAINT DOOR FRAMES (PT-35) ON ROOM SIDE ONLY 1005-CLEAN UTILiT CONC SV SV-3 DRW RUB B-2 DRW PT PT-3A DR�J PT PT-3A DRW PT PT-3A DRIU PT ETR ACT ACT ETR a'-0' PANT S ( -35) ROOM SIDE ONLY. 1009,-B AK ROOMCONC YCT ETR DRW RUB ETR DRW PT ETR DRW PT ETR DRW PT ETR; PR�U PT ACT ETR 5'-0' PANT DOOR FRAMES (PT-35) ON ROOM SIDE ONLY. 1001-RESTROOM CONIC VCT ETR DRW RU15 ETR DRLU PT ETR DRW PT ETR DRW PT ETR: DRW PT ETR ACT ACT ACT ETR 5'=0' NEW PLASTIC LAMINATE COUNTERTOP SHALL BE (PL=4). PAINT FRAMES (PT-35) ON SIDE ONLY 1006-LA5 CONC SY SV-3 DRW RUB B-2 D RW PT PT-3,4 DRW PT PT-3A DRW PT PT=3A DRW PT PT=3,� CONC SY SV-3 DRW RUB 5-2 DRW PT PT-3A DRW PT PT-3A DRW PT PT-3A DRW PT PT-3A ACT ,A CT ETR 6'=0' PLASTIC LAMINATE GOUNTERiOP SHALL BE lPl-4). PAINT 5 (PT-35) ON DOOM SIDE My 100'3-60ILED UTIL. 1010-MEDICATION CONC 5V 5V-3 DRW RUB 5-2 DRW PT PT-3A DRW PT PT-3A DRW PT PT-3A ®1 1 PT PT-3A ACT ACT ETR 8'�0' PLASTIC LAMINATE COUNTERTOP SHALL (FL-4). PAINT DOOR DAMES (PT-3B) ON ROOM SIDE ONLY SV-3 DRW RUB 5-1 DRW PT FT -IA DRW PT FT -IA DRW PT PT -IA DRW PT PT -IA ACT ACT ACT-1 5'-0' 1 PLASTIC LAMINATE TERIOP SILL (1�L-1). INSTALL TiCAL WALL PAN TS AS OHM 0N ELEVATIONS 1011-DICTATION CONG SV ACT ACT ACT-1 VAR ELEVATIONS SHEET ID=ba 1012-NUR5E STATION CONC SV V-2,-3 -4,-5 DRW DRW RUB B-1 DRW PT PT -IA DRW PT PT -IA DRW PT PT -IA D�U WC UJC-I ACT ACT ACT-2 ACT-2 5'-0' 5'=O' INSTALL WALLCOVERNG WRPER (WC-2) AT EACH WALL WiTH FIND WOOD CROWN MOULDING AW TRiM. FLASH COME VINYL FLOORING, PLASTIC LAMINATE SM&L BE (PL-1) AND COUNTERTOPS SHALL BE (S`3 -1) INSTALL WALLCOVERNG >ER (WC-2) AT EACH WALL WITH FINISHED WOOD CROWN MOULDING AND TRIM. FLASH COVE VINYL FLOORING. PLASTIC LAMINATE SHALL BE (FL-1) AND COUNTERTOPS MAIL BE 1013-PATIENT ROOM CONC CONC 5V SY SY-1 S - V 1 DRW DRW SV 5Y SV-1 SV-1 DRW DRW PT Pt FT -IA PT -IA DRW DRW PT PT PT -IA PT -IA DRW DRW PT PT PT -IA PT-2,A DRU DRIU PT PT PT--2A PT -IA ACT ACT 1014-PATIENT ROOM PT-1.-4 PT -IA ACT ACT ACT ACT ACT-2 ACT-2 5'-0' 5'-0' INSTALL WALLCOYERING R (WC-2) AT EACH WAIL WITH FINISH WOOD CROW MOULDING TRIM. FLASH COVE VINYL FLOORING. PLASTIC LAMINATE SHALL BE (PL-1) AND COUNNTERTOPS Sk4ALL BE (W=1) INSTALL WALLCOVERNG R (WC-2) AT EACH WALL WiTH FINISHED WOOD CROW MOU1+-®NG AND TRIM. FLASH COVE VINYL FLOORNG. PLASTIC LAMINATE SNAIL BE (FL-1) AND COUNTERTOPS SHALL BE (SSM-1) ROOM 1015-PATIENT R 101rv-PATIENT ROOM CONC CONC SV SV - SV 1 SY-1 DRW DRW SY SV SV-1 SV-1 DRUU DRW PT PT FT -IA PT -IA DRW DRW PT PT Pt -IA FT -IA DRW DRW PT PT PT=2A PT-2A DRI�J DRW PT PT PRUJ PT PT -IA ACT ACT ACT-2 5'-0' WOOD CROWN MOULDING D TRIM- INSTALL WALLCOVERING 50RPER (WC-2) AT EACH WALL WITH FNI AN FLASH COVE VINYL FLOORNG. PLASTIC LAMINATE SMALL M (PL-1) AND COUNTERTOPS MALL BE (65M-1) 1011-PATIENT ROOM CONC 5Y SY-1 DRW SY 5V-1 DRW PT PT-lA DRW PT PT-lA DRW PT PT-2A ACT ACT-2 5'=0' INSTALL WALLCOVERNG R (WC-2) AT EACH WALL WITH FINI�IED WOOD CROWN MOULDING AND TRIM. FLASH COVE VNYL FLOORING. PLASTIC LAMINATE SHALL BE (FL-1) AND COUNTERTOP5 6HALL BE (W-1) N5TALL WALLCOVERiNG R (WC-2) AT EACH WALL WiTH FINISHED WOOD CROWN MG LDNG AND TRIM. COVE VINYL FLOORNG. PLASTIC LAMINATE SHALL BE (PL-U AND COUNTERTOPS i MALL BE (55M-1) 1010-PATIENT ROOM CONC SV - SY i DRW S V SV-1 DRW PT PT-2A DRW PT PT -IA DRW PT PT -IA DR>1J PT PT -IA ACT DRW PT PT -IA DRW FLASH PT PT -IA ACT ACT ACT-2 a'-0' 10113-PATIENT ROOM CONC 5V _ 5Y 1 DRW SV - SY 1 DRW fi t PT-2A ORI� Pt FT -IA DRW DRW DRW DRW Pt PT PT PT PT -IA PT -IA PT -IA PT -IA DRW DRUJ DRW ®RW PT P T PT PT FT -IA PT-2A PT-2 °• PT -IA ACT ACT ACT ACT ACT ACT ACT ACT ACT-2 ACT-2 FA(T-2 ,ACT-2 5'-0" 5'-0' 5'-0' a'-0' INSTALL WALLCOYERING R (WC-2) AT EACH WALL WITH FINISHED WOOD CROWN MOl '.D�JG AND TRIM. FLASH COVE VINYL FLOORING. PLASTIC LAMINATE SHALL BE (PL-U AND COUNTERTOPS 64ALL BE (W-U INSTALL WALLCOVERING R (WC-2) AT EACH WALL WITH FINID WOOD CIN M� =®NG AND TRIM. FLASH COVE VINYL FLOORING. PLASTIC LAMNATE SMALL DE (PL-1) AND COUNTERTOPS 0MALL DE (55t°1-1) INSTALL WALLCOYERNG R (WC-2) AT EACH WALL WITH FINISHED WOOD CROWN MOULPI G AND TRIM. FLASH COVE VNYL FLOORNG. PLASTIC LAMINATE SHALL BE (PL-1) AND COUNTERTOPS SHALL BE (SSM-1) INSTALL WALLCOYERNG R (WC-2) AT EACH WALL WITH FINISHED WOOD CFf0�1�J MCt�I®LNG AND TRIM. FLASH COVE VINYL FLOORNG PLASTIC LAMINATE SHALL BE (PL-U AND COUNTERTOPS SHALL BE (55111-1) INSTALL WALLCOVERiNG R (WC-2) AT EACH WAIL WiTH FINISHED WOOD Cia�lN�l MOULDING AND TRIM. COVE VM FL C LAMNATM SHALL SE (PL-U AND COUNTERTMSHALL IX ( d) 1020-PATIENT RO O ONC GONG CONC CONIC 5V 5Y SV 5Y - SY 1 SV-1 SV-1 SV-1 DRW DRW DRW DRW 5Y 5Y SV SV SV-1 SV-1 SV-1 SV-1 DRW DRW DRW DRW PT PT PT PT PT-2A FT -IA FT -IA PT-1A DRW DRW DRW DRW PT PT PT PT FT -IA FT -IA PT -IA PT-2A 1021-PATIENT ROOM 1022-PATIENT R® 1023-PATIENT ROO ACT ACT ACT-2 5'-=�0" 1024-PATIENT ROO CONC SV - SY 1 DRW 5Y SV-1 DRW PT FT -IA DRW PT PT-2A DRW PT PT -IA DRW PT PT -IA FINISH SPECIFICATIONS ACOUFICAL CEILING TILE ACT -I MA 4 FACTURER: ARMSTRONG STYLE: CIRRUS TYPE: ANGLED TEGULAR NUMBERS 584 SIZE: 24' x 24' x 3/4' GRiP WIDTH: 15/16' ACT-2 MANUFACTURER: ARMSTRONG STYLE: CiRRUS TYPE: ANGLED TEGULAR NUMR3ER 535 SIZE: 24' x 48' x 3/4' GRID WIDTH; 15/16' ACOUSTiCAL WALL PANEL A P-i MANUFACTURER: NOVAWALL SYSTEM: STRETCH FABRIC PANEL EDGE: SQUARE EDGE THICM ESS- 1' CORE: SEMI RIGID FIBERGLASS FABRIC MANUF: GUILFORD OF MAINE FABRIC PATTERN: ZIRC.ONIA 3583 FABRIC COLOR: 080 SANDSTONE NOTES: 13UTT JOINT BETWEEN PANELS 5ME 13-1 MANUFACTURER: JOHNSONITE TYPE: VULCANIZED RUBBER COLOR: Il - CANVAS SIZE: 4' COVE B-2 MANUFACTURER-: JOHNSONITE TYRE: VULCANIZED RUBBER COLOR: 21 - MIST SIZE: 4' COVE CORNER 6UAi ID cG-1 MANUFACTURER IPC TYPE: 160 Hi IGH IMPACT COINER GUARD COLOR: ANiTQUE WHITE SIZE: 2' x 48' h GZIGL.E CURTAIN cG1 MANUFACTURER: DESIGNTEX STYLE: WATERFALL COLOR- PLUM MULTI REPEAT: V:13-1/2' 14:28' NOTES: RAILROAD FABRIC, 20' OF I/2' NYLON M514 AT TOP,12' OFF FLOOR, 20% FULLNESS, STAINLE55 GR MMETS FAiNT NOTE: SUFFIX 'A' = EGGSHELL LATEX SUFFIX 'B' = SEMIGLOSS LATEX SUFFIX 'C' = EPDXY PT -IA (LT. CREAM) MANUFACTURER: BENJAMIN MOOD TYPE: EGGSHELL LATEX ENAMEL SERIES: ECO SPEC 223 COLOR: EVENING WHITE NUMBER: OC-81 PT-2A (DK. CLAM) MANUFACTURER: BENJAMIN MOOD TYPE: EC<%%ELL LATEX ENAMEL SERIES: ECO SPEC 223 COLOR: YOSEMITE SAND NUMBER: AC-4 PT-25 (Did CREAM) MANUFACTURER: EMA11IN MOOREE TYPE: SEMI -GLOB LATEX SERIES: ECO SPEC 224 COLOR: YOSEMI TE SAND NUMBER: AC-4 PT-3A (GRAY) MANUFACTURER: 5MA11N MOOD TYPE: EL EGGSHELL LATEX ENAMEL SERIES: ECO SPEC 223 COLOR: BALBOA MIST NUMBER: OC-21 PT-315 (GRAY) MANUFACTURER: BENJAMIN MOORS TYPE: ECHELL LATEX ENAMEL SERIES: ECO SPEC 224 COLOR: 5AL50A MIST NUMBER: OC-21 PTAA (BLUE) MANUFACTURER: BENJAMIN MOORE TYPE: EGGSHELL LATEX ENAMEL SERIES: ECO SIPEC 223 COLOR: OXFORD GRAY NUMBER: 2128-40 PL,AFIC LAMiN4TE PL-1 MANUFACTURER FORMICA COLOR: SAND STONE PATTERN; 1265-58 FINISH: MATTE PL-2 MANUFACTURER: FOF411CA COLOR: BISQUE CERAMIC PATTERN: 1691-58 FINISH; MATTE rrotE: CONTRACTOR SHALL PROVIDE SAMPLES OF 6KCIFIEP FINISHES FOR APPROVAL. TO THE OFFICE OF THE INTERIOR DESIGNER PRIOR TO ORDERING. 5EE COVER PAGE FOR AflAITIGNAI. INFOIR'1ATION PLAFIC LAMINATE (cont'd) 50LID 5URFACE MATERIAL PL-3 55M-1 MANUFACTURER: FORMICA MANUFACTURER SERIES: DECO METAL COLOR: COLOR STAINLESS ALUMINUM FINISH: PATTERN: 41134 THICKN.E,%: P�-4 55M-2 MANUFACTURER. FORMICA MANUFACTURER: COLOR: DENIM CANVAS COLOR: PATTERN: 1268-58 FINISH: FINISH: MATTE THICKNCSa= SHEET VINYL TiLE SV-1 TT -I MANUFACTURER: TOL I MANUFACTURED: SERIES: MATURE WOODS TYPE: COLOR: MAPLE PLANK 112 SIZE: WIDTH: 6 FEET SHEET SiZE: THICKNESS: 0804 COLOR: NOTES: HEAT WELD (0112) ALL SEAMS AND FLASH COVE 5V-2 BALL COYERINe MANUFACTURER: MAAWNClTON SERIES: BIO SREC WC-1 COLOR: 15101 OYSTER WHITE WIDTH; 6 FEET MANUFACTURER: THICKNESS: .KINK/' PATTERN: NOTES: HEAT WELD (0415101) ALL COLOR- SEAMS NUIDER: 5V-3 WIDTH: MANUFACTURER MA.NNNGTON NOTES: SERIE5: BIO C RUC-2 COLOR; 15118 HORIZON BLUE WIDTH: 6 FEET MANUFACTURER: THICKNESS,: Deof BOOK: NOTES: HEAT WELD (MATCH CAMOLFLA E) SERIES: ALL SEAMS NUMR3ER: 5V-4 HEIGHT: NOTES: MANUFACTURER: MANNINGTON SERIES; BIO ;KC, COLOR: 15154 NEW NAVY o)la -.. WiDTH: 6 FEET . z's THICKNESS: .080' NOTES: HEAT WELD (MATCH CAMOUFLAGE) WD-1 ALL SEAMS 5V-5 SPECIES: CUT: MANUFACTURER: MANNINGTON FINISH SYSTEM: SEERiES: BIO SPEC COLOR: 15181 EGGPLANT STAN: WIDTH: 6 FEET EN: THICKNESS: .080' ETECT: NOTES: HEAT WELD (MATCH CAMO,FLA V VENEER FACE ALL SEAMS GRADE: MATCHING: CORIAN SAVANNAH MATTE 1/2' CORIAN MEDITERRANEAN MATTE I/2' BISIAllA GLASS MOSAIC 3/4' x 3/4' 12-I1/1(P' x 12-I1/I6' CUSTOM BLEND: 20-3%4 - 40% 20-24 4 - 40% 20-25 4 - 20% COMMAND INDOCHINE DENIM CMTL-6193 52/S4' SEABROOK CONTRACT BORDERS RICH IMPRESSIONIST - VOL. IV IM 221595 10-1/44 WHITE MAPLE PLAIN CONVERSION VARNISH - TR4 TRAMIPARENT - NON GRAN RAISING MATCH WOOD FLOORING NF-1) SATIN 30- OPEN PORE RAMSKJ Q COMPANY INTERIOR DESIGN P L A N N I N G 407 898.6570 407 898.5519 FAX 1235 MOUNT VF_RNON S f. ORLANDO, FL 32803 FL LICFNSF_ #113-0001127 NMI 0 urn cl LL r* La 0 NJ LL cn Lij A11110111k Project NbAr,7 ,413 pate; 08J0,04 V" :j' 5ca le; A§�4HOWN Revi5Ion5: .................................................................................................... . .... ............ ........... ............................... .... ......... ........................................... ......... ....... ... Drawiriq Title, FINISH SQU,",EDULE/ SPECIPIDb,'T'l0NS SHEET I n,' a i k ' OF 8 SHEETS ��\ � G \ � \ ' � « -.. � . \ � / \ �� �� ��. &�