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HomeMy WebLinkAbout1401 W Seminole BlvdSITE PLAN & G.I.S. LOCATOR � Ir f-- M■M DRAWING INDEX C-0 COVER SHEET ARCHITECTURAL GOO CODE SUMMARY G110 LIFE SAFETY PLAN — LEVEL 1 G120 LIFE SAFETY PLAN — LEVEL 2 AOO1 MASTER KEYNOTE LEGEND NOTES AND SYMBOL LEGEND A011 DOOR SCHEDULE AND PARTITION TYPES A012 SPECIFICATIONS A013 SPECIFICATIONS A061 TYPICAL MOUNTING HEIGHTS AND MISC DETAILS A120 FLOOR PLAN 2ND LEVEL OVERALL A121 ENLARGED DEMOLITION AND FLOOR PLAN 2ND LEVEL A601 INTERIOR ELEVATIONS AND MILLWORK SECTIONS A801 ROOM FINISH LEGEND AND NOTES MECHANICAL MO.1 MECHANICAL ABBREVIATIONS, LEGENDS AND MOTES M1.1 MECHANICAL SPECIFICATIONS M2.1 PARTIAL SECOND FLOOR ICRA PLAN M3.1 DEMOLITION PLAN SECOND FLOOR MECHANICAL M4.1 RENOVATION PLAN SECOND FLOOR MECHANCIAL M5.1 MECHANICAL DETAILS AND SCHEDULES PLUMBING PO.1 SPECIFICATIONS PLUMBING/MEDICAL GAS PO.2 LEGENDS, NOTES AND SCHEDULES PLUMBING/MEDICAL GAS P1.1 DEMOLITION PLAN SECOND FLOOR PLUMBING P2.1 RENOVATION PLAN SECOND FLOOR SANITARY WASTE P3.1 RENOVATION PLAN SECOND FLOOR DOMESTIC WATER P4.1 RENOVATION PLAN SECOND FLOOR MEDICAL GAS FIRE PROTECTION FP1.1 RENOVATION PLAN SECOND FLOOR FIRE PROTECTION ELECTRICAL EO.1 SYMBOLS, LEGENDS, SPECS, NOTES AND DETAILS — ELECTRICAL. E1.1 LOCATION PLAN SECOND FLOOR ELECTRICAL E2.1 DEMOLITION PLAN SECOND FLOOR POWER & SYSTEMS E3.1 DEMOLITION PLAN SECOND FLOOR LIGHTING E4.1 RENOVATION PLAN SECOND FLOOR -- POWER & SYSTEMS E5.1 RENOVATION PLAN SECOND FLOOR LIGHTING E6.1 PANEL SCHEDULES ELECTRICAL E7.1 EXISTING ;FORMAL POWER RISER DIAGRAM SERVICE #1 E71.2 EXISTING EMERGENCY POWER RISER DIAGRAM GENERATOR #1 SANFORD BUILDING DIVISION THESE PLANS ARE REVIEWED AND CONOtTIONALLY ACCEPTED FOR PERMIT. A ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHAH ISSUANCE OF A PERMIT PREVENT THE BUILDING DIV)SION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PIANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE COOS. W-. 2016 ALDEN ROAD ORLANDO, FL 32803 TEL 407.246.1688 FAX 407.246.1664 PE1PN 13080A tvt0A% a PERMIT # � C-0 OCTOBER 18, 2013 'jj L) WL0 a F— Adventist Health System/Sunbelt, Inc. APPLICABLE CODES AND STANDARDS: d.b.a. Florida H 0 si to I �-- Orland 0 p Florida Building Code 2010 Chapter 419 MCMTECT Chapter 11 Florida Accessibility Code for Building Construction NUNTON BRADY ARCHITECTS NFPA 101 2009 Life Safety Code W f Florida Amendments License AAC001744 Florida Administrative Code 2010 Chapter 59A-3 MECHANICAL ENGINEER State Fire Prevention Code 2010 and Current Adopted Codes and Standards by the State of Florida PENINSULA ENGINEERING, INC. Department of Community Affairs Florida Board of Building Codes and Standards License EB 0003089 Interim life Safety Measures — iSLM Accreditation Manual for Hospitals, Plant Technology, and Safety Management (1992) Underwriters Laboratories (UL) ELECTRICAL ENG IIrE Elk Fire Resistance Directory, 2003 Edition PENINSULA ENGINEERING, INC. OOGIPANM EB 0003089 F O - ) NPA - D TNQ HEALTH CAFE DRAWING INDEX C-0 COVER SHEET ARCHITECTURAL GOO CODE SUMMARY G110 LIFE SAFETY PLAN — LEVEL 1 G120 LIFE SAFETY PLAN — LEVEL 2 AOO1 MASTER KEYNOTE LEGEND NOTES AND SYMBOL LEGEND A011 DOOR SCHEDULE AND PARTITION TYPES A012 SPECIFICATIONS A013 SPECIFICATIONS A061 TYPICAL MOUNTING HEIGHTS AND MISC DETAILS A120 FLOOR PLAN 2ND LEVEL OVERALL A121 ENLARGED DEMOLITION AND FLOOR PLAN 2ND LEVEL A601 INTERIOR ELEVATIONS AND MILLWORK SECTIONS A801 ROOM FINISH LEGEND AND NOTES MECHANICAL MO.1 MECHANICAL ABBREVIATIONS, LEGENDS AND MOTES M1.1 MECHANICAL SPECIFICATIONS M2.1 PARTIAL SECOND FLOOR ICRA PLAN M3.1 DEMOLITION PLAN SECOND FLOOR MECHANICAL M4.1 RENOVATION PLAN SECOND FLOOR MECHANCIAL M5.1 MECHANICAL DETAILS AND SCHEDULES PLUMBING PO.1 SPECIFICATIONS PLUMBING/MEDICAL GAS PO.2 LEGENDS, NOTES AND SCHEDULES PLUMBING/MEDICAL GAS P1.1 DEMOLITION PLAN SECOND FLOOR PLUMBING P2.1 RENOVATION PLAN SECOND FLOOR SANITARY WASTE P3.1 RENOVATION PLAN SECOND FLOOR DOMESTIC WATER P4.1 RENOVATION PLAN SECOND FLOOR MEDICAL GAS FIRE PROTECTION FP1.1 RENOVATION PLAN SECOND FLOOR FIRE PROTECTION ELECTRICAL EO.1 SYMBOLS, LEGENDS, SPECS, NOTES AND DETAILS — ELECTRICAL. E1.1 LOCATION PLAN SECOND FLOOR ELECTRICAL E2.1 DEMOLITION PLAN SECOND FLOOR POWER & SYSTEMS E3.1 DEMOLITION PLAN SECOND FLOOR LIGHTING E4.1 RENOVATION PLAN SECOND FLOOR -- POWER & SYSTEMS E5.1 RENOVATION PLAN SECOND FLOOR LIGHTING E6.1 PANEL SCHEDULES ELECTRICAL E7.1 EXISTING ;FORMAL POWER RISER DIAGRAM SERVICE #1 E71.2 EXISTING EMERGENCY POWER RISER DIAGRAM GENERATOR #1 SANFORD BUILDING DIVISION THESE PLANS ARE REVIEWED AND CONOtTIONALLY ACCEPTED FOR PERMIT. A ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHAH ISSUANCE OF A PERMIT PREVENT THE BUILDING DIV)SION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PIANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE COOS. W-. 2016 ALDEN ROAD ORLANDO, FL 32803 TEL 407.246.1688 FAX 407.246.1664 PE1PN 13080A tvt0A% a PERMIT # � C-0 OCTOBER 18, 2013 'jj L) WL0 a F— NATIONAL FIRE PROTECTION (NFPA) : PROJECT DESCRIPTION: NFPA-01 (2006) THE FIRE PREVENTION CODE THE PROJECT SCOPE WILL CONSIST OF THE RENOVATIONOF THE EXISTING SHORT STAY SPACE. WPA-10 (1002) STANDARD FOR PORTABLE FIRE EXTINGUISHERS EXISTING NURSE STATIONS WILL BE REMOVED AND PEPL.ACED WITH A NEW NURSE STATION, AND NFPA-13 (?@02) STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS EXISTING OBSERVATION ROOMS WILL BE REMOVED AND REPLACED WITH ADDITIONAL PATIENT BAYS, ADDITIONALY, A STAFF LOUNGE WILL BE ADDED. WPA-14 (2003) STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS NFPA-15 (2001) STANDARD FOR WATER SPRAY FIXED SYSTEMS FOR FIRE PROTECTION OCCUPANCY CLASSIFICATION: WPA-11 (1002) STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS NFPA-20 (2003) STANDARD FOR INSTALLATION OF CENTRIFUGAL FIRE PUMPS MODEL CODE: FLORIDA BUILDING CODE, CHAPTER 3 NFPA-25 (1002) STANDARD FOR INSPECTION, TESTING AND MAINTENANCE OF INSTITUTIONAL, UNRESTRAINED, WITH LOCAL AMMENDMENTS. _ _ -- WATER BASED FIRE PROTECTION SYSTEMS- NFPA-31 l20011 STANDARD FOR THE INSTALLATION OF OIL BURNING NFPA: EXISTING AND NEW HEALTHCARE CHPTR.18 t 19, RESPECTIVELY EQUIPMENT NFPA 101 LIFE SAFETY CODE (2003). " `�' _ v WPA-31 (1002) INSTALLATION AND USE OF STATIONARY COMBUSTION yv ENGINES AND GAS TURBINES NFPA-45 (1004) STANDARD ON FIRE PROTECTION FOR LABORATORIES USING EXISTING CONSTRUCTION TYPE: CHEMICALS WPA-505 11999) LIQUEFIED HYDROGEN SYSTEMS AT CONSUMER SITE FBC: TYPE IB r NFPA 110: TYPE I (3,3,2) NFPA-54 (2006) NATIONAL FUEL GAS CODE WPA-10 (2008) NATIONAL ELECTRICAL CODE F NFPA-12 (2002) NATIONAL FIRE ALARM CODE NFPA-80 (1999) STANDARD FOR FIRE DOORS AND WINDOWS CONSTRUCTION SYSTEMS FIRE RESISTANCE RATINGS IN HOURS PER CONSTRUCTION TYPE c REMARKS NFPA-90A (2002) STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS EGRESS REQUIREMENTS: NFPA FBC Q NFPA-90B (2006) STANDARD FOR THE INSTALLATION OF WARM AIR HEATING MAXIMUM AREA TYPE I (332) TYPE I$ AND AIR CONDITIONING SYSTEMS OF SMOKE COMPARTMENTS: 22,500 SQUARE FEET 1. PARTY < FIRE WALLS SEE REMARKS 4 (3 hr. openings) FBC TABLE 600; NEPA 18-1.1.4.1 - NFPA-91 (1004) STANDARD FOR EXERTS SYSTEMS FOR AIR CONVEYING OF GASES, (NFPA, 18.1.43) ' ADDITIONS SHALL BE SEPARATED FROM EXISTING MISTS, AND NONCOMBUSTIBLE PARTICULATE SOLIDS ' , CONSTRUCTION NOT CONFORMING TO CHPT. IS NFPA-96 (2004) STANDARD FOR VENTILATION CONTROL AND FIRE PROTECTION BY A 2 HR. FIRE BARRIER F f OF COMMERCIAL COOKING OPERATION - - — - -v - --- - --- -. - -- - - - - - _:- - -- - -- - -- - - NFPA-99 (?005) HEALTH CARE FACILITIES EXIT CAPACITY: 02 INCHES PER PERSON PER LEVEL TRAVEL I 2. INTERIOR BEARING WALLS I FBC TABLE 600; NFPA A-6-2.1 (NFPA 18-23.2 t 19.231) 0.4 INCHES PER PERSON FOR STAiR TRAVEL t';;�y f A. w NFPA 101 (2006) LIFE SAFETY CODE Supporting more than 1 floor or other columns 1 3 3 NFPA-110 (2005) STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS Supporting I floor only f 2 2 j I NFPA-214 (2005) WATER COOLING TOWERS Supporting roof only 2 2 -- NFPA-221 (2006) STANDARD FOR HIGH CHALLENGE FIRE WALLS, FIRE WALLS AND FIRE BARRIER WALLS OCCUPANCY LOAD: 100 SF. PER PERSON FOR BUSINESS OCCUP. (DOCTOR'S OFFICES) 1 3. INTERIOR NON-BEARING WALLS NFPA-241 (2004) STANDARD FOR SAFEGUARDING CONSTRUCTION/ ALTERATIONS (NFPA 18.1.1 ! 19.1.1) 120 SF. PER PERSON FOR HEALTHCARE: SLEEPING DEPT$. Shaft enclosures (other than stair) NA 2 (15 hr openigs) FBC 105JI AND DEMOLITION OPERATIONS 240 SF. PER PERSON FOR HEALTHCARE: iNPAT. TREAT. DEPTS. Horizontal exits $ta(rwaya ! NA 2 (15 hr opanigs) FBC 105.1.2 NFPA-251 (2006) STANDARD METHODS OF TESTS OF FERE ENDURANCE OF BUILDING Exit access Corridors 0 (smoke tight) ( 0 (smoke tight) NFPA 5-13.1- ex 02,18-3.6.2,18-3.63 - Provide Smoke ' tight corridor to underside of ceiling. CONSTRUCTION AND MATERIALS Doors to be 13/4 in. solid core, self-closing by smoke WPA-252 (2003) STANDARD METHODS OF FIRE TEST OF DOOR ASSEMBLIES TRAVEL DISTANCE: 150 FT. MAX. - EXIT ACCESS ROOM DOOR TO EXiT ! detector; FBC 1041.4 NFPA-253 (2006) STANDARD METHODS OF TEST FOR CRITICAL RADIANT FLUX (NFPA 18116 ! 19116) 200 FT. MAX. - ANY POINT IN ROOM TO EXIT OF FLOOR COVERING SYSTEMS USING A RADIANT HEAT 50 FT. MAX. - ANY POINT IN SLEEPING RM. TO EXIT I Smoke Partitions 0 (smoke tight) 1 FBC 1041.22 }' ENERGY SOURCE ACCESS DOOR NFPA-255 (200(a) STANDARD METHOD OF TEST OF SURFACE BURNING 100 FT. MAX. - ANY POINT IN SUITE OF SLEEPING ROOMS TO Employee Locker Rooms NA 0 (smoke resist.) F$C 409.1.5 4 NFPA 18-31 CHARACTERISTICS OF BUILDING MATERIALS Q EXIT ACCESS DOOR OF THE SUITE cc NFPA-256 (1003) STANDARD METHODS OF FIRE TESTS OF ROOF COVERINGS 2@@ FT. MAX. ANY POINT IN SMOKE COMPARTMENT TO Storage Rooms 50 to 100 Sq. Ft. 0 (smoke resist) 0 (smoke resist.) C NFPA-151 (2000) STANDARD ON FIRE TESTS FOR WINDOW AND GLASS BLOCK ASSEMBLIES SMOKE BARRIER DOOR Storage Rooms Over 100 Sq. Ft. @ (smoke resist) 1(314 hr door) I � NFFA-103 (2006) STANDARD FOR FiRE RETARDANT. TREATED WOOD AND FIRE-RETARDANT$ailed Linen, Boiler Rms., Bulk U) COATINGS FOR BUILDING MATERIALS laundry over 100 af, Paint Shops, (-j,j NFPA-1%3 (2003) STANDARDS FOR FIRE HOSE CONNECTIONS Repair Shops, Trash collection I rooms, Laboratories with 3 a flammables or combustibles, AMERICANS WITH DISABILITIES ACT (ADA) (Less than severe). ± 1(3/4) hr. door) 1(3/4 hr door) FLORIDA BUILDING CODE 2001 CHAPTER IIIPiped oxygen tank ayppiy room 1(3/4) hr. door) 1(3/4 hr door) I Flammable gas 4 liquid storage '1 2 (151x. door) j 2 (15 hr door) AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): I 4. COLUMNS I ANSI-A11i.1 'AMERICAN NATIONAL STANDARD FOR BUILDINGS AND Supporting more than 1 floor 3 ; 3 FBC TABLE 600; NFPA A-6-21 Supporting !floor only 2 2 FACILITIES -PROVIDING ACCESSIBILITY, AND USABILITY FOR Supporting roof only 2 ? PHY$ICALLY HANDICAPPED PEOPLE° PROJECT AREA: I SECOND FLOOR 5. BEAMS, GIRDERS, TRUSSES FLORIDA ADMINISTRATIVE CODE (FAG). EX15TiNCFIRST FLOOR n,336 ASF t ARCHESCU I i 1 �-- '� rG 11 S l AIA GUIf^•>"L?NNE) f"OR DESIGN AND CONSTRUCTION OF HO$P{TAl.$ AND HEALTHCARE AREA OF RENO-Y,�TI01t 2040 GS Suppord,ng more than 1 floor or other columns � 3 Supporting ;floor onl;;! ? ? ! FACtLiTIE$ ?006 EDITION Supporting roof only ? l I Cl) O 1010 FLORIDA BUILDING CODE ExistingBuilding Chapter 1 Al+.eratiora Level ? i - -- -_ _ _ _____---- __ _ _ - ----__ - ------ --- ----------------- - -- -_ ._-----------------_ - __._..------------------------_-------------- _ i 1 2010 FLORIDA UILD{NGCODE• MECHANICAL 6 LOORJC { ING I i � 2010 FLORIDA BUILDIW5 CODE: PLUMBING CO, `9TRUCTION 2 2 Cca 2010 FLORIDA BUILDING CODE: FUEL GAS 2010 FLORIDA BUILDING CODE: TEST FROTOCAL$ 1. ROOF/CEILING 2010 FLORIDA FIRE PREVENTION CODE GONSTRUCiiON I 1 il? l INCLUDING: I FLORIDA STATUE5, CHAPTER 633 8. EXTERIOR BEARING WALLS I I I FLORIDA ADMINISTRATIVE CODE, CHAPTER 69A (0 to 3 ft. from property line) 3 (@'6 OPNGS) FLORIDA FIRE PREVENTION CODE, CHAPTER 69A-60 I (l) NFPAi, 2009, FIRE CODE, FLORIDA EDITION (over 3 ft. to 10 ft. from property line) NFPA 10-2001 edition - Standard for Portable Fire Extinguishers lover {0 ft. to 2@ ft. from property line) ! 3(20%) i I O NFPA 13-2001 edition - Standard for the Installation of Sprinkler Systema (over 20 ft. to 30 ft. from property line) � � 3(40%)Z � LL NFPA 11.2@@9 edition - Standard for Dry Chemical Extinguishing Systems (over 30 ft. from property line) 13 X) L. NFPA 12.2001 edition - National Fire Alarm Code O NFPA 101, 2009, LIFE SAFETY CODE, FLORIDA EDITIONSupporting more than 1 floor 3 I n �- O AMERICANS WITH DISABILITIES ACT, TITLE 3 Supporting I floor only 3 �-1- NATIONAL ELECTRICAL CODE, 2008 Supporting roof only 3 I Q APPLICABLE NFPA, STATE, FEDERAL AND LOCAL CODES, ORDINANCES AND REGULATIONS S. EXTERIOR NON-BEARING WALLS N DEPARTMENT OF COMMUNITY AFFAIRS - FLORIDA BUILDING COMMISSION, (@ to 3 ft. from property line) 3(0% OPNG$) CHAPTER W-12 FOR PRODUCT APPROVAL OF ALL EXTERIOR WALL COMPONENTS (over 3 ft. to I@ ft. from property line) 2(10%) WITH THE WIND SPEED CRITERIA OF 120 MPH, EXPOSURE C OR MORE STRINGENT AS (over I@ ft. to 20 ft. from property lime) 2 (20%) CURRENTLY AVAILABLE WITH PRODUCT APPROVAL (EFFECTIVE OCTOBER i, 2003). (over 10 ft. to 30 ft. from property line) I 1(40x) =14 . (over 30 ft. from property line) NONCOMBUST, (NL) UNDERWRITERS LABORATORIES INC, (UL) NV FIRE RESISTANCE DIRECTORY, JANUARY 2008 EDITION -- -- Al LIFE SAFETY CODE SUMMARY A9 FIRE PROTECTION REQUIREMENTS Hunton • . • G001 12" = 10-006 1216 = 11-009 A `i C J a 4 O O c� i on cm c C q CN O Al a. X of E 9 a a t m d r O CL .Cr O E 7 O E a N 0 I s N y.. O M W meq. C J 5 E" SLEEPING AREA INPATIENT TRATMENT i ANCILLARY AREAS OUTPATIENT AREAS AUDITORIUM 120 SF / PERSON 240 SF / PERSON 100 SF / PERSON # OF SEATS REQUIRED CAPACITY OF SC 10 DURING AN EVACUATION EVENT: ADJACENT COMPARTMENTS (INCLUDES SC -Ira) St*'OKE COMPARTMENT 8 TOTAL OCCUPANCY 80 PATIENTS 11 NON -PATIENTS 63 TOTAL SF REQUIRED SMOKE COMPARTMENTS TOTAL OCCUPANCY - - 81 PATIENTS 0 NON -PATIENTS 81 TOTAL SF REQUIRED SMOKE COMPARTMENT 10 TOTAL OCCUPANCY 34 PATIENTS 14 NON -PATIENTS 20 TOTAL SF REQUIED SMOKE COMPARTMENT TOTAL aCCUP ANCY - 28 PATIENTS 8 NON -PATIENTS 20 TOTAL 6F REQUIRED TOTAL SF REOWRED: TOTAL SF SC 10 kVA€LA5LE. ROOM6 NOT INCLUDED IN TOTAL: SOILED UTILITY" CLEAN HOLD JANITOR TOILETS ELECTRICAL ROOM-------- --- DINING / ASSEMBLY KITCHEN INDUSTRIAL AREAS WAITING / QUEUING BUSINESS / OFFICE 11 x30 SF =510 SF 63x6 SF =318 SF 888 SF 81x6SF=318 SF 318 SF 14x30 SF:420 SF 20x6SF 2120 SF 540 SF 8x30 SF =240 SF 20 x6 SF 2120 SF 360 5F 2,166 SF LIFE SAFETY PLAN - IST LEVEL 15 SF / PERSON 100 SF / PERSON 100 SF / PERSON 3 SF / PERSON (NET) 100 SF / PERSON MECH/STORAGE MAXIMUM TRAVEL DISTANCE 300 SF / PERSON TO EXIT = 200 FT. 7,637 SF FE FEC FVC LIFE SAFETY LEGEND FIRE PROTECTION - BRACKET MOUNTED FIRE EXTINGUISHER FIRE PROTECTION - FIRE EXTINGUISHER AND CABINET FIRE PROTECTION - FIRE VALVE, EXTINGUISHER AND CABINET ,•••,••"••1111 SMOKE RESISTANT PARTITION �1�'s"•1�1� 1 HOUR RATED FIRE PARTITION 2 HOUR RATED FIRE PARTITION -�•--•-�•= 1 HOUR RATED FIRE/SMOKE PARTITION 2 HOUR RATED FIRE/SMOKE RATM COULD NOT M VOMED PARTITION EXIT LIGHT CHIME/STROBE MAGNETIC DOOR HOLD PULL STATION STROBE SMOKE DETECTOR SPEAKER DOOR CLEAR EXIT WIDTH G. KEY PLAN PENINSULA ENGINEERING INC. =6 FAW at�wom AM mm FAX ."Us" raMaroam E2 CaplrW - NI idem. 48*% metbode and Ow or rvpwwftd by This *oft ow�p ad the Fqw-tyy of P Dvwoeerkg, be. and aero rraatrd, erofved and deeetnW for ea on and in cae+.drm a% ft died Propel. None of BM idea. dolga armyww* ff*Uw a or Om elm be need by or dk dead to any person. *m or corporation for any pwpoa .bateower art the wMen pamWm of Penkovic Er4neerkw$ hr - OC *2&t J W W J J za Q J W a> O H W LL Q W LL J OR�A�1 D E F G H ! i N 0 sw G110 F=D/E G=0/0.2 H=M10.4 I=G+H N=FXO.2 in. AREA NAME COMPARTMENT OCCUPANCY I AREA (SQUARE FEET) SQUARE FOOTAGE PER 1OCCUPANT1 OCCUPANT LOAD OCCUPANT EXIT CAPACITY HORIZONTAL WIDTHS HORIZONTAL CAPACITY PROVIDED (NO.OF I PEOPLE) VERTICAL (STAIR) CAPACITY PROVIDED (NO.OF PEOPLE) TOTAL EXIT CAPACITY PROVIDED (NO.OF PEOPLE) HORIZONTAL EXIT WIDTH REQUIRED (INCHES) HORIZONTAL EXIT WIDTH PROVIDED (INCHES) SC -1.1 Institutional: Inpatient treatment 16,791 SF 240 SF 70 225 0 225 14 45 SC -1.2 Institutional: Inpatient treatment 17,397 SF 1 240 SFJ 72 1105 0 1 1105 14 221 SC -1.3 lindustrial areas 1 8,502 SFj 100 SFj 851 11851 0 1 11851 171 237 SC -1.4 Storage, stock , shipping 7,644 SF 300 SF 25 680 0 680 5 136 SC -1.5 Kitchens, commercial 8,478 SF 200 SF 42 555 0 555 8 111 SC -1.6 IBusiness Areas 1 17,483 SF 1 100 SFj 1751 6551 0 1 6551 351 131 SC -1.7 Institutional: Inpatient treatment 15,080 SF 240 SF 63 0 0 0 13 0 SC -1.8 Business Areas 1 8,137 SF 100 SF 811 0 0 1 01 T6F 0 SC -1.9 Institutional: Outpatient 3,387 SF 100 SF 34 0 00 7 0 SC -1.10 Institutional: Inpatient treatment 6.802 SF 240 SF 28 790 0 790 6 158 SC -1.11 IBusiness Areas 7,530 SF 100 SFJ 751 44o—F- 1 4401 15T 88 SC -1.12 Institutional: Inpatient treatment 4,202 SF 240 SFJ 18 225 0 225 4 45 SC -1.13 Institutional: inpatient treatment 7,637 SF 240 SF 32 225 0 225 6 45 SC -1.14 Institutional: Inpatient treatment 8.298 SFJ 240 SF 35 665 0 665 7 133 1ST LEVEL 137.371 SF 836 6750 0 6750 167 1350 SLEEPING AREA INPATIENT TRATMENT i ANCILLARY AREAS OUTPATIENT AREAS AUDITORIUM 120 SF / PERSON 240 SF / PERSON 100 SF / PERSON # OF SEATS REQUIRED CAPACITY OF SC 10 DURING AN EVACUATION EVENT: ADJACENT COMPARTMENTS (INCLUDES SC -Ira) St*'OKE COMPARTMENT 8 TOTAL OCCUPANCY 80 PATIENTS 11 NON -PATIENTS 63 TOTAL SF REQUIRED SMOKE COMPARTMENTS TOTAL OCCUPANCY - - 81 PATIENTS 0 NON -PATIENTS 81 TOTAL SF REQUIRED SMOKE COMPARTMENT 10 TOTAL OCCUPANCY 34 PATIENTS 14 NON -PATIENTS 20 TOTAL SF REQUIED SMOKE COMPARTMENT TOTAL aCCUP ANCY - 28 PATIENTS 8 NON -PATIENTS 20 TOTAL 6F REQUIRED TOTAL SF REOWRED: TOTAL SF SC 10 kVA€LA5LE. ROOM6 NOT INCLUDED IN TOTAL: SOILED UTILITY" CLEAN HOLD JANITOR TOILETS ELECTRICAL ROOM-------- --- DINING / ASSEMBLY KITCHEN INDUSTRIAL AREAS WAITING / QUEUING BUSINESS / OFFICE 11 x30 SF =510 SF 63x6 SF =318 SF 888 SF 81x6SF=318 SF 318 SF 14x30 SF:420 SF 20x6SF 2120 SF 540 SF 8x30 SF =240 SF 20 x6 SF 2120 SF 360 5F 2,166 SF LIFE SAFETY PLAN - IST LEVEL 15 SF / PERSON 100 SF / PERSON 100 SF / PERSON 3 SF / PERSON (NET) 100 SF / PERSON MECH/STORAGE MAXIMUM TRAVEL DISTANCE 300 SF / PERSON TO EXIT = 200 FT. 7,637 SF FE FEC FVC LIFE SAFETY LEGEND FIRE PROTECTION - BRACKET MOUNTED FIRE EXTINGUISHER FIRE PROTECTION - FIRE EXTINGUISHER AND CABINET FIRE PROTECTION - FIRE VALVE, EXTINGUISHER AND CABINET ,•••,••"••1111 SMOKE RESISTANT PARTITION �1�'s"•1�1� 1 HOUR RATED FIRE PARTITION 2 HOUR RATED FIRE PARTITION -�•--•-�•= 1 HOUR RATED FIRE/SMOKE PARTITION 2 HOUR RATED FIRE/SMOKE RATM COULD NOT M VOMED PARTITION EXIT LIGHT CHIME/STROBE MAGNETIC DOOR HOLD PULL STATION STROBE SMOKE DETECTOR SPEAKER DOOR CLEAR EXIT WIDTH G. KEY PLAN PENINSULA ENGINEERING INC. =6 FAW at�wom AM mm FAX ."Us" raMaroam E2 CaplrW - NI idem. 48*% metbode and Ow or rvpwwftd by This *oft ow�p ad the Fqw-tyy of P Dvwoeerkg, be. and aero rraatrd, erofved and deeetnW for ea on and in cae+.drm a% ft died Propel. None of BM idea. dolga armyww* ff*Uw a or Om elm be need by or dk dead to any person. *m or corporation for any pwpoa .bateower art the wMen pamWm of Penkovic Er4neerkw$ hr - OC *2&t J W W J J za Q J W a> O H W LL Q W LL J OR�A�1 CHMNO DAIS 10/'19/13 SCALE AS Naim in NO. Imm sw G110 CN I W u - Q ui 1 rT i O CI q rN oa x; ai E 0 X of C 0 E 7 v O 0 w 0. r S m d O CL E U O 0 I IFF SAF FTI: OCCUR P A'\1 CY ANfl---) ----GR,[--SS SC --I CDU LE A j ,— z C D C +•i�i�i�i�i�i�i�i OCC. EXI' CAPACITY "ERT. TRAVEL WIDTHS I z � HCR Z. TRAVE �Y'ID z LLJ _ L, aJ W H �o— I J K L nWo M �R 0 4- Cr C a- Z w 4 �.- G. o� W i �O Q w Q a W �.` �� � �f- 1 O U-1 >- w ¢ Od U� :�U JO z tCU� V3Qc ��.pd moa ��rL C ! _N cam.- m O w �Z � Q Q 2 v ui Q O Q w O Z t� O O Q tL U O y�n-o w a w C> a c� cn R) is— o� cn u J a � c� 3E w tea= a c C-3 a o c� v� g ci i U Y d� v � Q �U i=:� .�LrUO � O= ==:r �, Ow _ ��'� T0= p= + O mU OU a w =Lr CJL� L O U �¢O Q w¢� w F-< °o 5 r- ,� z ¢ U ��Z 4Of �wz ¢OU HOZ te=a wz 3a. xo: -, N UO ¢ Cricl O.Zi = > Nvy.. V)v. cnrl V,d._. w3, CALCULATION MEr OD F= D C= 0 _M G + H J=FXO.2 IN. L=FX0.3 IN. ; N=FxO.2 IN. E 0.2 1N. (T3 IN. 212 MpAM MEOW 9,819 120 82 M/A 147 147 16.4 45 24.6 44 18.4 w1l 213 N1pAMff SLEi M 7.583 120 64 N/A 147 147 12.8 45 19.2 44 12.8 M/) 214 M WM SLfEpN O MENT 12,785 120 107 N/A N/A N/A 21.4 N/A 321 N/A 21.4 M/o 215 MPAlM SAM 11,021 120 92 N/A 147 147 18.4 45 27.8 44 18.4 M% 215 N11'A M IEUMjG 3,474 120 20 N/A 147 147 5r8 45 8.7 44 5.8 N/o 70TAL LM M 44.692 374 N/A 586 588 1 74.8 180 1122 178 74.8 M Al 1/16" = 1'-0" LIFE SAFETY PLAN - LEVEL 2 LIFE SAFM LEGEND I Ill Bill 'i 31 W Bill +•i�i�i�i�i�i�i�i 1 � 1 �. h W A 1 1' I z J Q J J d. W -10191i11 G. EF?3'` Hunton A R G H I T E C T$ PENINSULA ENGINEERING INC. we QVIOMM�� ,� .M,s" c-r*0 mn Capyrw - NI idem dsY¢iR mNhods and Plop 1 1' led OF repnwxtfd by this *on" are owed by and the property of Pa+hsulo Erogkwwkq, Wt ad ..a crs 4' 1. owhad and derelop ed far m on wW in cwmm im lith the IFed ProM Nene of the Ideas, de4no6 wrmisrnent% methods or piens shop be used by or d odmW to any perm% fkm or corporation for my pwpoee nboboe+wr Mdwv t the wlttw+ permte m of Pwkrado kr9. IML O MUD W!pht N J W W J I z J Q J J d. W �-- 0 W U W L1. J muvm PIS cmm JG5 QAh 10/'19I13 SCALE AS Nolo im NCL lag= SHM G120 05 50 53 MISCELLANEOUS METAL FABRICATIONS 0.000 DEMOLITION 05 50 53.AO1 steel angle 0.061 remove existing cabinets/casework 05 50 53.A03 steel plate 0.081 remove existing door and frame 1. HEAVY DASHED LINES INDICATE WALLS AND ITEMS TO BE REMOVED. SCREENED LINES INDICATE EXISTING 05 50 53.AO5 steel tube 0.091 remove existing partitions WALLS AND ITEMS TO REMAIN. 06 10 53 MISCELLANEOUS ROUGH CARPENTRY 0.101 existing to remain 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION RELATED CONDITIONS PRIOR TO STARTING 06 10 53.AO1 wood blocking 0.401 remove existing plumbing fixture DEMOLITION. ANY AND ALL DISCREPANCIES SHALL BE BROUG14T TO THE IMMEDIATE ATTENTION OF THE 06 110 53,$01 plywood 0.801 match existing ARCHITECT. 000` 06 41 16 PLASTIC -LAMINATE -CLAD ARCHITECTURAL CABINETS 0.991 temporary partition 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED 06 41 16,801 plastic laminate base cabinet 1.000 ARCHITECTURAL AREAS ADJACENT TO NEW CONSTRUCTION. PROJECT NORTH 4, ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORD- INATED WITH THE OWNER'S @6 41 16.802 plastic laminate wall cabinet 1.014 soffit REPRESENTATIVE TO MINIMIZE DISRUPTION WITH NORMAL DAILY FUNCTIONING OF THE OWNER'S OCCUPIED 06 41 16.803 plastic laminate countertop 1.0511 eased edge AREAS, 06 41 16.0@1 plywood 1.081 prefinished 5. NOISE DURING DEMOLITION SHALL BE KEPT TO A MINIMUM. ANY WORK REQUIRED AFTER NORMAL WORKING 06 41 16E01 plastic laminate backsplash 1.108 ice maker (n,i,c.) HOURS 100-500 SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE, NORTH REFERENCE 06 41 16EO2 plastic laminate cabinet door 1.131 waste/trash container (n,i.c) 6. CONTRACTOR SHALL, AT ALL TIMES, INSURE UNINTERRUPTED HEATING, COOLING:, PLUMBING, ELECTRICAL AND 06 41 16EO3 plastic laminate panel 1.141 computer equipment (n.t.c.) COMMUNICATIONS SERVICES CONTAINED WITHIN THE PROJECT WHICH SERVE PARTS OF THE FACILITY 06 41 16E01 plastic laminate drawer 1.143 keyboard (n.i.c.) REMAINING IN SERVICE. ANY REQUIRED INTERRUPTION OF SERVICE SHALL BE COORDINATED WITH OWNER'S TRUE NORTH � 06 41 i6E09 plastic laminate file drawer 1.146 printer (n.i.c.) REPRESENTATIVE t0 ALLOW MINIMUM INTERFERENCE WITH OWNER'S OPERATIONS. w = 06 41 I6F@1 plastic laminate shelving 1,152 dispenser, paper towel (ru c) �• 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 a z 06 41 16.G01 cabinet pull 1.154 dispenser, soap (n.i,c.l INDIVIDUAL CONTRACTORS TO THE LOCATIONS OF STORAGE AREAS FOR VARIOUS SALVAGE ITEMS. THE 06 411 16x08 pvc edge banding 1,235 dispenser, hand sanitizer (n,i.c.) STORAGE AREAS MAY BY OFF-SITE BUT WILL BE LOCATED WITHIN THE GENERAL METROPOLITAN AREA. THE 06 41 16.1404 adjustable shelf support clip 1301 align CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE BUILDING AND THE CONSTRUCTION SITE 06 41 16.101 metal trim 1.101 see Door Schedule for door type ALL CONSTRUCTION DEBRIS AND ITEMS NOT RETAINED BY THE OWNER'S REPRESENTATIVE. NO STORAGE OR 06 41 I&.KV3 wardrobe rail 1.151 sae Finish Plan for material and/or finish DUMPING OF DEBRIS WILL BE ALLOWED ON SITE. HEIGHT-� 06 41 16.PO1 keyboard tray 2,000 SiTEWORK S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL SALVAGE ITEMS WHICH 100'-0' 01 21 00 BUILDING INSULATION 3.000 STRUCTURAL WILL BE REUSED IN THIS PROJECT. OT LEVEL ELEVATION TARGET 012100.501 sound attenuation blanket 3.821 underside of structure S. FOR INTERIOR AREAS, PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED BY THE OWNER AND POINT OF -OP OF PARAPET 018400 F(RESTOPPING 4.000 PLUMBING CONSTRUCTION PHASING. ELEVATION!@. TEMPORARY BARRICADES SHALL BE INSTALLED TO PREVENT DUST POLLUTION 01 84 0@.804 Fire sealant 4.203 sinkOF SURROUNDING: AREAS. 01,3200 JOINT SEALANTS 5.000 FIRE PROTECTION PARTITIONS MUST BE INSTALLED IN ACCORDANCE WITH FIRE PROTECTION AND EG=RESS REQUIREMENTS, DETAILED COORDINATE WITH OWNER'S REPRESENTATIVE. A MANOMETER 0152 00.A01 sealant 5.051 fire sprinkler head IS RECOMMENDED TO BE PROVIDED TO MONITOR THE NEGATIVE PRESSURE. DETAIL NUMBER • AREA +� 081113 HOLLOW METAL DOORS AND FRAMES 6.000 MECHANICAL II. TEMPORARY PARTITIONS ARE NOT TO BE REMOVED UNTIL ALL FINISH WORK 18 COMPLETED OR APPROVALSIM�� 08 II 13.001 steel door frame 6.011 supply air diffuser IS GRANTED BY OWNER'S REPRESENTATIVE AND ARCA. A) s s DETAIL REFERENCE 101• 08 13.D@I steal frame anchor 6.051 return air grille 12. UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR SHALL BE RESPONSIBLE TO PATCH TO MATCH SHEET NUMBER % 0 0881100 GLASS GLAZING 1000 ELECTRICAL ADJACENT CONSTRUCTION. +.• 052116 GYPSUM BOARD ASSEMBLIES 1.101 fluorescent light fixture 13. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CON- STRUCTION, EQUIPMENT, PIPING, ETC. 09 21 I6.AOI gypsum board stud wall partition - sae partition types 1.102 downlight fixture SHALL BE PROPERLY PATCHED OR CLOSED OFF TO MAINTAIN FiRE RATING OF SURROUNDING WALL. 09 21 16.801 gypsum board 1.108 undercabinet light fixture 14. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE PATCHED AND PAINTED, 09 21 16.B@2 fire -rated gypsum board OR PREPARED FOR NEW WALL COVERING. IF PAINTING IS REQUIRED, THE ENTIRE WALL SHALL RECEIVE PAINT SECTIONNUMBER Al Sim 09 21 16.001 metas stud TO AVOID MISMATCH OF COLOR. 1@i 09 21 16.004 mora) stud track 15. ALL FINISHED AREAS WHICH ARE DAMAGED DURING DEMOLITION BY THE CONTRACTOR SHALL BE PATCHED SHEET NUMBER --- SECTION REFERENCE TO MATCH EXISTING FINISHES. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING NEW FINISHES, CEILING 09 21 16.E Ol corner bead , FLOORING, ETC. TO DAMAGED AREAS, 0132423 PORTLAND CEMENT STUCCO 16, EXISTING ITEMS, SUCH AS EQUIPMENT, PLUMBING FIXTURES, ETC. TO REMAIN iN PLACE SHALL BE PROTECTED 09 30 13 CERAMIC TILING FROM DIRT AND DAMAGE DURING DEMOLITION AND CONSTRUCTION. 0135113 ACOUSTICAL PANEL CEILINGS IT WHERE REMOVAL OF A PORTION OF FLOOR COVERINGS IS REQUIRED, REMOVE ONLY THOSE MATERIALS TO 09 51 13.AO1 suspended acoustical panel ceiling system THE EXTENT SHOWN WITHIN THE ROOMS OR CORRIDORS. DEMOLITION INCLUDES REMOVAL OF ADHESIVES, ELEVATION Al SIM GROUTING BEDS, ANCHORING DEVICES AND REQUIRES REMAINING SURFACES TO BE PREPARED FOR NEW NUMBER 0136500 RESILIENT FLOORING ----- �- 0136513 RESILIENT BASE AND ACCESSORIES CONSTRUCTION. ARROWS POINT ELEVATIONS A101 ELEVATION REFERENCE 051200 WALL COVERINGS 116. ALL CEILING ITEMS TO REMAIN SHALL BE TEMPORARILY REMOVED AND RELOCATED AT THE SAME TO DRAWN 09 91 00 PAINTING LOCATION IN THE NEW CEILING. 19. ALL EXISTING EQUIPMENT ITEMS FASTENED TO EXISTING CONSTRUCTION SHALL BE REMOVED TO PREPARE SHEET NUMBER---/ 10 21 13 CUBICLE CURTAINS AND TRACK SURFACES FOR NEW FINISHES. ALL ITEMS SHALL 102600 WALL AND DOOR PROTECTION BE REATTACHED AS DIRECTED BY THE OWNERS REP - 10 26 00.AO1 corner guard RESENTATIVE. 20. ALL NON-ATTACHED ITEMS, SUCH AS FURNISHINGS, MOBILE EQUIPMENT, CHAIRS, ETC., SHALL BE REMOVED BY 10 26 @0.A@9 protective wall covering TWE OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. COORDINATE WITH OWNER'S REPRESENTATIVE O FOR REMOVAL OR RELOCATION OF ANY REMAINING ITEMS. 21. NEGATIVE PRESSURE SHALL BE PROVIDED FOR THE AREAS OF DEMOLITION AND CONSTRUCTION. THiS NEW EXISTING COLUMN DESIGNATION NEGATIVE PRESSURE SHALL BE RELATIVE TO THE SURROUNDING AREA. COLUMN COLUMN 22. iF, DURING RENOVATION OR NEW CONSTRUCTION THE EXISTING SMOKE DETECTORS, FIRE ALARM PULLS, EXIT LIGHTS ETC. WILL BE HIDDEN OR PREVENTED FROM USE, THEN THESE DEVICES SHALL BE TEMPORARILY RELOCATED TO MAINTAIN THE LIFE SAFETY REQUIREMENTS OF THE OCCUPIED AREAS. 1 REVISION NUMBER - SCOPE OF REVISION DOORS ARE TO RECEIVE G 1 O DEMOLITION NOTES THE NUMBER OF THE ROOM WHICH iT SERVES. IF MORE NO SCALE THAN ONE THE ROOM AOORtT£R SERVES 200-A DOOR 4 FRAME TAG DESIGNATION FOLLOWS THE I. SOLID LINES INDICATE NEW CONSTRUCTION FOR THIS DIVISION. SCREENED LINES INDICATE EXISTING DOOR NUMBER. CONSTRUCTION TO REMAIN OR NEW CONSTRUCTION COVERED IN ANOTHER DIVISION, CONFE RE NCE 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING RELATED CONDITIONS AND REPORT DISCREPANCIES TO ROOM THE ARCHITECT AND OWNER'S REPRESENTATIVE. ROOM NAME 4 NUMBER101 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED FACILITIES ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS 2F 1 OR EXTENSIONS ARE REQUIRED. 2F>-- WALL TYPE NUMBER S 4, METAL STUD PARTITIONS ARE DIMENSIONED FROM FINISHED FACE OF PARTITION TO FINISH FACE OF PARTITION _ OR GRID LINE OR TO FINISHED FACE OF EXISTING 'WALLS AND COLUMNS EXCEPT WHERE NOTED OTHERWISE. K000� KEYNOTE REFERENCE 5. WHERE A RATING HAS BEEN GIVEN � EE 1►'Eld TO A NEW OR E?';STlNG WALL:No, 1: CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS THAT ARE MOUNTED ON WALLS, CABINETS: CEILINGS, ETC., TO ALLOW FOR THE COMPLETE iNSTALLATION OF NEW FINISHES AND MILLWORK. No. 2: EXISTING ITEMS THAT WERE REMOVED DURING � , + CONSTRUCTION SHALL BE REINSTALLED AS DIRECTED BY OWNER. ALL PENETRATIONS MUST BE SEALED AND X000 GENERAL NOTE PROPERLY FIREPROOFED PER RAVING REQUIREMENTS. SEE 'GI SERIES LIFE SAFETY PLANS FOR THE FIRE REFERENCE RATING DESIGNATIONS. i 6. REFER TO SHEETS 4041 FOR PARTITION TYPES. SPECIFIC PARTITION TYPE'S ARE AS LABELED UNTIL '� G?1@ 10 EQUIPMENT REFERENCE 1 TERh';INATED BY CORNER OR LINE. SMOKE TIGHT WALLS (DESIGNED TO RESIST THE PASSAGE OF SMOKE) A110 ( HAVE PRIORITY OVER NON -RATED WALLS. FIRE RATED WALLS WAYS CONTRUCTION PRIORITY AT ALL ( LOCATIONS. I. W14EN TWO DiFF5RENT WALl.. TYPES APPEAR ADJACENT TO EACH OTHER, FINISH WALL SURFACES MUST ALIGN. EXTERIOR GLAZING ID 8. WHEN A WALL TYPE BUTTS UP TO AN EXISTING COLUMN OR WALL, FINISH WALL SURFACES MUST ALIGN. El S. REFER TO 'A100' SERIES DRAWINGS FOR COORDINATION DETAILS AND DIMENSIONS OF EQUIPMENT ITEMS INTERIOR GLAZING ID MILLWORK AND WALL PROTECTION. 10. IN -WALL BLOCKING SHALL BE INSTALLED AS PER SECTIONS 06 10 53 AND 09 21 16 OF THE SPECIFICATIONS, BABE-, CEILING AND PROVIDED FOR EQUIPMENT ITEMS THAT REQUIRE IN -WALL BLOCKING. SEE SECTION 01 13 29 'CUTTING AND XX- WALL PATCHING', •0 XX- ROOM FINISHES XX. iL REFER TO DIVISIONS 'FP','P', 'M' AND 'E' FOR COORDINATION OF MECHANICAL AND ELECTRICAL WORK, FLOOR 12. ALL OUTSIDE CORNERS OF MILLWORK COUNTERTOPS NOT TERMINATING AT A WALL REQUIRE A 3' RADIUS. ACCENT WALL FINISH S 13, REFER TO SPECIFICATIONS SECTIONS 03 30 01 AND 09 66 23 FOR FLOOR SEAL AND LEVELING AND LIMITS REQUIREMENTS OF EXISTING SLABS. II -0 MISCELLANEOUS FINISH OR NOTE A5 MASTER KEYNOTE LEGEND A10 GENERAL CONSTRUCTION NOTES A16 SYMBOL LEGEND Hunton : . • NO SCALE NO SCALE NO SCALE A R C. I I ., a az z W W (D (D W W -� WO F_ m 02 z �. W z Q W � W �o z C O O C O O M co (1) 0 z LL L. O C U. a) -0 N A001 _ Is V_ 08 1100 - HARDWARE I. Provide door hardware to match building standards unless noted otherwise in a hardware schedule. Where no hardware schedule is provided a description of door hardware requirements will be found on the drawings. 2. Submit shop drawings and product data identifying each door and frame to include location, size and swing of door and description of hardware. 3. Furnish templates and approved hardware schedule for each door to related material suppliers to ensure accurate fitting of all finish hardware. 4. install hardware in accordance with the manufacturer's instructions and templates provided for each item of hardware. 09 2116 - GYPSUM BOARD A88EMBL IE S 1. Furnish and install metal studs, metal furring, metal trim, related components and gypsum wallboard in accordance with the wall types and fire ratings shown on the drawings. 2. Submit product data to include description of all materials to be used. 3. Materials include: a. Metal studs, Stud Runners, 1/81 Furring Channels: minimum 25 -gauge electro -galvanized; ASTM C645. b. Ceiling Suspension Channels: 1-I/2' 16 -gauge galvanized cold rolled steel. c. Gypsum Board: 48' wide by lengths required by 5/8' thick with tapered edges in long dimensions, fire rated where required to be part of a rated assembly - ASTM C36. d. Tile Backer Board: 48' wide by 8'-0' long by 5/8, thick mon-combustible water resistant with glass mat embedded in the core - ASTM C1118. a. Taping and Joint Compounds: ASTM C415. f. Metal Trim: Galvanized Corner Beads and Casing Beads with expanded flanges - Zinc Controls Joints. g. Reveals and Moldings: 606345 clear anodized extruded aluminum with factory fabricated intersections and corners manufactured by Fry Reglet or equal. h. Fasteners: Minimum i' long type 5 bugle head self drilling self tapping non -corrosive screws. 4. Install gypsum board assemblies in configurations and partition types shown on the drawings. a. Install studs spaced 16' on center set in floor and top runners secured to the structure. Where studs stop above the ceiling, provide bracing at 48' on center secured to the structure. Install two 20 gauge studs at ail door jambs, extend and secure to the structure above. b. Install gypsum board vertically with long dimension parallel to the studs - stagger joint& on each side of the walls. Secure with screws to the stud flanges and stud runners spaced at a minimum of 12' on center in the field and 8' on center at all joints and top and bottom runners. c. Install corner beads at all exposed corners - metal casing beads at ends of all exposed or semi -exposed gypeum board. Use clinching tool, staples or screws. d. Apply joint tape set in joint compound at all gypsum board joints. Apply joint compound in three coat&, sanding each coat and applying the succeeding coats a minimum of 2' beyond the preceding coat. a. All wallboard to receive tile shall have a minimum Level 2 finish, all other gypsum board shall have a minimum Level 4 finish in accordance with GA -214. f. Coordinate location of installation of metal reveals and moldings with the installation of steel studs and gypsum wall board at locations and configurations shown on the drawings. 05 5113 - ACOUSTICAL CEILINGS 09 5133 - METAL CEILING TiLE 1. Furnish and install acoustical panels and exposed suspended grid system, parimater trim and related items in sizes and shapes and at locations shown on the drawings. 2. Submit product data and samples of the selected material& for review and approval. 3, The specific materials to be used are shown on the drawings. Acceptable manufacturers of similar products include the following: a. USG Interiors, Inc. b. Armstrong Contract Interiors c. Chicago Metallic Corporation 4. TI -e suspended grid systsm shall comply with ASTIM 0635 and ASTM 636 and shall Include the following: a. Carrying channels - 1-1/2, cold rolled steel chapels suspended from the structure above with hanger wire and spaced at 4'-0' on center or less. b. Ceiling suspension system consisting of maim runners and interlocking cross runners at 90 degrees to the main runners. Install in pattern shown on the drawings. install main runners within 1/4, of level In 10 feet with the hanger wire taut and tightly looped a minimum of 31. Verify after the completion of the tailing installation and all ceiling installed items. c. Hanger Wire - Soft tempered galvanized steel spaced at 4'-0' on center or less secured to the structure and the main runners. Install additional hanger wire attached to the suspension system at the corners of all fixtures, grills and other ceiling installed items and secured to the structure above. d. Perimeter trim - install and secure to the exposed edges of the ceiling suspension system at locations shown on the drawings. 5. Attic Stock - Furnish one box of each type of the to the Tenant. OL 09 b5 00 - RESILIENT FLOORING 1. Furnish and Install resilient flooring, base and related items. Sizes, patterns, manufacturer and materials to be used are shown on the drawings. 2. Submit product data and samples of the selected materials for review and approval. Submit shop drawings showing layout and patterns of the selected materials. 3. Concrete slab& to receive resilient flooring are to have a maximum variation of i/4' in 10'-01. The concrete slab shall meet minimum requirements of the manufacturer for moisture vapor emission per ASTM F1869 and alkalinity per ASTM F11O. All concrete slabs are to be dry, clean, smooth, structurally sound and free of dust, solvent, paint was, oil or other materials that would affect proper adhesion. 4. Adhesives - Use only stabilized water based adhesives recommended by the manufacturer of the materials to be installed. Apply the adhesives in strict accordance with the manufacturer's recommendations. 5. Transition strips - Provide tapered resilient transition strips whom abutting adjacent hard surfaces unless otherwise shown on the drawings. 6. Installation: a. install all resilient flooring and related items in strict accordance with the Instructions of the manufacturer. b. Resilient Tile - Lay out tile square with the axis of the room. No border the to be less than one half the width of a full tile. c. Sheet flooring - Lay out with a minimum number of seams square with the axis of the room. Heat weld all &same with welding rods of matching color. d. Wall Base - Lay out base using lengths no less than 481. Abut joints and apply in full bed of manufacturer's recommended adhesive. 1. Attic Stock - Furnish one box of each type of the selected, four 4'-0' long pieces of resilient base and one roll of sheet flooring by 12'-0' long wrapped and bound in kraft paper. 09 Sl 00 - PAINTING 1. Apply paint to all surfaces exposed to view at locations shown on the Drawings. a. The paint manufacturer, color selections and locations are shown on the drawings. 2. Apply paint to all items exposed to view that are not factory prefinished to include: a. Interior metal work b. Exposed electrical conduit, electrical panels and other electrical work c. Pipes and ducts including color coding and pipe hangers, d. Access doors and panels. 3. Submit product data to include product fire resistance, application Instructions and material safety data sheets for all items specified. 4. Submit samples of each type of color and finish for review and approval prior to applying paint. 5. The paint manufacturer and specific paint finish are shown on the Drawings. 6. Ali paint shall have the following performance characteristics: a. Products used are to be selected from the manufacturer's best quality commercial grade and are to be mold and mildew resistant. b. Approved products must meet Volatile Organic Compounds standards of a maximum of 150 grams per liter for interior coatings except epoxy coatings may hays a maximum of 245 grams per liter in accordance with: I. 0614A instruction, Inspection Procedures for (Hazard Communication Standard, CPL 2-2, 38D, 2. OSHA 29 CFR 1910 1200, 3. All paint for use on vertical surfaces shall have an eggshell of semi -gloss finish - all paint for use on horizontal surfaces such as catlings shall have a flat finish unless otherwlss shown on the Drawings. 1. Prior to starting work, the p81r5ting contractor sell review and accept all substrates, 8. Paint shall be applied in accordance with the recom andations of the manufacturar as follows: a. hew:�onstructon: 1. Apply a primer and a minimum of two finish coats b. Existing Construction: 1. Previously painted surfaces with alkyd paint to be primed with a tinted alkyd based primer. 2. 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THE HEIGHTS SHOWN ON T1415 DRAWING ARE TYPICAL AND DO NOT NECESSARILY SHOW ALL THE DEVICES THAT ARE LOCATED ON THE WALLS. FIRE ALARM STROBE LIGHT 2. THE OBJECT OF THESE ELEVATIONS 15 TO ESTABLISH GUIDELINES FOR THE LOCATION OF DEVICES VERTICALLY AT THE WALL �.��. n GENERALLY THROUGHOUT THE PROJECT. FIRE 3. REFER TO FLOOR PLANS FOR ADDITIONAL TOILET ACCESSORIES MEDICAL GASES DETECTION NOT SHOWN, ( OR NOTED ) ON THIS DRAWING. N MANUAL DUPLEX SWITCH THERMOSTAT PANEL W FIRE OUTLET LOCATION ALARM V S 0 4. REFER TO 'INTERIOR MILLWORK ELEVATIONS' DRAWINGS FO E AS / ED WALL CABINET DOOR AND DRAWER PULL TYPE HARDWARE NOT SHOWN ( OR NOTED ) ON THIS DRAWING. DESK DUPLEX TELEPHONE OR a � 5. EXPOSED HOT WATER AND DRAIN PIPES TO B INTERCOM OUTLET DATA OUTLET w E COVERED , OR OUTLET INSULATED , OR OFFSET IN CONFIGURATION t0 PROTECT AGAINST T/D ® 0 CONTACT. fit.. b. LAVATORIES IN COUNTERTOPS TO BE MOUNTED WITH RIM NO MORE THAN 2'-10' HIGH ABOVE FINISH FLOOR, AND WITH AT LEAST 2'-3' KNEE CLEARANCE. 1. COORDINATE LOCATION OF TOILET PAPER DISPENSER WITH WATER CLOCK CLOSET FOR SUFFICIENT KNEE SPACE AND ACCESSIBILITY. 8. ALL EQUIPMENT WITH CONTROL DEVICES SHALL NOT HAVE THE CONTROLS MOUNTED HIGHER THAN 48' WITH A SIDE OR FORWARD APPROACH. CABINET DOORS EXTENDED t0 BOTTOM OF APRON WHERE LIGHTING OCCURS SIDEWALLS A SOFFIT COUNTER SINK APRON APPLIES _ ONLY WHERE TASK 1'-b' is ' P LIGHTING IS INDICATED IDEWAL AT WALL -- - IF -- SOAP PAPER TOWEL FILLER DISPENSER DISPENSER C4cl J LOTION �— �� _LU;4 ®DISPENSER zz �N �� �fl-�, { n in XU Lu tU tLu jC -1 X V w � . cfl • F— n tu V' _ • O , 'ai V OPEN m� �u� (TYP. HEIGHTS) PAPER TOWEL BASE UNIT/WALL UNIT SINK UNIT/WALL UNIT DISPENSER Jl TYPICAL MOUNTING HEIGHTS J16 GENERAL NATE N0 SCALE NO SCALE r --F 09 21 16.001 - 09 21 16.6.01 SEE CEILING PLAN r -- SEE CEILING PLAN P:9 =16E01, E16 CEILING DETAIL 11/209 � 11.012 f NEW BUMPER 10 2b OO.AOI K15-03 RAIL ' KC -XX HEIGHT TO MATCH EXISTING 0 2b OO.A01 NOTE i 10 26 00,401 EACH SIDE 2� 3' � NOTE 2 ---- - - - - -- 1.151 o-----�------... M CONFIG, A CONFIG. B i~ `r CORNER GUARD HE IGHtS 2' 16 00409 CORNER GUARD NOTES: 1® I, ALL CORNER GUARDS SHALL TERMINATE AT CEILING SYSTEM KC 02 UNLESS NOTED OTHERWISE BY ELEVATIONS OR ADJACENT SOFFITS. 2, BOTTOM OF CORNER GUARD SHALL TERMINATE ABOVE BASE, UNLESS NOTED OTHERWISE. =fr A3 CORNER GUARD DETAIL Al CORNER GUARD DETAIL A10 CORNER GUARD HEIGHTS A13 WALL CONFIGURATION Hunton 3 -1 -0 3•• 1-0Il 114" =1'-0" 1!4"I I A R C z Q U Q � n �— L m U D z 0 i w Z cu :) �s 0 �j w -j < -► ---- o�ryt. z Q U Q � n �— L m U D z 0 i w Z cu :) �s 0 �j w -j < -► ---- I` co i cu u t,; 0 LL -► KEYNOTE LEGEND ------------- z ------------- ------- -------- - - ----- ........... . .......... ........ ------ .......... - ----------- ............. .. T, ..... ........ ...... . .... . .. .. .... . . .. . . . .. .. .. .. . .. .. .. .. . .. . ... . .. . . . . . . . . .. . ... . ... . . . . . . . . . . . . . ........................ . . . . . . . . . . . - - - - - - - ............. ............. ------------- --- --- ---- ........ . .... .................. . .......... .................. �; " �� 1 �.i i- — � � - - ------- ------ ...................... . .................... 0.081 ;i ile I'A CEILING LEGEND gypsum board stud wall partition - see OS 21 i(p.Bol gypsum board aB 7116.501 gypsum board 09 5113AOI suspended acoustical panel ceiling system 0 GENERAL NOTES 1.101 fluorescent light fixture 0.061 remove existing door and frame 1.102 downlight fixture 0.401 remove existing plumbing fixture 5,051 fire sprinkler head 1301 align 6.011 supply air diffuser C?.011 supply air diffuser 6.051 return air grille 1101 05 21 16A01 gypsum board stud wall partition - see Co partition t9pes, aB 7116.501 gypsum board CIB 5113,401 suspended acoustical panel ceiling esete-in 0 GENERAL NOTES 0.061 remove existing cabinets/casework 0.061 remove existing door and frame oDel remove existing partitions 0.401 remove existing plumbing fixture 0 39 temporary partition 1301 align 5A051 fire sprinkler head C?.011 supply air diffuser 6.051 return air grille 1101 fluorescent light fixture 1.102 downlleht fixture DEMOLITION NOTES: 1. REMOVE WALLCOVERING 130RPER THROUGHOUT AREAS OF WORK. SKIM WALLS TO RECEIVE FAINT. ARi 00IL4877 Z Z Co 0 > 0 C) 00 Cu 0(/) JZ U. UJ W z d-5 Q— > W < (1) CL Z C0 z z Z 0 L. (D 0- z C) W W �1 Co 0 > 0 C) Cu 0 0 CU Cri (1) 0 02� z LL L. 0 0 LL C) �1 KEYNOTE LEGEND 06 41 16,803 05 50 53,401 steel angle 06 41 16,BO2 06 41 1b,E01 05 50 53.AO3 steel plate CF -02 Ji Jl CP -01 05 50 53.405 steel tube 60 b(A 06 10 53.AOI wood blocking E1 E3 -0' 06 41 16.501 plastic laminate base cabinet 0b 41 16.8@2 plastic laminate wall cabinet 2'-b' 2'-b' 2'-4' '-41 '-41 06 41 lb.B03 plastic laminate countertop Ob 41 1b.JID1 I/4' /4' (0 b@ 1.014 3/4' 3/4' 3!4' p p 06 41 lb.COI plywood 06 41 lb.COI T 06 41 16.E01 plastic laminate backsplash 06 41 lb.E02 plastic laminate cabinet door 413 A10 Ai@ 413 06 41 16E03 plastic laminate panel CI @6 41 16.803 60 60 @6 41 1bB@3 bID (@ 0b 41 16.E@� plastic {aminate drawer _ �---�, CP -@1 __ 06 41 16.E05 plastic laminate file drawer j,, - , 06 41 16F01 plastic laminate shelving @b 41 161@1 l2 06 41 16G@1 cabinet pull _ CP -02 - Ni 06 4116408 pvc edge banding a- - - 1/2' 1.141 60 TYP. 06 4110404 adjustable shelf support clip 1.146 `-b' 1.131 06 41 16.JOI metal trim 4.01 3 4' 3/4' 06 41 16101 I. 1.143 06 41 I&KO3 wardrobe rail 314' 1.131 1.141 �.6• 4'-9' '-4 1!2' 06 41 I(.P0{ ke board tray CP -02 @b 41 16101 y y 0641 16.801 1.143 13!4' @b 41 I(.P01 CP -02 09 21 1(.A@i gypsum board stud wall partition - see partition types CP -02 Al Al @b 41 1b.P@1 6ID (@ 06 41 16.801 CP -02 N1 INTERIOR PLAN DETAIL N3 INTERIOR ELEVATION N7 INTERIOR ELEVATION INTERIOR RIOR ELEVATION N13 INTERIOR ELEVATION 6" = 1'-0" 1/4" =1'-0" 224 PATIENT ROOM - WEST 1/4" =1'-0" T2061 NURSE STATION - WEST 1/4" =1'-0" T2061 NURSE STATION - SOUTH 1/4" =1'-0" T2061 NURSE STATION - NORTH GENERAL NOTES 1.014 soffit 1.108 ice maker (n i.c) 1'-3' J7 1.131 waste/trash container 60 1.141 computer equipment (n.i,c.) J� IJ43 keyboard (n.i.c.) YIL -4'1.014 1.14( printer (n.i.c.) 1.014 2 -8 2 -8 1.152 dispenser, paper towel (roc) 3/4' 2''-(' @b 41 1bB@2 06 41 16102 1.154 dispenser, soap @b 41 16.0@1 13!4 3/4 CP -02 CP -02 1235 dispenser, hand sanitizer 0b 41 1bF01 - . 1151 see Finish Plan for material and/or finish 0( 41 1b.B03 IJ52 c:►o .� ¢_-� �_- �__ 4.203 sink � .. ADJ, TYP. 1.146 � i. , ��"� ID6 41 1(.E@I � ;►�:. - , '. �_ - � 1.154 06 41 16.E 02 1.106 undercabinet light fixture I CP -01 1,235 IDb 41 Ib.H04 0b 41 16.503 IDb 41 1bG01 1235 ID6 41 16.801 ID6 41 16.E01 4.203 2'-@' l.lIDB 1.154 CP -01 ►......__.� ' @b 41 lb.E03 U.N.O. 06 41 1b.EID3 WHERE NOTED 2'- 4'- 3/4' 06 41 ib.E03 2 -2' 2 •b' GP -02 06 41 1b.EID3 SEE 06 41 16.E@3 3 E S�3/4' ELEC. PLANS GP -02 ~---�_ SLOPED TOP SLOPED TOP CP -02 06 10 53.AOI El EI@ Ob 41 161801 bID (@ CP -02 E10 E1 _ •. _� 0b 41 I6F@1 ADJUSTIBLE J7 MILLWORK SECTIO J10 INTERIORELEVATION J13 INTERIORELEVATION J16 OTE L GENDS 1" =1'-0" 1/4" =1'-0" T2061 B HOUR - SOUTH 1/4" = 1'-0" T2061A MEOS - NORTH NO SCALE 06 41 16.H04 .r @b 41 16.GID1 ' @b 41 lb.l�I04 • @b 41 1b.0@i t 06 411 06 41 16FO1 @6 41 16F@1 4.203 FiXED FIXED 2'_1' 076471716 .EO� U.N.O. @6 41 16.803 2'-@° Ob 41 16.803 Ob 41 Ib G0i 06 41 16.Ca@1 :0:(2 41 1(,G@8 06 41 16G08 3'-S' A.F.F. 3°-8' AFF... 06 41 Ib.E @2 06 41 161"E02 � r 06 41 I6,K03 __ 06 41 16.E@1 (P 06 41 1bF@i • c M PULL-OUT i LOCKABLE ADJ. '`' , 8' �O6�1(b 03 @b 41 1bGID1 @b 10 53.► 01 MIN, � Ob I@ 53.4@1 % �� �• + 06 41 16,E-02 @6 41 16.E @3 .�• � LOCKABLE 1.151 1,151 - 06 41 16 POI _ b' - I.. MAX, -�_.. ADJ, 0b39 41 Ib.�i . 4 131 � a El MILLWORK SECTION I E MILL R� SE T � E�' ILL � ION CABINET S .- x El0 SECTION let 11.0F1 @� 21 16.AIDi 06 41 I6.B03 ID6 41 1(.8@3 -ID' 1'-li' BEYOND UN.O I'-@' 06 10 53.4@1 IDb 41 {b.E01 @b 41 16.E-01 -- -`- 2X4 FIRE RATED 1�_6� 06 41 16.1303 BET. MTL. STUDS 06 4i ib�@3 06 41 l�,B@:� WALL ANGLES @b 41 16.8@3 2'-@' �_4' S: Ob 41 16.803 ® 4' 06 41 fbG08 r ii i 05 50 53.AOI .d 06 41 16.G08 - '�� I' 1 112' � --- ----- -- 05 50 53.405 �`------- - - ----------- --- � _ - - - - - A ' � _ A 06 41 lb.G08 :,, @b 41 1b.GID8 05 5@ 53.4@5 �• � 1' � 2'X2' 32' O.C. ' c • 06 41 16.E 03 '` . , • , � , � • � , ; 2X2 � 32 O.C. ' ' co @5 5@ 53.401 --- - - - 0b 41 Ib,G01 - - ---- - - _ _ • ' PLAN SECTION A -A BETWEEN SUPPORTS 06 4711 6,E09 tu BELOW COUNTERTOP (N.T.S.) 05 50 53.403 - ANCHOR TO FLOOR - - -- 06 41 16.001 SECTION @b I@ 53.401 I. @6 41 I6G@l @b 41 16.E@1 Al COUNTERTOP SECTION A7 MILLWORK SECTION A10 CABINET SECTION A13 CABINET SECTION Hunton -0" v Ft v i . ��S.z, i 0,4 O CU UJ i < i CL Cn . ��S.z, O CU O Cn _O LL CU O O LL Q� i N j 09 21 16.CO4 13 5/8' 3h22� 0184 00.504 AT DATED PARTNS. 01 92 00,A01 ONE SIDE AT .� TYPES C AND D ��---� Oi til 00,801 U,, NOTED ��-- -; 09 21 16 001 13 5/8' AT 16' O.C. 09 21 16.B01 5/8' OS 21 16.502 5/8§ AT RATED _ PARTITIONS 09 21 16.004 { 3 5/8' TYPE 1A NON -RATED TYPE 1B NON-RATED/SOUND ATTENUATION TYPE 1C SMOKE -RESISTANT TYPE 1D SMOKE-RESISTANT/SOUND ATTENUATION TYPE 1E I Hp, FIRE TYPE I HP, FIRE/SOUND ATTENUATION TYPE 1G 1 HR. FIRE/SMOKE BARRIER TYPE IH 1 HR. FIRE/SMOKE BARRIER - BOUND ATTENUATION I� TEST REF: UL U465 It PARTITION TYPE 1 I I All INTERIOR PARTITION TYPE SEE, PARTITION TYPES OS 21 16.004 0811 13.001 ,1.01 - ---- -- - __ 09 21 16.0 04 3.822, .I 21 00.B01 WHERE ERE NOTrD `— 0 a116.001 AT V O.C. 8 .A - _ 09 21 16.501 518r i OB 21 16C04 •: ,r�----, I '151 01 92 00.A01 TYPE 14A 3 5/8' STUDS TYPE 148 3 5/8' STUDS/SOUND ATTENUATION TYPE 14C 15/81 STUDS TYPE 14D 6' STUDS PARTITION TYPE 14 NO SCALE ----- 3" 11-016 0911 16.001 DOUBLE JAMB DETAIL PARTITION TYPE - SEE FLOOR PLANS 20 GAUGE STEEL PLATE - SCREW TO STUDS DOOR NO. SPEC. NO. MATERIAL WF 08 14 29.A01 Prefinished wood door -- ---- - WOOD DOORS \ I / � 1 / \I \ /I \ i TYPE SPEC. NO. FINISH MANUFACTURER PR -01 1.081 preffnished NO. SPEC. NO. GLASS FRAME STEEL FRAMES A SERIES / PATTERN 1 TYPE COLOR MATCH EXISTING I DOOR FIRE WIDTH HEIGHT TYPE MATERIAL FINISH GLASS RATING ; 3'-0' -1'-0' 46 Ux PR -01 -- -- ----------- z Q NOTES L W j 09 21 16.CO4 13 5/8' 3h22� 0184 00.504 AT DATED PARTNS. 01 92 00,A01 ONE SIDE AT .� TYPES C AND D ��---� Oi til 00,801 U,, NOTED ��-- -; 09 21 16 001 13 5/8' AT 16' O.C. 09 21 16.B01 5/8' OS 21 16.502 5/8§ AT RATED _ PARTITIONS 09 21 16.004 { 3 5/8' TYPE 1A NON -RATED TYPE 1B NON-RATED/SOUND ATTENUATION TYPE 1C SMOKE -RESISTANT TYPE 1D SMOKE-RESISTANT/SOUND ATTENUATION TYPE 1E I Hp, FIRE TYPE I HP, FIRE/SOUND ATTENUATION TYPE 1G 1 HR. FIRE/SMOKE BARRIER TYPE IH 1 HR. FIRE/SMOKE BARRIER - BOUND ATTENUATION I� TEST REF: UL U465 It PARTITION TYPE 1 I I All INTERIOR PARTITION TYPE SEE, PARTITION TYPES OS 21 16.004 0811 13.001 ,1.01 - ---- -- - __ 09 21 16.0 04 3.822, .I 21 00.B01 WHERE ERE NOTrD `— 0 a116.001 AT V O.C. 8 .A - _ 09 21 16.501 518r i OB 21 16C04 •: ,r�----, I '151 01 92 00.A01 TYPE 14A 3 5/8' STUDS TYPE 148 3 5/8' STUDS/SOUND ATTENUATION TYPE 14C 15/81 STUDS TYPE 14D 6' STUDS PARTITION TYPE 14 NO SCALE ----- 3" 11-016 0911 16.001 DOUBLE JAMB DETAIL PARTITION TYPE - SEE FLOOR PLANS 20 GAUGE STEEL PLATE - SCREW TO STUDS DOOR NO. SPEC. NO. MATERIAL WF 08 14 29.A01 Prefinished wood door -- ---- - WOOD DOORS \ I / � 1 / \I \ /I \ i TYPE SPEC. NO. FINISH MANUFACTURER PR -01 1.081 preffnished NO. SPEC. NO. GLASS FRAME STEEL FRAMES A SERIES / PATTERN 1 TYPE COLOR MATCH EXISTING I DOOR FIRE WIDTH HEIGHT TYPE MATERIAL FINISH GLASS RATING ; 3'-0' -1'-0' 46 Ux PR -01 -- -- ----------- z Q NOTES 1,0 W W EL J GASKET SEAL ^ NF 't 0 Q NUMBE VVLNI U R NAME DOOR FIRE WIDTH HEIGHT TYPE MATERIAL FINISH GLASS RATING ; 3'-0' -1'-0' 46 Ux PR -01 -- -- ----------- z Q _ LEAN 1,0 W W EL J GASKET SEAL t LL! Q 0 < o CL Le VVLNI U R NAME DOOR FIRE WIDTH HEIGHT TYPE MATERIAL FINISH GLASS RATING ; 3'-0' -1'-0' 46 Ux PR -01 -- -- ----------- FRAME SID TYPE MATERIAL FINISH HEAD .IAMB THRESH D SET ---REMARKS A ST PA -01 GI/A011 G4/A01I 01 _ LEAN 1,0 I Ffl), DOOR SCHEDUE...E NO SCALE 1.5 PAIR HINGES i.0 LOCKSET STOREROOM 1.0 CLOSER 1,0 WALL BUMPER 1.0 KICKPLATE 1.0 GASKET SEAL r `a " Hunton Aull I ARChII „r. 'Tc dC_ A, w�a:rx. 7:.xw�r t s 0.Md /:xx Le awn �woh•: Z2 $p .R v v x `atzs M a1aAY.• k.:. ,r /R C OU S»'4rox R^` tI' �ryrt , M •,k� vwrx+vY .d• PH `a " Hunton Aull I ARChII „r. 'Tc 0100 00 - GENERAL REQUiREMENTS 0126 00 - MINOR CANGES / CONTRACT MODIFICATION 06 10 53 ROUGH CARPENTRY 07 92 00 - JOINT SEALERS The Word 'Tenant' is 9 Interchangeable with 'Owner, and Is The work of this section includes clarifications or changes 1. Provide all wood blocking, backing, plates, plywood, furring, 1. Provide all labor, materials, tools equipment and perform all 16. Apply sealant in accordance with manufacturer's application - defined In the construction agreement with the Contractor. to the work that affect construction time or costs or both nails, bolts, screws, anchors and other items required to secure work and services for all sealant work, where the words caul, manual and Instructions, using proper nozzle size on clean, dry, and include the following: applied materials shown on the drawings. caulking or sealant are shown on the drawings or specified. properly prepared substrate. Where the word 'Architect' is used in the technical Although such work is not specifically indicated, furnish and specifications it shall be synonymous and interchangeable with a. Requests for information regarding clarification of the 2. Use fire retardant plywood and wood backing in all install all supplementary or miscellaneous Items, appurtenances Force sealant Into joint and against sides of joint to make 'Interior Designer.' documents shall be initiated by the Contractor and submitted concealed spaces. Use pressure treated lumber when In and devices incidental or necessary for a sound, secure and uniform. Avoid pulling of the sealant from the sides. Coordinate to the Architect contact with concrete and at all exterior applications. watertight condition. the depth of all back-up material to comply with the Unless otherwise Hated in the Tenant/Contractor agreement the recommended depth of the sealant manufacturer for the responsibilities of the contractor shall include the following: b. Construction Change Directives relating to changes in the 3. All fasteners for exterior use are to be hot dipped 2. For addition inforamation refer to sections on F(restopping, particular application. Fill joint space completely with sealant. work and potential changes in time or cost or both shall be galvanized power activated or hand applied. Steel Doors and Frames: Section and Gypsum Board I. Visit the site and become familiar with all existing initiated by the Architect and submitted to the Contractor Assemblies. 11. Tooling is required to ensure firm full contact with the g interfaces of the joint. Tool joints to form smooth, uniform ' conditions prior to commencing with the work. 4. Cut and fit all materials accurately and Install plumb, level J J c. Change Orders addressing changes in the scope of wort, and true. Fasten all materials with adequate number and size 3. in general the areas that require sealing but not necessarily beads with slightly concave surfaces. Finish joints shall be costs and construction time shall be prepared and submitted of fasteners. limited are the following: straight, uniform, smooth and neatly finished. Remove any excess 2. Review construction documents and advise the --- Architect of an discrepancies between the documents and by the Contractor to the Architect using AIA G'101and shall sealant from adjacent surfaces of joint, leaving the work in a y p include ail supporting data to substantiate any changes in the a. Isolation joints between partitions and window mullions. neat, clean condition. _ existing conditions. costs or construction time or both b. Control Joints. c. Perimeters of door -frames, windows, louvers and grilles. Tooling agents should only be used if recommended by the --- 3. Obtain and pay for all budding permits, d, Change Orders shall be reviewed and approved or d. Joints at penetrations of walls, floors and decks by piping sealant manufacturer. Where an irregular surface or sensitive joint '�- 4. Com I with all applicable federal state and local rejected by the Architect and/or the Owner and returned to 06 4116 - PLASTIC LAMINATE CLAD ARCHITECTURAL CABINETS and other service equipment, other than firestopping. border exists, the applicator shall apply masking tape at the CompI9 pp the Contactor e. Other joints or bedding where caulking, sealant or edge of the joint to Insure joint neatness and protection. Tape codes. I. All cabinets and related items are to comply with the compressible sealant is specified, indicated or required. to be removed after sealant is applied. e. Wherever possible all documents shall be transmitted minimum standards of the Architectural Woodwork Institute for 5. Furnish and install materials In compliance with induatr p � � electronically using Newforma Info Exchange with the Custom Grade flush overlay style cabinets. 4. Provide the following materials manufactured by one or all of 16. Remove masking tape immediately after joints have been standards, as shown on the construction drawings and as tooled. \]I-- ' i inspecifications and approved exception of Change Orders requiring the signature of all the following manufacturers, or other products that have equal or � �„ ti � �, specified the technical asparties to the Construction Contract. 2. All laminate materials to comply with NEEMA LD 3. better performance characteristics and are approved by the by the Architect. Acceptable manufacturers include: Architect subject to compliance with Sections @163@ and 01631 Clean adjacent surfaces free from sealant as the application`. , f. Forms relative to the requirements of this Section will be of these Specifications. progresses, using solvent or cleaning agent recommended by 6. Submit product data, shop drawings and samples where provided by the Architect to the successful Contractor after a. Formica Corporation manufacturer of the sealant used. requested in the technical specifications to the Architect award of the Construction Contract. b. Wilsonart a, Dow -Corning, Sonneborne - Contech Incorporated or for review and approval, C. Nevamar Upon completion of the work of this Section, promptly remove - Tremco. 1. Remove existingconstruction necessar to permit from the job site all debris, empty containers and surplus y p 3. Submit cabinet shop drawings and samples of finished 5, Materials and general location of use for interior to be material derived from this portion of the Work Installation of new construction, Patch, repair and refinish 0133 00 - SUBMITTAL PROCEDURES materials. Tremco Acrylic Latex Caulk; Sonneborne 'Sonelac' meeting the existing work to restore surfaces to original condition or 19. Separate waste in accordance with the Waste Management to match, align blend with the adjacent surfaces. performance requirements of ASTM C 834 or other products p_ g J Submit product data, shop drawings and samples where 4. All casework exposed to view including edge treatment acceptable to the Architect ASTM C-834. Color to be Plan. requested in the technical specifications to the Architect for to have high pressure decorative laminate (HPDL), .048 Inch Manufacturer's standard white. 8. Construct -a physical barrier to prevent the passage of on horizontal surfaces and .028 inch on vertical surfaces. Close out and seal tightly all partly used sealant containers and sound and air between the new and existin construction. review and approval. g store protected in Weil -ventilated fire -safe area at moderate 6. Exterior to be Dow -Corning Silicone Building Sealant a. Wherever possible submittals shall be transmitted 5. All concealed and semi- concealed surfaces to have No.'190, complying with ASTM C920, Type S, Grade NS, Class temperature. 9. Coordinate any work affecting the use of, or restriction black matte finish .020' thick melamine HPOL other than doors to, access to adjacent occupied spaces with. the Tenant's electronically to the Architect using the Newforma Info � 100150 for all exterior expansion and control joints and suite prior to proceeding with such work Exchange thru the Internet wherever possible. Hard copy which are to have .028 thick HPDL balancing sheets. structural attachment for panel systems, or Dow -Corning Silicone Place used sealant tubes and containers In areas designated For p p g hazardous materials. submittals should be limited to samples and large format Building Sealant No. '195, complying with ASTM C920, Type S, drawings that are not prepared electronically. 6. Cabinets are to be constructed with 1 x white pine framing, Grade NS, Class 50 for all structural and non-structural glazing, 10. Coordinate the interruption of existing Tenants) of the adjacent occupied space( utilities with the 3/4' plywood sides and bottoms and 11/4, plywood backing. s). b. Forma relative to the requirements of this Section will Doors are to be 314' medium density particleboard, shelving Color to be selected by Architect. be provided by Architect to the successful Contractor 3/4' medium density particleboard for spans to 36',1-1/16' for 08 1113 - STEEL DOORS AND FRAMES It. Obtain and pay for all testing from approved testing after award of the Construction Contract, spans from 36' to 48'. Shelf supports shall be multiple holes i. Joint Cleaner as recommended by sealant manufacturer. Joint laboratories for material testing required by applicable with dual pins. Primer -Sealer as recommended b sealant manufacturer. Bond regulatory agencies and codes. y I. Provide and install steel doors and frames complying 1. Hardware Is to include European St le x 110 degree Breaker Material recommended by sealant manufacturer, self- with the Steel Door institute 'Recommended specifications 12. Conduct periodic progress meetings with Tenant and p y g adhesive type inhere possible. for Steel doors and Frames' at locations shown oafr7ii�.,-;�_ N_14:27i1f p p g g opening hinges; 4' aluminum wire drawer and door pulls, drawings. Exterior doors and frames are to compry with`' `� the Architect. 05 50 53 MISCELLANEOUS METAL FABRICATIONS Drawers are to have 100 Ib, standard extension heavy duty 8, sealant Backer Rod: Rod stock of of eth lens slides , wind velocity, suction and wind pressures as required by polyethylene jacketed polyurethane foam or other flexible, non- Chapter 16 of the Florida Building Code. 13, Provide a temporary protected facility for use by the . Contractor, Tenant and the Architect durin construction. 1. Metal fabrications includes items made from steel and aluminum absorbent, non -bituminous materials recommended by sealant g �. Countertops are to be 314 medium densit particleboard shapes, plates, bars, strips, tubes, pipes and castings which are not p y p manufacturer. 2. Submit product data and shop drawings. 14. Coordinate locations for em to ee Arkin material apart of structural or other metal systems specified elsewhere. with 1-112' leading edge unless shown otherwise on the p y parking, drawings with matching backs lashes delivery and site storage with the Tenant. g 9 p . For ether services, provide products .especially formulated for 3. Submitt documentation that exterior doors and frames 2. Miscellaneous metals are to include primed steel, galvanized the proposed use and approved in advance by the Architect. meet the requirements of the Florida Building Code for 15. Provide and a For orar ewer, water and steel and aluminum. 9. install all cabinets plumb, true and level at locations shown wind velocities, wind pressure and suction. p y tem p y p on the drawings. Adequately secure to solid backing S. Primers: Use only those primers, which have been tested for sanitary Facilities.. provided b others. . 3. Although such work is not specificaliy indicated, furnish and p y durability on the surfaces to be sealed and are specifically 4. Exterior doors are to be 16 gauge seamless sheet and 16. Maintain qualified personnel at the site at all times install all supplementary or miscellaneous items, appurtenances and recommended for this Installation by the manufacturer of the frames 14 gauge welded steel, all hot dipped galvanized. q p devices Incidental to or necessar for a sound, secure and 10. Solid Palymer Fabrications shall have a maximum deflection sealant used. � during construction. y of 1116' over 12'. complete installation. 5. Interior doors are to be 16 gauge sheet steel and Z li. Em to contractors, 10. Back-up Materials: Use only those back-up materials which Interior frames 16 gauge, all shop primed. p y subcontractors, and related 4. T es of work of this Section include miscellaneous framing, 11. Comply with manufacturer's written Instructions for the are specifically recommended for this installation by the personnel who have experience in the satisfactory yp installation of solid Poi mer Fabrications. Utilize fasteners, , performance of work of similar com lexit miscellaneous steel and aluminum angles, shapes and trim. y manufacturer of the sealant used, which are non-absorbent and 6. Fire rated doors and frames shall bear labels of a' - p p y• adhesives and bonding agents recommended by manufacturer which are non -staining. recognized testing laboratory certifying acceptance of GC 5. Submit manufacturer's product data for manufactured items to for type of installation indicated. Material that is chipped, the required fire rating and maximum temperature rise. I8. Submit periodic pay requests with supporting data to p warped, hazed or discolored as a result of installation or q g p � the Architect for review and approval or to the Tenant as Include specifications, anchor details and installation instructions. p i1. Masking Tape: For masking around joints, provide an U. pp fabrication methods will be rejected. appropriate masking tape which will eFfectively prevent 1 t 1. Ali doors to be 1-3/4' thick. �- required in the tenant/Contractor agreement. 6. Submit shop drawings for fabrication and erection of application of sealant on surfaces not scheduled to receive i 19. Submit detailed costro osais to the Architect for miscellancous metal fabrications. Include plans, elevations and and which 1s removable without damage to substrate. 8. The door manufacturer is to prepare doors and frames LJJ any changes in the work that affect the construction time or details of sections and connections. Show anchorage and 012100 - THERMAL INSULATION to receive scheduled hardware. construction amount. accessory Items. Provide templates for anchor and bolt 12. Examine the areas and conditions under which work of this �- Installation by others. 1. Furnish and install mineral wool or fiberglass at locations Section will be. performed. Correct conditions detrimental to S. Install door frames at locations shown. Install Frames timel and proper completion of the work Do not proceed plumb and rigid, Set doors In Frames within clearances 20. Protect all. stored products In accordance with the shown on the drawings, y p p p � p g recommendations of the manufacturers. 1. install the work of this Section In accordance with approved until satisfactory conditions are corrected. specified in SDI -i00. Set fire rated doors with clearances shop drawings or where not shown in approved shop drawings, 2. Install the insulation between studs, in construction gaps and specified In NFPA 80. 21. Install all work In accordance with the recommendations coordinate the material and means of installation with the at other locations in the thicknesses required to meet the R- Apply only on surfaces that are dry, sound and s;w11 brushed, and of the manufacturers and to the satisfaction of the Tenant Architect using proven detalis of fabrication and support. values or the sound transmiilsston coefficients shown on the free from dust. Remove dust by mechanlcally blown compressed 10. Acceptable manufacturers Include: and the Architect. drawings, air if so required. Remove all oil and grease. Steel Surfaces: Hollow metal frames. Steel surfaces in contact with sealant, Clean a. Steelcraft 22. Obtain a Certificate of Occupancy from the regulatory 3. Acceptable manufacturers Include: as required to achieve acceptable surface for bond. Scrape b. Curries Corporation agency having jurisdiction prior to occupancy and use by the metal or wire brush to remove mill scale and rust. Use C. Republic Builders i solvent to remove oil and grease, wiping the surfaces with the Tenant. a. Thremafiber b. Certaintoed clean white rags only. 23. Submit close-out documents, as -built drawings, releases C. Owens Corning of limit, warranties, guarantees, project keys, operation and d. John3 Manville Aluminum surfaces In contact with sealants proceed to remove mainte�tance manuals and all other data required to satisfy temporary protective coatings, dirt, oil and grease. 4Lknen 081413 -FLUSH SOD DOORS . the conditions of the contractual agree�rent. V masking tape is used for protective cover, remove tl�� tape m...�x. �:: just prior to applying the sealant. Use only such salverts to 1. Furnish paint grade flush wood doors with closed gralnf r r6move rotective coatings as are re -cot mended for that a a 0'1 00 - IRESTO PiNG ' gP hardwood v�.n,�zr to receive opaque fi4nist' s meetir�g t4�+� fsN �i) -. purpo.�e by the mamifacture, of the aluminum work, and which are mire; tui requirements for Custom Grade in accordance with 1. Furnish and Install materials or combination of materials mon-staitiir�g, ,ANSi/I�DMA LS. K needed to be an effective barrier against tha spread of 13. t' n using bads -up tube or rod stocl�, avoid lengthwitse 2. All Doors are to be 1-:/4 thick 5 -ply construction. €� ' of at-asa and fia; C 3 c PIPING LEGEND DUCTWORK WORK GATE VALVE 0i BALL VALVE GENERIC HVAC ASSREVIA11ONS BALL VALVE WfTH MEMORY SINGLE LINE AIR SYSTFEi SPECIFIC Ai3 , EVIAT10NS -101111 BALL VALVE WiTH HOSE T: DEGREES FAHRENHEIT HZ HERTZ Lei AC AIR CONDITIONING iH INTAKE HOOD MEMORY STOP 'C DEGREES CELSIUS HX HEAT EXCHANGER ACC AIR COOLED CONDENSER STRAINER W/BALL VALVE, HOSE BIBB & CAP (GATE 0 DIAMETER FLOAT OPERATED VALVE ACCU AIR COOLED CONDENSING UNIT LAT COIL LEAVING AIR TEMPERATURE ANGLE VALVE (SECTION VIEW) -- C< ANGLE VALVE (PLAN VIEW) ID INSIDE DIAMETER Clo ACD AUTOMATIC CONTROL DAMPER LD LINEAR DIFFUSER -OR- LOUVERED DOOR SOLENOID VALVE ACV AUTOMATIC CONTROL VALVE IN INCHES --;X� ACU AiR CONDITIONING UNIT LEV LAB EXHAUST VALVE CONTROL VALVE, MODULATING AD ACCESS DOOR iNSUL INSULATION AF AIR FOIL AUTOMATIC FLOW CONTROL VALVE COMBINATION FLOWMETER/SHUT ADJ ADJUSTABLE KW KILOWATT AHU AIR HANDLING UNIT MA MIXED AIR �"1 ..J FLOW MEASURING DEVICE ADDL ADDITIONAL KVA KILOVOLT AMPERE ALD ACOUSTICALLY LINED DUCTWORK MD MANUAL VOLUME DAMPER SAFETY RELIEF VALVE AFD ADJUSTABLE FREQUENCY DRIVE INDICATED BY PIPE SIZE - SEE SPEC.) APD AIR PRESSURE DROP MAT MIXED AiR TEMPERATURE END CAP AFF ABOVE FINISHED FLOOR L LENGTH +IEH� AT AIR TERMINAL MUA MAKE-UP AiR GAUGE COCK AND COIL SiPHON EXHAUST AFG ABOVE FINISHED GRADE LAB LABORATORY AVS AIR VOLUME TRAVERSE STATION OAC OPEN ABOVE CEILING DIRECTION) SPT ALT ALTERNATE LB POUND AUTOMATIC AIR VENT WiTH AFD ADJUSTABLE FREQUENCY DRIVE OA OUTSIDE AIR AP ACCESS PANEL LC LATENT COOLING THERMOSTATIC AIR VENT (STEAM BDD BACKDRAFT DAMPER OAI OUTSIDE AIR INTAKE REDUCER (ECCENTRIC -FLAT ON VOLUME DAMPER (VD ARCH ARCHITECT LF LINEAR FEET Bl BACKWARD INCLINED OBD OPPOSED BLADE DAMPER PIPE GUIDE ATC ATCC AUTOMATIC TEMPERATURE CONTROL ATC COMPRESSOR LVG LEAVING CACU COMPUTER ROOM AIR CONDITIONING UNIT OED OPEN END DUCT Qa.IICK CLOSING VALVE, FUSSLE AICD ATC COMPRESSOR DRYER M ONE THOUSAND DROP (SONGLE UNE - PUN VIEW) CC COOLING COIL -� BOTTOM TAkTOf -- ATCR ATC COMPRESSOR RECEIVER MAX MAXIMUM u CD CEILING DIFFUSER PCC PRE -COOLING COIL I RISE (DOUBLE UNE - PLAN VIEW) ATV ATMOSPHERIC VENT MBH THOUSAND BRITISH THERMAL PIPE BREAK (DOUBLE LINE) CFM CUBIC FEET PER MINUTE PHC PREHEAT COIL PITCH PIPE UP IN DIRECTION OF FLOW AVG AVERAGE -- - UNITS PER HOUR CAV CONSTANT VOLUME BOX RA RETURN AIR PIPE/DUCT UNDER OBJECT/ BAS BUILDING AUTOMATION SYSTEM MCA MCC MINIMUM CIRCUIT AMPS MOTOR CONTROL CENTER DO DUAL DUCT SUPPLY AIR TERMINAL RAT RETURN AIR TEMPERATURE RD REFRIGERANT DISCHARGE (HOT GAS) VOLUME DAMPER B BOILER MECH MECHANICAL DIFF DIFFUSER RF RETURN FAN BBD BOILER BLOW DOWN MEZZ MEZZANINE DWDI DOUBLE W9DTH DOUBLE INLET RG RETURN GRILLE LINED SM PLENUM} BD BOARD MFR MANUFACTURER DWSI DOUBLE WIDTH SINGLE INLET RH RELIEF HOOD 90' CONICAL TAKEOFF TO DIFF/GRILLE W/BRANCH TAKE -OFF MANUAL VOLUME DAMPER _�. BDT BLOWDOWN TANK MH MANHOLE DX DIRECT EXPANSION RHC REHEAT COIL BF EFF BOILER FEED WATER BELOW FINISHED FLOOR MIN MOCp MINIMUM MAXIMUM OVERCURRENT EA EXHAUST AIR RL REFRIGERANT LIQUID DEM%TO REMOVED BHP BRAKE HORSEPOWER FIGURE IS SIDE SHOWN PROTECTiON EAT EXHAUST AIR TEMPERATURE RLF RELIEF BLDG BUILDING MTD MOUNTED EAT COIL ENTERING AIR TEMPERATURE RR RETURN REGISTER MANUAL VOLUME DAMPER BLR BOILER --Q ACD AUTOMATIC CONTROL DAMPER W/ACCESS DOOR EF EXHAUST FAN RS REFRIGERANT SUCTION AUTOMATIC SMOKE DAMPER W/ACCESS DOOR BOD BOTTOM OF DUCT N/A NOT APPLICABLE MOUNTED) W/ ACCESS DOOR EG EXHAUST GRILLE RTU ROOF TOP UNIT BMS BUILDING MANAGEMENT CONTROL SYSTEM NC NORMALLY CLOSED DOOR EHC ELECTRIC HEATING COIL RV ROOF VENT RETURN OR EXHAUST AIR FLOW ----[j M BOP BOTTOM OF PIPE NC NOISE CRITERIA EPHC ELECTRIC PREHEAT COIL SA SUPPLY AIR -OR- SOUND ATTENUATOR OR ® RETURN GRILLE OR REGISTER OR OR BSMT BASEMENT NIC NOT IN CONTRACT ER EXHAUST REGISTER SAT SUPPLY AiR TEMPERATURE ®OR EXHAUST GRILLE OR REGISTER BTU BRITISH THERMAL UNIT NO NORMALLY OPEN ERHC ELECTRIC REHEAT COIL SAV SUPPLY AIR VALVE 12X127 FLAT OVAL DUCTWK BTUH BRITISH THERMAL UNiT PER HOUR NO. NUMBER ESP EXTERNAL STATIC PRESSURE SCR SCREEN C CONVECTOR NOM NOMINAL TEIIPE.RATURE SENSOR OR THERMOSTAT F FAN -OR- FILTER SDET SMOKE DETECTOR ® HUMIDITY SENSOR OR HUMIDISTAT CA COMPRESSED AIR NTS NOT TO SCALE PRESSURE SENSOR F&B FACE AND BYPASS SEF SMOKE EXHAUST FAN 0 CAP CAPACITY OB OCTAVE BAND FB FAN BOX SF SUPPLY FAN CF CEILING FAN OC ON CENTER FC FORWARD CURVED SIG SUPPLY GRILLE NUMBER CL CENTERLINE OD OUTSIDE DIAMETER FA FREE AREA SGD SLIDE GATE DAMPER CLG CEILING ODP OPEN DRIP PROOF FCU FAN COIL UNIT SP STATIC PRESSURE S 1 CO CLEAN-OUT OFCI OWNER FURNISHED FPI FINS PER INCH SR SUPPLY REGISTER HWS COL COLUMN CONTRACTOR INSTALLED i50 CFM LOCATION SWDI SINGLE WIDTH DOUBLE INLET COMP COMPRESSOR SYS{ SINGLE WIDTH SINGLE INLET CONC CONCRETE OFOI OWNER FURNISHED GE GENERAL EXHAUST CONN CONNECTION OWNER INSTALLED GEV GENERAL EXHAUST VALVE TE TOILET EXHAUST CONTR CONTRACTOR OV OUTLET VELOCITY GH GRAVITY HOOD TF TRANSFER FAN CORR CORRIDOR TG TRANSFER GRILLE CUF CUBIC FEET H HUMIDIFIER TR TRANSFER CUH CABINET UNIT HEATER PCF POUNDS PER CUBiC FOOT HC HEATING COIL TSP TOTAL STATIC PRESSURE CYL CYLINDER PD PRESSURE DROP HEGA HIGH EFFICIENCY GAS ABSORBER AIR FILTER PH PHASE NEPA HIGH EFFICIENCY PARTICULATE AIR FILTER UC UNDERCUT DOOR D DRAIN PLBG PLUMBING HEV HOOD EXHAUST VALVE DB DRY BULB TEMPERATURE POS POSITION OR POSITIVE HPU HEAT PUMP UNIT VAV VARIABLE AIR VOLUME DC DRY COOLERPRESS PRESSURE HRU HEAT RECOVERY UNIT *VFD VARIABLE FREQUENCY DRIVE DDC DIRECT DIGITAL CON PRIM PRIMARY HV HEATING & VENTILATING UNITTROL Willis WIRE MESH SCREEN DDCFP DIRECT DIGITAL CONTROL FIELD PANEL PSIA POUNDS PER SQUARE INCH ABSOLUTE : AFD ALSO COMMONLY REFERED TO AS VFD DIA DIAMETER PSID POUNDS PER SQUARE INCH DIFFERENTIAL DIM DIMENSION PSIG POUNDS PER SQUARE INCH GAUGE CON I RACTOR'S EC iP 1 f ENi INSTALLATION RESPONSIBILITY ON DOWN PVC POLYVINYL CHLORIDE DP DIFFERENTIAL PRESSURE DWG DRAWING RC ROOM (NOISE) CRITERIA CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CONNECTIONS TO THE OWNER -FURNISHED MEDICAL REP REPRESENTATIVE HEADRAILS INCLUDED AS PART OF THIS PROJECT. CONTRACTOR SHALL COORDINATE WITH THE HEADRAIL EA EACH RET RETURN MANUFACTURER'S SHOP DRAWINGS ALL REQUIRED CONNECTIONS INCLUDING MEDICAL GAS (AIR, OXYGEN, AND EFF ECUH EFFICIENCY ELECTRIC CABINET UNIT HEATER REQD REQUIRED VACUUM), RECEPTACLES, VOICE/DATA OUTLETS, NURSE CALL, CODE BLUE, PHYSIOLOGICAL MONITORING ELEC ELECTRICAL REOS REQUIREMENTS OUTLETS, LIGHT SWITCHES, ETC. TO VERIFY THAT ALL NECESSARY MATERIAL AND LABOR IS PROVIDED. THIS ELEV ELEVATION RH RELATIVE HUMIDITY COORDINATION SHALL ALSO INCLUDE ALL CONDUITS, WiRING, RELAYS, ETC. NECESSARY TO EXTEND SERVICES RM ROOM FROM THE MAIN HEADRAIL COMPONENT TO EITHER A REMOTELY MOUNTED BED LOCATOR AND/OR EMER EMS EMERGENCY ENERGY MANAGEMENT SYSTEM RPM REVOLUTIONS PER MINUTE WALL -MOUNTED PATIENT BED LIGHT PROVIDED AS PART OF THE HEADRAIL PACKAGE. ENT ENTERING CONTRACTOR SHALL ALSO COORDINATE ALL MECHANICAL AND ELECTRICAL CONNECTION REQUIREMENTS FOR ALL EQUIP EQUIPMENT SC SENSIBLE COOLING OWNER -FURNISHED EQUIPMENT WITH ITS LOCATION AS SHOWN ON THE ARCHITECTURAL DRAWINGS INCLUDED IN EUH ELECTRIC UNIT HEATER SCH SCHEDULE THESE CONTRACT DOCUMENTS. EXH EXHAUST SH SENSIBLE HEAT EXP EXPANSION SOY SOLENOID OPERATED VALVE EXSTG EXISTING SPECS SPECIFICATIONS q y MECHANICAL DRAWING INDEX ETR EXISTING TO REMAIN SQ SQUARE EXTRU EXISTING TO BE REMOVED SQFT SQUARE FEET SS STAINLESS STEEL FIR FINNED TUBE RADIATION STD STANDARD FCV FLOW CONTROL VALVE STDBY STANDBY MOA MECHANICAL ABBREVIATIONS, LEGENDS AND MOTES FFOP FIREFIGHTERS OVERRIDE PANEL STL STEEL FG FIBERGLASS SUCT SUCTION MiA MECHANICAL SPECIFICATIONS FLEX FLEXIBLE SUP SUPPLY FLR FLOOR M2.1 PARTIAL SECOND FLOOR ICRA PLAN FLRDR FMS FLOOR DRAIN FACILITY MANAGEMENT CONTROL SYSTEM TA THROW -AWAY M3.1 DEMOLITION PLAN SECOND FLOOR MECHANICAL TAV THERMOSTATIC AIR VENT FP FIRE PROTECTION TEFC TOTALLY ENCLOSED FAN COOLED M4.1 RENOVATION PLAN SECOND FLOOR MECHANCIAL FPM FEET PER MINUTE TEL TELEPHONE FT FEET TEMP TEMPERATURE M5.1 MECHANICAL DETAILS AND SCHEDULES FT/SEC FEET PER SECOND TOD TOP OF DUCT FURN FURNISHED TONS TONS OF REFRIGERATION FVNR FULL VOLTAGE NON -REVERSING TOT' TOP OF PIPE G GAS TYP TYPICAL GA GAUD GAL GALLONS UH UNIT HEATER GALV GALVANIZED GHD GROUND V VENT GPH GALLONS PER HOUR VV VARIABLE VOLUWE GPM GALLONS PER MINUTE VEL VELOCITY GRD GRADE (GROUND LEVEL) VERT VERTICAL G'AG GYPSUM WALL BOARD VTR VENT THROUGH ROOF H HEIGHT W WIDTH HCPD HANDICAPPED W4/ WITH HD HEAD V/0 WITHOUT HP HORSEPOWER WS WZT BULB TEMPERATURE HPG HIGH PRESSURE GAS IOUs %DE FLANGE HR HOUR WG WATER GAUGE MT WITH RESPECT TO 01.1-a TRANSFORMER 'hYDRONIC SYS S PECIF C A IR ATIO' NS AS AIR SEPARATOR HWPHC HOT WATER PfO4EAT COIL AV AUTOMATIC AIR VENT HI tHC HOT WATER REHEAT COIL 4 HW,R HOT WATER RETURN CH CHILLER HWW'S HOT WATER SUPPLY 4 CHEF, CHEMICAL FEED HWS H HOT WATER UNIT HEATER CHWW CHILLED VIA17k LWT LEAVING WATER TaIPERATUftE > CHVIR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY MAV MANUAL AIR VIENT CT COOLING TOW II MuW MAKE UP WATM CMD COt*_U11G TOWER BLOW DOWN CTW COOLING TOVWER WATER NPS NET POSITIVE SUCTION HEAD Cly 'A COOLING TOWER WATER RETURN NPSHA NET POSITIVE SUCTION HEAD AVAILABLE CTW16 COOLING TOWER WATER SUPPLY NPSHR NET POSITIVE SUCTION HEAD REQUIRED CW CONDENSER WcAiER CWid CONDENSER WATER RETURN OS&Y OUTSIDE STW AND YOKE CWS CONDENSER WATER SUPPLY P PULP OOV DRAIN OFF VALVE PHX PLATE HEAT EXCHANGER ET EXPANSION TANK PROCHW PROCESS CHILLED WATER 1 EWT ENTERING WATER TEMPERATURE PROCHWrR PROCESS CHILLED WATER RETURN PROCHWS PROCESS CHILLED WATER SUPPLY GR GLYCOL GS GLYCOL SUPPLY S(XXX) SECONDARY (SYSTEM DEPENDENT PREFIX) ' GYP GYPSUM BOARD T(XXX) TERTIARY (SYSTEM DEPENDENT PREFIX) HB HOSE BIBB TDH TOTAL DYNAMIC HEAD : HCR HOT OR COLD WATER RETURN DUAL TEMP HCS HOT OR COLD WATER SUPPLY (DUAL TEMP) UV UNIT VENTILATOR HRC HEAT RECOVERY COIL - GLYCOL HW HOT WATER WCC WATER COOLED CONDENSER HWCUH HOT WATER CABINET UNIT HEATER WCCU WATER COOLED CONDENSING UNiT HW HC HOT WATER HEATING COIL WPD WATER PRESSURE DROP i J i i 7 J 0 7 J 3 J 7 PIPING LEGEND DUCTWORK WORK GATE VALVE 0i BALL VALVE ---1 �1- BALL VALVE WfTH MEMORY SINGLE LINE STOP (BALANCING VALVE) -101111 BALL VALVE WiTH HOSE l BIBB, CAP & CHAIN (DRAIN VALVE) Lei BUTTERFLY VALVE 'JAI- BUTTERFLY VALVE WITH MEMORY STOP (BALANCING VALVE) ROUND SUPPLY DUCT DN PRESSURE REDUCING VALVE CHECK VALVE STRAINER W/BALL VALVE, HOSE BIBB & CAP (GATE VALVE FOR STEAM) FLOAT OPERATED VALVE TRIPLE DUTY VALVE --� STRAINER, DUPLEX ANGLE VALVE (SECTION VIEW) -- C< ANGLE VALVE (PLAN VIEW) STRAINER, BASKET TYPE Clo W/DRAIN VALVE, HOSE BIBB & CAP SOLENOID VALVE AUTOMATIC CONTROL VALVE SUPPLY DUCT DOWN --;X� MOTORIZED BUTTERFLY VALVE THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR THREE WAY AUTOMATIC CONTROL VALVE AUTOMATIC FLOW CONTROL VALVE COMBINATION FLOWMETER/SHUT OFF/BALANCING VALVE (CIRCUIT SETTER) CALIBRATED BALANCING VALVE STANDARD SQUARE ELBOW WITH TURNING VANES SUPPLY/RETURN EXHAUST VENTURI FLOW METER �"1 ..J FLOW MEASURING DEVICE 4 VACUUM BREAKER FLOW SWITCH SAFETY RELIEF VALVE UNION OR FLANGE (AS /EXHAUST INDICATED BY PIPE SIZE - SEE SPEC.) BLIND FLANGE 7 END CAP PRESSURE GAUGE WTH GAUGE COCK R Fw � R(0) RISE OR DROP SUPPLY/RETURN/ +IEH� STEAM PRESSURE GAUGE WITH A GAUGE COCK AND COIL SiPHON EXHAUST THERMOMETER STEAM TRAP PUMP (TRIANGLE INDICATES FLOW DIRECTION) SPT PRESSURE/TEMPERATURE V.T-U AV DUCT AUTOMATIC AIR VENT WiTH ISOLATION VALVIL }•MAY MANUAL AIR VENT QTAV W/BRANCH TAKE -OFF THERMOSTATIC AIR VENT (STEAM ONLY) REDUCER (ECCENTRIC -FLAT ON VOLUME DAMPER (VD BOTTOM OR FLAT ON TOP) REDUCER (CONCENTRIC) FLEXIBLE CONNECTION I= EXPANSIOaa4 JOINT PIPE GUIDE SYSTEMS ONLY) BULLHEAD CONVERGE RETURN/EXHAUST ANCHOR ' TICK OPEN!NG VALVE (USED WnTH BLOW DOWN) -v mac--- Qa.IICK CLOSING VALVE, FUSSLE LINK (USED WITH FUELS) ---�3 RISE (SINGLE ILP E - PLk4 MEW) VOLUME DAMPER DROP (SONGLE UNE - PUN VIEW) - - -- fr TOT' TAKEOFF -� BOTTOM TAkTOf -- --- ---- -- PIPE BREAK (oSI 'GI LINZ) -----� DIRT LEG u -OFF VOLUME DAMPER CO __71 CLEAN-OUT I RISE (DOUBLE UNE - PLAN VIEW) DROP (DOUBLE LINE - PLAN VIEW) PIPE BREAK (DOUBLE LINE) DIRECTION OF FLOW IN PIPE UP '-"s PITCH PIPE UP IN DIRECTION OF FLOW ON ' PITCH PIPE D00 IN DIRECTION OF FLOW -- - NEW WORK EXISTING MTD DiFF/GRILLE DEMO/EXISTING TO BE REMOVED PIPE/DUCT UNDER OBJECT/ STRUCTURE / SLAB W/BRANCH TAKE -OFF FUTURE T -STAT WIRING LINETYPE CENENERAL NOTES 1. PERFORM WORK STRICTLY AS REQUIRED BY RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES AND LAMS OF LOCAL, STATE AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LEGAL JURISDICTION OVER THE SITE. THE COMPLETE INSTALLATION SHALL COMPLY WITH THE OUTLINED IN SPECIFICATION SECTION 15000 / 16000 AS WELL AS THE FOLLOWING: - FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH CARE FACILITIES 2010. - FLORIDA BUILDING CODE 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, MECHANICAL - 2010 ED111ON WiTH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, PLUMBING - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, GAS - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES - 2010. - FLORIDA BUILDING CODE, FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION. 2. FIRE ALARM SEQUENCE OF OPERATION: A. ALL AIR HANDLING UNITS, (AHU & RTU), SHALL BE INTERLOCKED WITH THE FIRE ALARM SYSTEM AND UPON ACTIVATION OF THE SMOKE ZONE'S FIRE ALARM SYSTEM THE AIR HANDLING UNIT SERVING THE EFFECTED ZONE SHALL SHUT DOWN. B. GENERAL EXHAUST FANS AND FIRE/SMOKE DAMPERS TO BE INTERLOCKED WITH ASSOCIATED AHU/RTU. UPON AHU/RTU SHUT -DOWN (MANUAL OR FROM SIGNAL FROM FIRE ALARM SYSTEM), ALL ASSOCIATED GENERAL EXHAUST FANS SHALL 'STOP' AND FIRE/SMOKE DAMPERS CLOSE C. ISOLATION EXHAUST FANS SHALL RUN CONTINUOUSLY. THEY ARE NOT TO 'STOP' WITH THE ACTIVATION OF THE FIRE ALARM SYSTEM OR THE SHUT -DOWN OF THE ASSOCIATED UNIT. THE ISOLATION FANS SHALL ONLY BE 'MANUALLY' SHUT -DOWN. D. THE AHU/RTU & ASSOC. EXHAUST FANS SHALL REMAIN 'OFF', AND THE ASSOC. DAMPER REMAIN CLOSED UNTiL THE FIRE ALARM SYSTEM HAS BEEN RESET. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MATERIALS AND LABOR TO PROVIDE A COMPLETE, OPERATIONAL SYSTEM. 4. PROVIDE TEMPORARY DUCT ENDCAPS DURING CONSTRUCTION TO KEEP DUCT INTERIOR CLEAN. 5. COORDINATE ALL DIFFUSER/GRILLE INSTALLATIONS WITH ARCHITECTURAL REFLECTED COUNG PLANS. 6. ALL NEW MANUAL VOLUME DAMPERS INSTALLED SHALL BE FLAGGED WITH FLUORESCENT ORANGE SURVEYORS TAPE FOR IDENTIFICATION. 7. FIRE STOP ALL PENETRATIONS OF FIRE -RATED WALLS, FLOOR AND CEILINGS, ALL FIRE -RATED PENETRATIONS SHALL BE FIRE STOPPED AT THE END OF EVERY WORK DAY AND PERMANENTLY AT THE COMPLETION OF THE PROJECT. 8. CONTRACTOR SHAD_ VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND CORRECT, AS REQUIRED, TO MEET ALL THE CODES, REGULATIONS, AND DISCREPANCIES BETWEEN EXISTING WORK SHOWN ON DRAWINGS AND WHAT IS INSTALLED ON SITE. 9. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES. 10. CONTRACTOR SHALL MAKE THE REQUIRED PROVISIONS FOR BRINGING IN ALL MECHANICAL EQUIPMENT INTO THE BUILDING AND TO iTS FINAL INSTALLATION LOCATION. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE, AND/OR SMOKE RATING OF ALL PENETRATIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING DIMENSIONS PRIOR TO ORDERING MATERIALS AND iNSTAWNG EQUIPMENT. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER WORK. MAKE REASONABLE MODIFICATIONS IN LAYOUT AND COMPONENTS TO PREVENT CONFLICT WiTH WORK OF OTHER TRADES. SIGNIFICANT MODIFICATIONS IN LAYOUT AND COMPONENTS SHALL RECEIVE PRIOR REVIEW BY A/E. SUCH MODIFICATIONS SHAD_ NOT BE GROUNDS FOR ADDITIONAL COMPENSATION TO CONTRACTOR. 13. CONTRACTOR SHALL GIVE 24 HOUR NOTICE IN WRITING TO, AND RECEIVE WRITTEN APPROVAL FROM THE BUILDING ADMINISTRATOR (OR APPOINTED REPRESENTATIVE) PRIOR TO SHUT DOWN OF ANY SYSTEM OR DISRUPTION OF SERVICE TO ANY AREA. CONTRACTOR SHALL ALSO COORDINATE THE EXACT LOCATION AND TIMING OF SYSTEM(S) SHUT DOWN POINTS WiTH THE OWNER REPRESENTATIVE. CONTRACTOR SHALL MAKE EVERY EFFORT POSSIBLE TO MINIMIZE THE DOWNTIME OR DISRUPTION OF ANY SYSTEMS. 14. ROUTE ALL DUCTWORK ABOVE CEILINGS UNLESS INDICATED OTHERWISE. 15. PROVIDE ACCESS PANELS iN NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 16. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING EXISTING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY EQUIPMENT/MATERIALS. 17. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT LEAD TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DEUVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 18. THE DESIGN iS BASED UPON THE EQUIPMENT OF THE MANUFACTURER SCHEDULED. ALTERNATE EQUIPMENT MANUFACTURERS SPECIFIED WILL BE ACCEPTABLE SUBJECT TO MEETING THE SCHEDULED PERFORMANCE, MEETING THE SPECIFIED REQUIREMENTS AND COORDINATION WITH OTHER TRADES. IF CONTRACTOR CHOICES TO UTILIZE AN ALTERNATE EQUIPMENT MANUFACTURER, THEN COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A. STRUCTURE SUPPORT FOR EQUIPMENT INCLUDING FOR ROOFTOP EQUIPMENT COORDINATION OF STRUCTURAL ROOF FRAMING PLAN. B. MAINTAINING REQUIRED SERVICE CLEARANCE FOR EQUIPMENT. C. DUCT AND PIPING CONNECTIONS FOR EQUIPMENT. D. ELECTRICAL POWER REQUIREMENTS FOR EQUIPMENT. E. CONTROL REQUIREMENTS FOR EQUIPMENT. F. ANY AMTIONAL ENGINEERING DESIGN AND DESIGN FEE. 19. THE CONTRACTOR PROVIDING THE EQUIPMENT SHALL BE RESPONSIBLE FOR ALL COST INCURRED BY THE CONTRACTOR AND SUBCONTRACTORS TO MODIFY THE BUILDING PROVISIONS TO ACCEPT THE FURNISHED EQUIPMENT. 20. CAP RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT RETURN FR OIJ THE CONSTRUCTION ZONE. MINIMIZE SYSTEM SUPPLY AiR PROVIDED TO CONSTRUCTION ZONE. 21. EXISTING SYSTEMS TO REMAIN IN SERVICE WfMILE NEW SYSTEMS ARE MADE OPERATIONAL, CONSTRUCTION ZONES EXCLUDED. 22. COORD114ATE CONSTRUCTION PHASING AND CONSTRUCTION ZONE CONTAINMENT REQUIREMENTS WITH OWNER AND THEIR ICRA REQ UiR£1,4iaiTS. ARCHITECTURAL. HVAC PLANS, SPECIFICATIONS A,ND/011 PRESSURE CONTAINMENT DETAIL. 23. PROIADc TURNING VANES IN 50' SQUARE THROAT E3.8OVr_1 24. READ THE SPECIFICATIONS 25, THIS CONTRACTOR STALL BASE HIS PROPOSAL UPI,°+ THE EQUIPi:11:NT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND MODEL NUMBERS AS CALLED FOR iii THE SPECIFICATIONS AND SCHM- ULED ON THE L%RAWINGS. IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MAINUFACTLRERS EQUIP61ENT WAY BE USED IN THIS CONTRACTOR'S PROPOSAL SO LeNG AS THEY MEET THE SCHEDULED PERFORMANCE. 26. FOR ALL U.L RATED PENETRATIONS THE CONTRACTOR SHALL COORDINATE WITH THE FACILITY FOR MANUFACTURER AND TYPE TO BE USED. INSTALL THE U.L RATED SEALANTS PER THE MANJFACTURER'S RECOMMENDATIONS. 27. THE CONTRACTOR MAY UTILIZE EQUIVALENT SIZM Wre'ORK ROUND, RECTANGULAR OR OVAL DUCT. RENOVATION NOTES 1. WW WERE EXISTING SURFACES ARE DISRUPTED DUE TO THE REMOVAL OF EXISTING EQUIPMENT OR DUCTWORK. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DISRUPTED SURFACES TO MATCH EXISTING ADJACENT SURFACES. 2. EXISTING CONDITIONS AS SHOYM ON THE DRAMNGS ARE TAKEN FROM ORIGINAL DRAWINGS OF THE BUILDING AND IN PART ARE UNVEDIFIED. FIELD CONDITIONS SHALL GOVERN. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO INI nAim OF WORK. 3. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING PIPING BROKEN DURING CONSTRUCTI(X4 SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL 4. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS APPROVED BY THE AUTHORITIES HAVING JURISDICTION TO THE ARCHITECT/ENGINEER FOR ANY PIPING CONFIGURATIONS AND SIZES THAT DIFFER FROM THOSE SHOWN ON HVAC DRAWINGS AS A RESULT OF EXISTING SITE CONDITIONS AND/OR EXISTING PIPING LOCATIONS. 5. NEW WORK SHALL BE SUPPORTED BY THE MAIN BUILDING STRUCTURE. DO NOT ATTACH TO EXISTING DUCTWORK, PIPING. EQUIPMENT OR CONDUIT. 6. REPAIR ALL DAMAGE CAUSED BY MOVING. RIGGING OR SETTING IN PLACE ANY SYSTEMS ASSOCIATED WITH THIS PROJECT AS REQUIRED. PATCH. REPAIR AND RETURN ALL FINISHES TO ORIGINAL CONDITION. 7. COORDINATE WiTH GENERAL CONTRACTOR TO PATCH ALL EXISTING WALLS, FLOORS, CEILINGS, ETC., AS REQUIRED BY NEW WORK & DEMOUTiON. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL MATERIALS BEING REMOVED. 9. THE WORK INCLUDES EXISTING SERVICES OR EQUIPMENT WHICH MAY REQUIRE RELOCATION OR REROUTING OF EXISTING AND/OR NEW WORK AS A RESULT OF THE CONSTRUCTION. THIS WORK SHALL BE PERFORMED BY CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AND OWNER WITH NO ADDITIONAL COMPENSATION. 10. EXISTING HARD CEILING, TiLE CEILING, LIGHT FIXTURES AND OTHER FIXTURES ARE TO BE REMOVED AND REPLACED AS NECESSARY TO PERFORM THE REQUIRED HVAC RENOVATION. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB #089 VOICE 407.246.1688 FAX 407.246.1664 http://www.palfic.com E -Mail to: peiOpelfla.com Copyright - All ideas, designs, methods and plans indicated or represmted by this drawing ore 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. 0pyright 2005 DUCTWORK WORK No. 3731.E SINGLE UNE OR IF DRAWN DOUBLE UNE SINGLE LINE OR IF DRAWN DOUBLE UNE . ?3�sritil, ROUND RETURN OR ROUND SUPPLY DUCT UP EXHAUST DUCT UP 2-- � ROUND SUPPLY DUCT DN RETURN U DUCT --� RETURN ..144. SUPPLY DUCT UP DUCT DOWN EXHAUST SUPPLY DUCT DOWN DUCT UP EXHAUST DUCT DOWN STANDARD SQUARE ELBOW WITH TURNING VANES SUPPLY/RETURN EXHAUST �"1 ..J ROUND RETURN OR EXHAUST DUCT DN HORIZONTAL OFFSET SUPPLY/RETURN STANDARD RADIUS ELBOW /EXHAUST SUPPLY/RETURN EXHAUST R(D) R Fw � R(0) RISE OR DROP SUPPLY/RETURN/ +IEH� EXHAUST ROUND SPLIT TAKE -OFF DUCT W/ BRANCH DAMPERS SUPPLY 90* W/BRANCH TAKE -OFF VOLUME DAMPER (VD IN LOW PRESSURE BULLHEAD SPLIT SUPPLY SYSTEMS ONLY) BULLHEAD CONVERGE RETURN/EXHAUST �- IL W/BRANCH TAKE -OFF VOLUME DAMPER CEILING DUCT -� SIDEWALL DUCT MTD REGISTER/GRILLE W/BRANCH TAKE --- MTD DIFF GRiLLE W/BRANCH TAKE -OFF -OFF VOLUME DAMPER VOLUME DAMPER SUPPLY SIDEWALL LINEAR DIFFUSER CEILING DUCT -- - (W/ f INTERNALLY LINED SM PLENUM MTD DiFF/GRILLE ® BRANCH CONN W VD W/BRANCH TAKE -OFF FOR EVERY 4. OF VOLUME DAMPER LINEAR SUPPLY CEILING ACOUSTICALLY LINED DUCT �� LINEAR DIFFUSER (W/ 1- INTERNALLY LINED SM PLENUM} BRANCH CONN W/VD lk- 90' CONICAL TAKEOFF TO DIFF/GRILLE W/BRANCH TAKE -OFF MANUAL VOLUME DAMPER _�. FOR EVERY 4' OF LINEAR OPEN END BOOT BY LD MFR -•- DUCT W & 1/2'x1 2" WMS c�--ISTING 20x10 -z' DUCT SIZE FIRST 20x10 DEM%TO REMOVED FIGURE IS SIDE SHOWN rel ICS OR ROOF EXHAUST FAN ICS SHO%N ON ROOF MANUAL VOLUME DAMPER --Q ACD AUTOMATIC CONTROL DAMPER W/ACCESS DOOR OR ROOF EXHAUST FAN ----fl S AUTOMATIC SMOKE DAMPER W/ACCESS DOOR SHOWN ON FLOOR PLAN SD SMOKE DETECTOR (DUCT MOUNTED) W/ ACCESS DOOR 75?- UNDERCUT DOOR (75 CFM) OR FD FIRE DAMPER W/ACCESS DOOR SPACE PRESSURE RELATIONSHIP F/SD COMBINATION FIRE/SMOKE DAMPER W/ACCESS DOOR RETURN OR EXHAUST AIR FLOW ----[j M MOTORIZED DAMPER SUPPLY AIR FLOW OR ® RETURN GRILLE OR REGISTER OR OR STANDARD 4 -WAY BLOW SUPPLY DIFFUSER f ®OR EXHAUST GRILLE OR REGISTER OR --- � -�- 3 -WAY SLOWSUPPLY DIFFUSER Lai 12X12 SQUARE DUCTWORK Oil 2 -WAY BLOW SUPPLY DIFFUSER 12x0 ROUND DUCT"ORK °i �-- I-WAY BLOW SUPPLY DIFFUSER OR 12X127 FLAT OVAL DUCTWK CALL W' VIUB-OLS POINT OF CONNECT&I tD TEIIPE.RATURE SENSOR OR THERMOSTAT POINT OF DEMARCATION ® HUMIDITY SENSOR OR HUMIDISTAT 0 PRESSURE SENSOR 1 _-- SECTION DESIGNATIGd 0 DIFFERENTIAL PRESSURE SHEET NUMBER iAO INDOOR AIR QUALITY MONITOR STATION 1 4- DETAIL DESIGNATi014 H3.1 SHEET NUMBER �- TYPE OF FIXTURE (SEE SCHEDULE) AREVISION NUMBER 100 (F REFERENCE NUMBER ---TYPE TYPE OF FIXTURE (SEE SCHEDULE) 'CD -E, MEANS EXISTING' �8xt6--� S150 S 1 SUPPLY OR RETURN AIR RISER DESIGNATION CFM LOCATION L DUCT SIZE (W x H) GRILLE SiZE HWS PIPING SYSTEM RISER DESIGNATION / �TYPE OF FIXTURE (SEE SCHEDULE) 8x6 � i50 CFM LOCATION `DUCT SiZE (W x H) CENENERAL NOTES 1. PERFORM WORK STRICTLY AS REQUIRED BY RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES AND LAMS OF LOCAL, STATE AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LEGAL JURISDICTION OVER THE SITE. THE COMPLETE INSTALLATION SHALL COMPLY WITH THE OUTLINED IN SPECIFICATION SECTION 15000 / 16000 AS WELL AS THE FOLLOWING: - FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH CARE FACILITIES 2010. - FLORIDA BUILDING CODE 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, MECHANICAL - 2010 ED111ON WiTH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, PLUMBING - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, GAS - 2010 EDITION WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES - 2010. - FLORIDA BUILDING CODE, FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION. 2. FIRE ALARM SEQUENCE OF OPERATION: A. ALL AIR HANDLING UNITS, (AHU & RTU), SHALL BE INTERLOCKED WITH THE FIRE ALARM SYSTEM AND UPON ACTIVATION OF THE SMOKE ZONE'S FIRE ALARM SYSTEM THE AIR HANDLING UNIT SERVING THE EFFECTED ZONE SHALL SHUT DOWN. B. GENERAL EXHAUST FANS AND FIRE/SMOKE DAMPERS TO BE INTERLOCKED WITH ASSOCIATED AHU/RTU. UPON AHU/RTU SHUT -DOWN (MANUAL OR FROM SIGNAL FROM FIRE ALARM SYSTEM), ALL ASSOCIATED GENERAL EXHAUST FANS SHALL 'STOP' AND FIRE/SMOKE DAMPERS CLOSE C. ISOLATION EXHAUST FANS SHALL RUN CONTINUOUSLY. THEY ARE NOT TO 'STOP' WITH THE ACTIVATION OF THE FIRE ALARM SYSTEM OR THE SHUT -DOWN OF THE ASSOCIATED UNIT. THE ISOLATION FANS SHALL ONLY BE 'MANUALLY' SHUT -DOWN. D. THE AHU/RTU & ASSOC. EXHAUST FANS SHALL REMAIN 'OFF', AND THE ASSOC. DAMPER REMAIN CLOSED UNTiL THE FIRE ALARM SYSTEM HAS BEEN RESET. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MATERIALS AND LABOR TO PROVIDE A COMPLETE, OPERATIONAL SYSTEM. 4. PROVIDE TEMPORARY DUCT ENDCAPS DURING CONSTRUCTION TO KEEP DUCT INTERIOR CLEAN. 5. COORDINATE ALL DIFFUSER/GRILLE INSTALLATIONS WITH ARCHITECTURAL REFLECTED COUNG PLANS. 6. ALL NEW MANUAL VOLUME DAMPERS INSTALLED SHALL BE FLAGGED WITH FLUORESCENT ORANGE SURVEYORS TAPE FOR IDENTIFICATION. 7. FIRE STOP ALL PENETRATIONS OF FIRE -RATED WALLS, FLOOR AND CEILINGS, ALL FIRE -RATED PENETRATIONS SHALL BE FIRE STOPPED AT THE END OF EVERY WORK DAY AND PERMANENTLY AT THE COMPLETION OF THE PROJECT. 8. CONTRACTOR SHAD_ VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND CORRECT, AS REQUIRED, TO MEET ALL THE CODES, REGULATIONS, AND DISCREPANCIES BETWEEN EXISTING WORK SHOWN ON DRAWINGS AND WHAT IS INSTALLED ON SITE. 9. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES. 10. CONTRACTOR SHALL MAKE THE REQUIRED PROVISIONS FOR BRINGING IN ALL MECHANICAL EQUIPMENT INTO THE BUILDING AND TO iTS FINAL INSTALLATION LOCATION. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE, AND/OR SMOKE RATING OF ALL PENETRATIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING DIMENSIONS PRIOR TO ORDERING MATERIALS AND iNSTAWNG EQUIPMENT. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER WORK. MAKE REASONABLE MODIFICATIONS IN LAYOUT AND COMPONENTS TO PREVENT CONFLICT WiTH WORK OF OTHER TRADES. SIGNIFICANT MODIFICATIONS IN LAYOUT AND COMPONENTS SHALL RECEIVE PRIOR REVIEW BY A/E. SUCH MODIFICATIONS SHAD_ NOT BE GROUNDS FOR ADDITIONAL COMPENSATION TO CONTRACTOR. 13. CONTRACTOR SHALL GIVE 24 HOUR NOTICE IN WRITING TO, AND RECEIVE WRITTEN APPROVAL FROM THE BUILDING ADMINISTRATOR (OR APPOINTED REPRESENTATIVE) PRIOR TO SHUT DOWN OF ANY SYSTEM OR DISRUPTION OF SERVICE TO ANY AREA. CONTRACTOR SHALL ALSO COORDINATE THE EXACT LOCATION AND TIMING OF SYSTEM(S) SHUT DOWN POINTS WiTH THE OWNER REPRESENTATIVE. CONTRACTOR SHALL MAKE EVERY EFFORT POSSIBLE TO MINIMIZE THE DOWNTIME OR DISRUPTION OF ANY SYSTEMS. 14. ROUTE ALL DUCTWORK ABOVE CEILINGS UNLESS INDICATED OTHERWISE. 15. PROVIDE ACCESS PANELS iN NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 16. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING EXISTING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY EQUIPMENT/MATERIALS. 17. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT LEAD TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DEUVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 18. THE DESIGN iS BASED UPON THE EQUIPMENT OF THE MANUFACTURER SCHEDULED. ALTERNATE EQUIPMENT MANUFACTURERS SPECIFIED WILL BE ACCEPTABLE SUBJECT TO MEETING THE SCHEDULED PERFORMANCE, MEETING THE SPECIFIED REQUIREMENTS AND COORDINATION WITH OTHER TRADES. IF CONTRACTOR CHOICES TO UTILIZE AN ALTERNATE EQUIPMENT MANUFACTURER, THEN COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A. STRUCTURE SUPPORT FOR EQUIPMENT INCLUDING FOR ROOFTOP EQUIPMENT COORDINATION OF STRUCTURAL ROOF FRAMING PLAN. B. MAINTAINING REQUIRED SERVICE CLEARANCE FOR EQUIPMENT. C. DUCT AND PIPING CONNECTIONS FOR EQUIPMENT. D. ELECTRICAL POWER REQUIREMENTS FOR EQUIPMENT. E. CONTROL REQUIREMENTS FOR EQUIPMENT. F. ANY AMTIONAL ENGINEERING DESIGN AND DESIGN FEE. 19. THE CONTRACTOR PROVIDING THE EQUIPMENT SHALL BE RESPONSIBLE FOR ALL COST INCURRED BY THE CONTRACTOR AND SUBCONTRACTORS TO MODIFY THE BUILDING PROVISIONS TO ACCEPT THE FURNISHED EQUIPMENT. 20. CAP RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT RETURN FR OIJ THE CONSTRUCTION ZONE. MINIMIZE SYSTEM SUPPLY AiR PROVIDED TO CONSTRUCTION ZONE. 21. EXISTING SYSTEMS TO REMAIN IN SERVICE WfMILE NEW SYSTEMS ARE MADE OPERATIONAL, CONSTRUCTION ZONES EXCLUDED. 22. COORD114ATE CONSTRUCTION PHASING AND CONSTRUCTION ZONE CONTAINMENT REQUIREMENTS WITH OWNER AND THEIR ICRA REQ UiR£1,4iaiTS. ARCHITECTURAL. HVAC PLANS, SPECIFICATIONS A,ND/011 PRESSURE CONTAINMENT DETAIL. 23. PROIADc TURNING VANES IN 50' SQUARE THROAT E3.8OVr_1 24. READ THE SPECIFICATIONS 25, THIS CONTRACTOR STALL BASE HIS PROPOSAL UPI,°+ THE EQUIPi:11:NT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND MODEL NUMBERS AS CALLED FOR iii THE SPECIFICATIONS AND SCHM- ULED ON THE L%RAWINGS. IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MAINUFACTLRERS EQUIP61ENT WAY BE USED IN THIS CONTRACTOR'S PROPOSAL SO LeNG AS THEY MEET THE SCHEDULED PERFORMANCE. 26. FOR ALL U.L RATED PENETRATIONS THE CONTRACTOR SHALL COORDINATE WITH THE FACILITY FOR MANUFACTURER AND TYPE TO BE USED. INSTALL THE U.L RATED SEALANTS PER THE MANJFACTURER'S RECOMMENDATIONS. 27. THE CONTRACTOR MAY UTILIZE EQUIVALENT SIZM Wre'ORK ROUND, RECTANGULAR OR OVAL DUCT. RENOVATION NOTES 1. WW WERE EXISTING SURFACES ARE DISRUPTED DUE TO THE REMOVAL OF EXISTING EQUIPMENT OR DUCTWORK. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DISRUPTED SURFACES TO MATCH EXISTING ADJACENT SURFACES. 2. EXISTING CONDITIONS AS SHOYM ON THE DRAMNGS ARE TAKEN FROM ORIGINAL DRAWINGS OF THE BUILDING AND IN PART ARE UNVEDIFIED. FIELD CONDITIONS SHALL GOVERN. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO INI nAim OF WORK. 3. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING PIPING BROKEN DURING CONSTRUCTI(X4 SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL 4. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS APPROVED BY THE AUTHORITIES HAVING JURISDICTION TO THE ARCHITECT/ENGINEER FOR ANY PIPING CONFIGURATIONS AND SIZES THAT DIFFER FROM THOSE SHOWN ON HVAC DRAWINGS AS A RESULT OF EXISTING SITE CONDITIONS AND/OR EXISTING PIPING LOCATIONS. 5. NEW WORK SHALL BE SUPPORTED BY THE MAIN BUILDING STRUCTURE. DO NOT ATTACH TO EXISTING DUCTWORK, PIPING. EQUIPMENT OR CONDUIT. 6. REPAIR ALL DAMAGE CAUSED BY MOVING. RIGGING OR SETTING IN PLACE ANY SYSTEMS ASSOCIATED WITH THIS PROJECT AS REQUIRED. PATCH. REPAIR AND RETURN ALL FINISHES TO ORIGINAL CONDITION. 7. COORDINATE WiTH GENERAL CONTRACTOR TO PATCH ALL EXISTING WALLS, FLOORS, CEILINGS, ETC., AS REQUIRED BY NEW WORK & DEMOUTiON. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL MATERIALS BEING REMOVED. 9. THE WORK INCLUDES EXISTING SERVICES OR EQUIPMENT WHICH MAY REQUIRE RELOCATION OR REROUTING OF EXISTING AND/OR NEW WORK AS A RESULT OF THE CONSTRUCTION. THIS WORK SHALL BE PERFORMED BY CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AND OWNER WITH NO ADDITIONAL COMPENSATION. 10. EXISTING HARD CEILING, TiLE CEILING, LIGHT FIXTURES AND OTHER FIXTURES ARE TO BE REMOVED AND REPLACED AS NECESSARY TO PERFORM THE REQUIRED HVAC RENOVATION. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB #089 VOICE 407.246.1688 FAX 407.246.1664 http://www.palfic.com E -Mail to: peiOpelfla.com Copyright - All ideas, designs, methods and plans indicated or represmted by this drawing ore 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. 0pyright 2005 Jose A. Marques, PE, FL Reg. No. 37313 .� No. 3731.E .4 STATE-CBFW . ?3�sritil, Jose A. Marques, PE, FL Reg. No. 37313 �l Q 0 03 C) r� i s U E d 0 rra ca i 0 co C Piz i P7 0 cv, 0 a i Ln a; E C7 z C G) E U a a c., a Q> .-1 x M 0 a E U 0 0 E v rn I r2 0 N aD v O UJ v J tV E U I MECHANICAL SPECIFICATIONS GENERAL MECHANICAL REQUIREMENTS DIVISION 15 GENERAL EXECUTION MAINTENANCE MANUALS AIR DISTRIBUTION EQUIPMENT: ELECTRICAL TEST AND BALANCE: DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND DIN AND SCHEDULE THE WORK WWTH THE OWNER TO MINIMIZE DISRUPTIONS TO COORDINATE PROVIDE COMPLETE MAINTENANCE MANUALS {3 REQUIRED) ON ALL NEW EQUIPMENT. FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS AS SCHEDULED ON THE PROVIDE ALL 24 VOLT WIRING BETWEEN CONTROL DEVICES AS NECESSARY TO MAKE THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING AND OPERATIONAL SYSTEM. PROVIDE 11O /24 VAC TRANSFORMERS AS DATA: SUPPLEMENTAL CONDITIONS AND DIVISION 1 SPECIFICATIONS APPLY TO WORK SPECIFIED THE NORMAL OPERATIONS AT THE BUILDING. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE DESIGN DRAWINGS. PRICE MAY BE SUBSTITUTED AS AN EQUAL. COMPLETE COORDINATE NTH DIVISION 16 FOR 120V POWER ROUGH -IN, CONTROL IN THIS SECTION.REQUIRED. ALL LOCATIONS OF EQUIPMENT DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY-DUTY, 2 -INCH, 3 -RING VINYL -COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON POWER AND WIRING. 24 VOLT WIRING SHALL BE PLENUM RATED CABLE. ALL CONTROL 1. DATE, TiME, WEATHER, WHEN TEST TAKEN. TRANSFORMERS SHALL BE CLASS 11. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING SCOPE OF WORK IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE THE DESIGN DRAWINGS AND SHALL BE ALL STEEL CONSTRUCTION. AIR DISTRIBUTION DB/WB) WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. ALL THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION "LL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: SHALL NOT EXCEED NC -30 NOiSE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. WORK SHALL BE INSTALLED TO ENSURE MAXIMUM HEADROOM, BALANCED OPERATION 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD DUCTWORK: 5. DRIVE TYPES, SIZES AND SPEED RANGE. FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. • OPERATING AND MAINTENANCE INSTRUCTIONS 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. INCLUDING HEATING, VENTILATING, AIR CONDITIONING AND MISCELLANEOUS SYSTEMS AS • SPARE PARTS UST MATERIALS: GALVANIZED STEEL (G-90) OF GAUGES CONFORMING TO LATEST EDITION 7. HYDRONIC FLOWS AND TEMPERATURES THROUGH NEW HEATING AND COOLING COILS. INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. COORDINATE WITH OTHER TRADES AND FiELD-VERIFY EXISTING CONDITIONS FOR EXACT a COPIES OF WARRANTIES OF SMACNA STANDARDS BASED ON THE FOLLOWING PRESSURE UNLESS SPECIFICALLY LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS WRING DIAGRAMS NOTED OTHERWISE ON THE DRAWINGS. ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF RELATED WORK SPECIFIED ELSEWHERE AS REQUIRED. a INSPECTION REPORTS & APPROVALS EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG NTH THE WRITTEN • SHOP DRAWINGS AND PRODUCT DATA 1. SUPPLY AIR: 2 IN. W.G. POSITIVE PRESSURE TEST AND BALANCE REPORT. MAINTENANCE MANUALS REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON a TEST AND BALANCE INFORMATION 2. RETURN AIR: 1 IN. W.G. NEGATIVE PRESSURE CONJUNCTION WITH THE MECHANICAL WORK. THIS CONTRACTOR IS RESPONSIBLE FOR THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND 3. EXHAUST AiR: 1 IN. W.G. POSITIVE/NEGATIVE PRESSURE PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ALL CONDUIT, WIRING, JUNCTION BOXES, ETC., REQUIRED FOR HVAC CONTROLS. APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION TRAINING SERVICES ORGANIZE OPERATiNG AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE INSTALL DUCT SMOKE DETECTOR FURNISHED BY DIVISION 16 IN SUPPLY AIR DUCTS OF LOCATIONS, TYPES AND SIZES. ALL DIMENSIONS ARE INSIDE NET FREE AREA. SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY-DUTY, 2 -INCH, 3 -RING AIR HANDLING UNITS EXCEEDING 2000CFM AND MERE INDICATED ON DRAWINGS. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLA11ON THOROUGHLY INSTRUCT THE OWNERS REPRESENTATIVE IN THE OPERATION OF ALL VINYL -COVERED BINDERS WTH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE DETECTOR TO .SHUT UNIT DOWN WHEN ACTIVATED. OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING EQUIPMENT FURNISHED. AND LOCATION OF ALL VALVES AND CONTROL DEVICES. ADJUSTABLE SPUTTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: SUBSTITUTIONS TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON START-UP ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN PROVIDE ALL PENETRATIONS REQUIRED TO COMPLETE INSTALLATION AND REMOVAL OF WORK MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNERS ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE - OPERATING AND MAINTENANCE INSTRUCTIONS - SPARE PARTS UST THESE SPECIFICATIONS SHALL BE CONSIDERED AS SPECIFIED STANDARD OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. FITTED WiTH AiR TURNS CONSISTING OF CURVED AiRFOIL BLADES OR VANES WHICH WILL - COPIES OF WARRANTIES ENGINEER. PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. -WRING DIAGRAMS ARCHITECT/ENGINEER. - NSPECTiON REPORTS dl: APPROVALS ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECTS THE ELECTRICAL ALL ROOF CUTS AND REPAIRS SHALL BE PERFORMED BY OWNER APPROVED ROOFING PROVIDE REMOTE CABLE DAMPER OPERATORS FOR DAMPERS INSTALLED IN HARD - SHOP DRAWINGS AND PRODUCT DATA REQUIREMENTS SHALL BE COORDINATED BY THE MECHANICAL CONTRACTOR AND CONTRACTOR IN ORDER TO MAINTAIN ROOF WARRANTY. SYSTEM IDENTIFICATION CEILINGS WHEN ACCESS TO DAMPERS IS NOT AVAILABLE. THE CABLE OPERATORS - TEST AND BALANCE INFORMA11ON EQUIPMENT VENDOR WITH THE ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. SHALL INCLUDE CABLE AND WIRE, SOCKET WRENCH OPERATOR WiTH MOUNTING FAILURE OF MECHANICAL CONTRACTOR AND VENDOR TO DO SO WiLL NOT BE CAUSE CLEANING, TESTING AND ADJUSTING: EQUIPMENT TAGS ON DESIGN DRAWINGS DO NOT NECESSARILY REFLECT BUILDING BRACKETS AND CABLE CLAMP AND ALL NECESSARY MOUNTING HARDWARE TO ATTACH FOR CHANGE OF BID AT A LATER TiME. IT WILL NOT BE THE RESPONSIBILITY OF THE EQUIPMENT TAGS. DRAWING TAGS ARE FOR THIS PROJECT ONLY AND ARE TO BE USED TO DAMPER SHAFTS AND DUCTWORK. THE OPERATOR SHALL BE INSTALL IN AN ELECTRICIAN TO COORDINATE REVISED ELECTRICAL REQUIREMENTS DUE TO EQUIPMENT CHANGES INITIATED BY THE MECHANICAL CONTRACTOR AND VENDOR. IN ADDITION, THE THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, ONLY FOR REFERENCE. COORDINATE SPECIFIC EQUIPMENT TAG INDICATIONS WITH BUILDING ENGINEER AND ANY BUILDING AUTOMATION SOFTWARE FOR CORRECT AND ACCESSIBLE LOCATION OR PROVIDED- WITH AN ACCESS PANEL. THE REMOTE CABLE DAMPER OPERATORS SHALL BE AS MANUFACTURED BY YOUNG REGULATOR COMPANY MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED ACCURATE REFERENCE TAGS. OR EQUAL FROM VENTLOCK. CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED FOR PERFORMANCE TESTS ACCESS DOORS CODES AND STANDARDS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND SHAD_ BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY FURNISH IN DUCTWORK AS INDICATED AND WHEREVER NECESSARY FOR PROPER ACCESS APPLICABLE CODES: TESTING: SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR TO ALL INSTRUMENTS, CONTROLS, FIRE DAMPERS, MOTORIZED DAMPERS AND EQUIPMENT -- FG] GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH EQUIPMENT NAME AND %" FOR EQUIPMENT INFORMATION. AND FOR CONVENIENT INSPECTION, MAINTENANCE AND REPLACEMENT OF SAME. SIZE SHALL BE AMPLE FOR USAN. OPENINGS SHALL BE REINFORCED ON ALL SIDES WITH CARE FACILITIES 2010. CONDENSATE DRAINS SHALL BE TESTED BY TEMPORARILY PLUGGING ALL OUTLETS AND MATERIAL OR DUCTWORK N WHICH DOORS ARE INSTALLED. - FLORIDA BUILDING CODE - 2010 EDITION WITH SUPPLEMENT'S AND LOCAL FILLING THE SYSTEM WITH WATER TO THE LEVEL OF THE HIGHEST VENT STACK. THE HANGERS AND SUPPORTS AMENDMENTS. - FLORIDA BUILDING CODE, MECHANICAL - 2010 EDITION WITH SUPPLEMENTS AND SYSTEM MUST BE INSPECTED AND ALL LEAKS REPAIRED AND THE TEST REPEATED UNTiL THE WATER LEVEL DOES NOT DECREASE FOR A PERIOD OF 24 HOURS. PROVIDE ALL NECESSARY DUCTWORK AND PIPE SUPPORTS, HANGERS, RODS, CLAMPS HARDWARE - USE VENT LOK HARDWARE THROUGHOUT. ALL DOORS TO BE HINGED LOCAL AMENDMENTS. AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND WITH BRASS PIN HINGES AND WiTH QUICK OPENING LATCHES AS FOLLOWS: - FLORIDA BUILDING CODE, PLUMBING - 2010 EDITION NTH SUPPLEMENTS AND ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT LOCAL AMENDMENTS. DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. 1. REACH -IN DOORS TO 18 IN. HIGH. - FLORIDA BUILDING CODE, GAS - 2010 EDITION WITH SUPPLEMENTS AND LOCAL BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO 2. TWO (2) #150 HINGES W/ONE #90 LATCH. AMENDMENTS. OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. - FLORIDA BUiLDING CODE, TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES HIGH VELOCITY FIRE DAMPER DOORS -DOORS SHALL OPEN TO INSIDE OF DUCT; BE - 2010. - FLORIDA BUILDING CODE, FLORIDA ENERGY EFFICIENCY FOR BUILDING PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS THE USE OF BALING WIRE, NATURAL OR SYNTHETIC FABRIC STRAPS, OR PERFORATED HELD IN PLACE BY PRESSURE -SENSITIVE LATCHES FOR MANUAL OR VACUUM RELEASE; CONSTRUCTION. REQUIRED. REFER TO SHOP DRAWINGS AND SUBMITTAL SECTION. TEST AND BALANCE METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. FURNISHED WITH CHAIN RETAINER AND HANDLE; SUCH AS UNITED TYPE AR -2. DOORS REPORTS BY NON -APPROVED CONTRACTORS WILL BE REJECTED. SHALL BE INSTALLED DOWNSTREAM OF DAMPERS WHEREVER POSSIBLE WARRANTY/GUARANTEE: THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL THIS CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE (3) COPIES OF A TEST AND INSULATION: FEES. BALANCE REPORT TO THE ENGINEER AT TiME OF SUBSTANTIAL COMPLETION INSPECTION. THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF THE TEST AND BALANCE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS-CORNING, JOHNS MANVILLE, ENVIRONMENTAL DESIGN CONDI110NS BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL INSULATION SUNDRIES AND BUREAU MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OUTDOOR DESIGN CONDITIONS BASED ON ASHRAE DATA FOR ORLANDO, FLORIDA MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION IN A CONDITIONS OF 94F DB, 79F WB, WITH WINTER CONDITIONS OF 35f WINTER DRY BULB. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS RETURN AIR PLENUM. INDOOR DESIGN CONDITIONS BASED ON STANDARD OFFICE ENVIRONMENT OF 75T t27 DATA: SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY W TH AND 50% 110% RELATIVE HUMIDITY. 1. DATE, TiME, WEATHER, WHEN TEST TAKEN. MANVILLE R SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED EQUAL PRODUCTS 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING HEAT INGIVENTILATING/AIR CONDITIONING SPECIFICA-DONS iNSULA11ON TO HAVE TYPE 11 FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF: FLAME SPREAD 25, SMOKE DEVELOPED 50, FUEL CONTRIBUTED 50. INSTALL ALL EQUIPMENT, ETC., SHALL BE NEW, AS SPECIFIED, FREE OF DEFECTS, AS SHOWN ON DB/WB) 3. STATIC PRESSURE THROUGH UMTS AND UNIT COMPONENTS. SCOPE OF WORK: INSULATION PER SRECNA, FLORIDA MODEL ENERGY EFFICIENCY CODE RIND MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED W,1H THE DRAWINGS, AND AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICALLY POWERED EQUIPMENT SHALL BE U.L OR E.T.L. LISTED. 4, MOTOR OPERATING VOLTAGE AND AMPERAGE. REVISE SUPPLY, RETURN AND ADD EXHAUST DUCTWORK PER THE PLANS. GLASS FABRIC AND MASTIC. 5. DRIVE TYPES, SIZES AND SPEED RANGE. WORKMANSHIP 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. EQUIPMENT: MINIMUM INSULATION THICKNESSES ARE AS FOLLOWS: 7. GPM AT AHU, CHW TEMP. IN AND -OUT, PRESSURE DROP. • SUPPLY AND RETURN AIR IN UNCONDITIONED SPACE: 1.5" (R-6.5 MIN.) ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE AIR HANDLING UNIT: SUPPLY AND RETURN AIR IN CONDITIONED INTERIOR SPACE: i.0" {R-4.3 MIN.) MANNER NTH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF • OUTSIDE AIR: 1.5 (R-6.5 MIN.) AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN NOT USED. SUPPLY AIR N CEILING RETURN AIR PLENUM: 1.0" (R-4.3 MIN.) REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TEST AND BALANCE REPORT. TRADES. • RETURN AIR IN CEILING RETURN AIR PLENUM: NOT REQUIRED MAINTENANCE MANUALS TEMPORARY AHL: • DUCTWORK OUTSIDE OF BUILDING: 3' {R-8.3 MIN.} MECHANICAL CONTRACTOR SHALL DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM MECHANICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK. LEAVE THE PREMISES BROOM CLEAN INSOFAR AS AFFECTED BY MECHANICAL WORK. PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. NOT USEDB. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE PROPER INSULATION AND MOISTURE -SEAL N A MANNER THAT WILL PERMANENTLY ALL DUCTWORK AND PIPING NOT OPERATIONAL DURING CONSTRUCTION SHALL BE SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY-DUTY, 2 -INCH, 3 -RING PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF CAPPED UNTIL FINAL CONNECTIONS ARE MADE. VINYL -COVERED BINDERS WTH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE CONDENSATE DRAINS: OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY ALL RETURN GRILLES ON ALL HVAC SYSTEMS BEING OPERATED DURING CONSTRUCTION THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO SHALL HAVE FILTER MEDIA COVERING RETURN AIR OPENINGS TO PRE -FILTER AiR. THE OMER AT TIME OF SUBSTANTIAL COMPLETION: NOT USED. BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM FILTER MEDIA TO BE REMOVED AT THE COMPLETION OF CONSTRUCTION. THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. • OPERATING AND MAINTENANCE INSTRUCTIONS CONTROLS SHOP DRAWINGS AND SUBMITTALS • SPARE PARTS LIST SUBMIT FOR ENGINEER'S APPROVAL, A N1,*tMUM OF 2 PRINTED COPIES OF SHOP COPIES OF WARRANTIES THE CONTRACTOR SHALL VERIFY THE EXISTING CONTROLS OPERATE. iF NOT NOTIFY DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND ACCESSORIES WRING DIAGRAMS THE FACILITY Or THE PROBLENg SO THEY CAN MAKE ARRANGEMENTS FOR CORRECTING . PRiOR TO PURCHASE AND/OR FABRICATION. c INSPECTION REPORTS & APPROVALS • SHOP DRAWINGS AND PRODUCT DATA SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING 0 TEST AND BALANCE INFORMATiON CONNECTIONS SHALL INCLUDE COMPLETE' %MING DIAGRAMS. TRAINING SERVICES SUBMITTAL PACKAGE FOR HVAC EQUIPMENT SHALL INCLUDE A COPY OF THE CERTIFICATION OF PROPOSED TEST AND BALANCE SUBCONTRACTOR. THE TEST AND THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATiON OF ALL BALANCE CONTRACTOR SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). HVAC SUBMITTALS EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. WILL NOT BE REVIEWED %1' HOUT TEST AND BALANCE CERTIFICATION DOCUMENTATION. QUALIFICATIOF1S OF MULTIPLE TEST AND BALANCE CONTRACTORS ARE ACCEPTABLE (TO TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS 014 START-UP ACCOMPUSH COMPETITIVE BIDDING OF WORK). CONTRACTOR SHALL SUBMIT FOR AND SHUTDOM PROCEDURES, TROUBLESHOOTING PROCEDURE -S, SERVICING AND APPROVAL THE PROPOSED TEST AND BALANCE CONTRACTOR AT THE TIME OF BID. PR&ENTATIVE MAII�iTENANCE SCHEDULE AND PROCEDURES. RE'vIE V WITH THE OWNER'S PERSONNEL. THE DATA CONTAINED IN THE; OPERATING AND MAINTENANCE MANUALS. WrLEN PROVIDED, THE DUCTWORK SHOE' DRA'ONGVS WILL ONLY BE REVIEMD FOR SCHEDULE "I AINIMG WITH OMIER', PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE DUC"N-'?RK SHOE' ARQ41TECT%ENGINEER. DRAWNGS WILL NOT BE CHECKED FOP COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE. IT IS THE RESPONS'S'ILUTY OF THE CONTRACTORS TO SYSTEM IDENTIFICATION COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTPA COMPONENTS. RECORD DRAWINGS EQUIPMENT TAGS 011 DESIGN DRAWINGS DO NOT NECESSARILY REFLECT BUILIDING EQUIPMENT TAGS. DRAWING TAGS ARE FOR THIS PROJECT ONLY AND ARE TO BE USED CONTRACTOR SHALL PROVIDE THE ENGINEER %'0 (2) SETS OF COMPLETE HVAC ONLY FOR REFERENCE. COORDINATE SPECIFIC EQUIPMENT TAG INDICATIONS VtgTH RECORD GRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. RECORD DRAWINGS ENGINEER AND ANY BUILDING AUTOMATION SOFTWARE FOR CORRECT AND ACCURATE ACCURATE REFERENCE TAGS. SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND AUTOCAD DRAWING FILES (RELEASE 2010 OR NEWER). RECORD DRAWINGS SHALL CONSIST OF AN ACCURATE AS -BUILT RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND ACCURATE RECORD DRAWINGS ARE DELIVERED. EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY ACCESS DOORS SECURED TO EQUIPMENT. THE LETTERING SHALL BE A M1141MUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND %" FOR EQUIPMENT INFORMATION. CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12 IN,X12 IN.) FOR DAMPERS, VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED HANGERS AND SUPPORTS TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. FIRE RATED ACCESS DOORS IN FIRE PROVIDE ALL NECESSARY DUCTWORK AND PIPE SUPPORTS, HANGERS, RODS, CLAMPS RATED WALLS OR CEILINGS SHALL BEAR A U.L LABEL FOR FIRE RATING REQUIRED. AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT 1. WA(1; ACORN NO. 8211-H3, DRYWALL TYPE, PRIME COATED STEEL, CONCEALED AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. HiNGE TYPE WITH ALLEN KEY LOCK ON REMOVABLE DOOR FOR PAINTED SURFACES. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO FOR TiLE USE ACORN NO. 8212-H1, SATiN FiNISH 18-8 STAINLESS STEEL. FOR PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. PLASTER WALLS, USE ACORN NO. 8212-H3 PRIME -COATED STEEL 2. EXTERIOR AREAS: SMITH 4261, ZURN NO. Z-1460-15 CAST IRON SURFACE LEVEL ACCESS COVER ASSEMBLY WiTH LIFTING DEVICE WITH Z-1450-8 FOR CONCRETE THE USE OF BALING WIRE, NATURAL OR SYNTHETIC FABRIC STRAPS, OR PERFORATED SURFACE. FOR ASPHALT CONCRETE OR EARTH SURFACE, USE ZURN NO. METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. Z-1460-15 WITH Z1450-8. 3. FLOORS SMITH 4930, ZURN NO. Z-1460-10 NICKEL BRONZE SCORIATED SECURED WARRANTY/GUARANTEE: TOP ACCESS COVER WITH UFTiNG DEVICE AND PERFORATED CONCRETE FLANGE. SIZE AS INDICATED ON DRAWINGS. USE ZURN NO. ZANB-1460-12 OR SMITH 4940 THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF FOR HINGED NON -REMOVABLE SECURED COVER. WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FU'RNISH'ING OF THE* BU1LID1NG RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB089 VOICE 40 .246.1688 FAX 407.246.1664 4http //www.ppelfla.com E -Mail to: peicpelflo.com Copyright - All ideas. designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project None of the ideas. designs, arrangements, methods or pians shop be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. @=t 11 DRAYN M.J.P. rim Cn 3 C. 0 L) 0 Do 0 O CO Q 0 L cri a} 0 c E U O La CL .61 x m G, 0 a C a, E U O 0 E v rn h M O N CKS U 0 .D a) r-. W N O J U 0 8 HYPE"R/ IC PAT. RPS. 244 {i TLS 24z�A 2 72064 J FLT. 2 6�. NEURO SLEEPLAB f OFF!CE l FAMILY WALTiNI H �`PERBARIC PAT. RM. 245 TLT. 245B HYPERBARIC PST. RM. 246 _) FLT. --0 24A ON oil r ALT. �7B T � a i C LST. --� `---� T2 0 6 2 C0RR. T206 E 5 ' 4 1 j ------------ ----------- T! T.------------------ f '----------------- 2a6-7; 4 ' � l , I f PAT. ------------ ® ® RM. STO R248 �_ ,�� t ; i i 5 -------------------� 5 FEE - 48 r 5 rL ° \ I 1---------_ I i �- ---� f R t I i 1 i'•�� j� _fit '_ J !`-- —_ I I I i t _i I ---•- I r—__ ._---'-- 1---------I It - COI i - --- -- T �� S01 Lr D �- . TLT. t SIUR. ? 4- I��r� 1 3 I I ir1 Q t LV�I� }� L t._ l� _--__I_-L �_- �� I L_ �1 tr LU8��) i V!, It I I � PAR 1L SECOND FLOOR SCALE:1 /4" = 1' - 0" war AS E A A /1 T L1 MED.; HiGH PRESSURE LINE TO BE OPEN TO ATMOSPHERE iN SPACE ADJACENT TO AREA OF WORK MAGNEHEL IC DIFFERENTIAL PRESSURE GAUGE MOUNTED ON TEMPORARY PARTITION OUTSIDE ICRA KEY NOTES AREA OF WORK. 1 PROVIDE TEMPORARY CONSTRUCTION BARRIER TO CONFINE WORK, REFER TO ARCHITECTURAL PLANS FOR DETAILS OF CONSTRUCTION BARRIER. PROVIDE ® TEMPORARY BLANK -OFF OF EXISTING BUILDING SUPPLY, RETURN AND EXHAUST. PROVIDE CONSTRUCTION EXHAUST. 0 HEPA FILTERED NEGATIVE AIR MACHINE. MACHINE SHALL BE 120V, SINGLE PHASE WITH ADJUSTABLE FAN CAPABLE OF PULLING A NEGATIVE MIN. OF \ 0.002" WC. O3 CONSTRUCTION OF CONSTRUCTION BARRIER/ENCLOSURE SO NOT TO OBSTRUCT ANY LIFE SAFETY DEVICES. IF THIS CAN NOT BE AVOIDED TEMPORARY RELOCATE DEVICE. ® PROVIDE PRESSURE DIFFERENTIAL GAUGE. LOW PRESSUXLINETO O PROVIDE TEMPORARY NEGATIVE AIR MACHINE WITH H.E.P.A. FILTRATION AND PENETRATE INTO ARECONTROL CUBE ENCLOSED FOR ALL M.E.P. WORK. NOT ENCASED BY CONSTRUCTION BARRIERS. PRESSURE GP1V DETAIL © PROVIDE STICKY MAT.. NTS 7Q CONTRACTOR SHALL PROVIDE AND INSTALL "CARBON" PRE -FILTERS ON THE HEPA FILTERED NEGATIVE AIR MACHINES WHENEVER FLOORING OR ANY OTHER UNDESIRABLE FUMES ARE BEING GENERATED DURING CONSTRUCTION. DIFFERENTIAL PRESSURE GAUGE SPECiFICA11ON ® ROUTE DISCHARGE FROM NEPA FILTERED NEGATIVE AIR MACHINE TO WINDOW. REPLACE WINDOW WITH PLYWOOD. PROVIDE A SHROUD ON EXTERIOR SIDE TO PREVENT WEATHER INTRUSION. ONCE WORK IS COMPLETE REMOVE PLYWOOD SERVICE: AIR NON-COMBUSTIBLE, COMPATIBLE GASES. (NATURAL GAS AND RE -INSTALL WINDOW. SEAL AIR TIGHT. OPTION AVAILABLE.) HOUSING: DIE CAST ALUMINUM CASE AND BEZEL, WITH ACRYLIC COVER, EXTERIOR FINISH IS COATED GRAY TO WITHSTAND 168 HOUR SALT SPRAY CORROSION TEST. ACCURACY. t2% OF FULL SCALE (t3% ON 0 AND t4% ON - OO RANGES), THROUGHOUT RANGE AT 70F (21.1'C). PRESSURE LIMITS: -20" HG. TO 15 PSIG. (0.677 BAR TO 1.034 BAR); MP OPTION; 35 PSIG (2.14 BAR), HP OPTION; 80 PSIG (5.52 BAR). GENERAL NOTE: OVERPRESSURE. RELIEF PLUG OPENS AT APPROXIMATELY 25 PSIG (1.72 fl KPA), STANDARD GAGES ONLY. 1. ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WITH RESPECT TO NON -CONSTRUCTION AREAS. THIS TEMPERATURE LIMITS: 20 TO 140F. (-6.67 TO 60'C). MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS, EXISTING EXHAUST SIZE: 4" (101.6 MM) DIAMETER DIAL FACE. DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINES DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY MOUNTING ORIENTATION: DIAPHRAGM IN VERTICAL POSITION. CONSULT COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE MANUFACTURE FOR OTHER POSITION ORIENTATIONS. RELATIONSHIPS IN ADJACENT NON -CONSTRUCTION AREAS. OPTION TO DISCHARGE HEPA FILTERED AIR FROM NEGATIVE AIR MACHINES INTO PROCESS CONNECTIONS: 1/8" FEMALE NPT DUPLICATE HIGH AND LOW ADJACENT AREAS TO BE APPROVED BY AHCA AND BUILDING SAFETY PRESSURE TAPS - ONE PAIR SIDE AND ONE PAIR BACK. OFFICER. 2. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. EXISTING FLOOR ABOVE SPACE FLEXIBLE DUCT REMOVE EXISTING EXTERIOR WINDOW AND REPLACE WIN PLYWOOD WITH OPENING FOR THE HEPA FILTER NEGATIVE AIR MACHINE FLEX DUCT DISCHARGE. SEAL PLYWOOD itfEATHER TiGHT. PROTECT DISCHARGE OPENING WITH WEATHER SHROUD TO PREVENT WEATHER INTRUSION. EXTERIOR WALL HEPA SCR MACE EXISTING LAY -IN CEILING _((((((a EXISTING RETURN n SLEEVE SEAL AIR TIGHT n AIR GRILLE 1 i�lC— 1 1` - �l�•--—�lr---� r —�1��� n FILTER "ZIP -TIED' TO DIFFERENTIAL PRESSURE FLEXIBLE DUCT n DIFFUSER /GRILLE n MONITOR P n n �1 TEMPORARY CONSTRUCTION n BARRIER WITH ZIPPER EXISTING OPENING, SEALED AT FLOOR, PHARMACY CEILING AND BOTTOM OF STRUCTURE DIPECTION OF AIR CARBON HEPA FILTERED EXISTING MOVEMENT RE -FILTER NEGATIVE AIR )CORRIDORMACHINE WALK OFF "STICKY` WALK OFF *STICK Y° MATS MATS FLOOR @ @ GASKETED TOP NOTES: 1. DPM - OCCUPIED AREA SHALL BE MAINTAINED AT POSITIVE PRESSURE RELATIVE TO THE COdSTRUCTION ZONE. PROVIDE DIFFERENTIAL PRESSURE MONITOR, DPM, NTH A MAGNENE JC GAUGE A: SAUPLE TUBES. THE CONSTRUCTION ZONE SHALL BE MAINTAIITED AT A MIN. .02' tirC. DIFFERENTIAL MINIMUM. THE CONTRACTOR AND FACILITY SHALL MONITOR/RECORD PRESSURES Cid AN HOJRLY BASIa. 2. THE COi STRUCTION ZONE SHALL BE ISOLATED FROM OCCUPIED AREAS, INCLUDING mHE CUE LING CAVITY, BY SEALING THE AREA AIR TIGHT, TO PROVIDE THE CONSTRUCTION ZONE ISOLATION SYSTEM AND MINIMIZE EXHAUST AND MAi:E UP AIR. THE EXHAUST AIR MIN. IS 4 AIR QiANG£S PER HOUR. 3. ADJUST MAKE ISP Alit ON THE AIR HANDLING UNIT SERVING THE CONSTRUCTIO ZONE AS REQUIRED TO MAINTAIN PRESSURE REQU;REMM ITS. 4. THE CONTRACTOR SHALL INSURE TIriE CONSTRUCTION ZONE IS ISOLATED FRU4 OCCUPIED AREA USING TEMPORARY PARTITIONS, GONSIhUCTION ACCESS SPACES AND CTSIRUCTIDN VESTIBULES: LOCATED BOTH BELOW AND ABOVE THE CEILING. TTHE SYSTEM(S) SHALL REMIAN IN OPERATION DURING THE ENTIRE CONSTRUCTION DURATION. 5. THE CONTRACTOR MAY UTILIZE EXISTING DOORS/PARTITIONS AS PART OF THE CONSTRUCTION ZONE ISOLATION SYSTEM, PROVIDED THEY ARE SEALED PROPERLY. RVE AND M. BUMVIED U � (ECU) DETAL 6. ON OFF RETURN GNLLE� AND FILTERS THESHL THE TOR EXH UST GRILLES NOT TO SCALE AND DIFFUSERS. CLEAN DIFFUSER AND GRILLE AND ASSOCIATED DUCTWORK IF NECESSARY. NORTH KEYPLAN — SECOND FLOOR SCALE: N.T.S PENINSULA. ENGINEERING iNC# 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB #089 VOICE 40 .246.1688 FAX 407.246.1664 http://www.pelflo.com LInc, —Map to: peiOpelfla.com ght — All ideas. designs, methods and indicated a represented by this drawing ned by and the property of peninsula ering. Inc. and were created. evolved and developed for use on and in connection he specified profecL None of the ideas. s, arrangements maihads or plans stroll ed by or disclosed to any person. firmrporation for any purpose whatsoevert the writim permission of Peninsulaering, Inc. t 2005 ��`C,E N S,,c G� O 7313 • 1. v' _.� • �NQ 'T ,�'�'.'•��� C �1.,. �.� � aro<<, �. Jost;'�r `M�frques, PE, FL Reg. No. 37313 DRAWN IA.J.P. 0 LL C., cri •i. L#.` 0 DRAWN IA.J.P. N Q J C O E V 0 o wa i _ ____ ❑ ' H�'PERBA - t Y I —`P 1RBARIC 1; , 1 t , _ F—I r PERBARi I 1 1 ! PAT. ,�T. i PAT. PAT. - RMI . ! 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J T I L . �' $ 1 �r- T __ }-''� 270 1- I , 2092 $ 1 1 1 -- LINrI $ $ , 4 _ I _ T _ I _ _ _ _ t--�.�.®_-,._..®.-,-.--....y,r...mm.�-"�-_-_--.___-__ � _ ll_ . �-- ----------- 0 _..-__.-_ 14x10 1440 $ 24AO - j- I -1 _ � - II 20 I �— � 1 FAMILY ��' 2 —[��ELEV.CASE t l� OFFICE T , �, ELEV. TI k A�T MEC., ®EMOLMON PLAN SECOND FLOOR — MECHANICAL SCALE: 1 /4" = 1' - 0" MECHANICAL PLAN KEY NOTES: 0 EXISTING 14"0 SUPPLY AIR DUCT FEED FROM EXISTING A/C UNIT #6 IN EXISTING MECHANICAL ROOM. 2O EXISTING 28x10 RETURN AIR DUCT FEED FROM EXISTING A/C UNIT #6 IN EXISTING MECHANICAL ROOM. Q3 EXISTING 14x10 EXHAUST AIR DUCT EXHAUSTED FROM EXISTING EXHAUST FAN EF -15 ON ROOF. ® EXISTING 1100 EXHAUST AIR DUCT EXHAUSTED FROM EXISTING EXHAUST FAN EF -16 ON ROOF. Q CONTRACTOR SHALL REMOVE EXISTING SUPPLY AIR DUCT AND SUPPLY AIR DIFFUSER TO POINT OF DEMARCATION. CONTRACTOR SHALL PATCH AND SEAL EXISTING SUPPLY AIR DUCT AIR TIGHT WHERE REMOVAL OCCURS. ® CONTRACTOR SHALL REMOVE EXISTING RETURN AIR DUCT AND RETURN AIR GRILLE TO POINT OF DEMARCATION. CONTRACTOR SHALL PATCH AND SEAL EXISTING RETURN AIR DUCT AIR TIGHT WHERE REMOVAL OCCURS. GENERAL NOTES 1 • EXISTING DUCTWORK -AND EXISTING CFM'S WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT BE THE CFM QUANTITY OR LOCATED AND CONFIGURED AS INDICATED. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS. CFM'S AND SIZES OF ANY DUCTWORK OR SYSTEM BEING REUSED. ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 089 VOICE 40 246.1688 FAX 407.246.1664 http://www.pelflo.com E -Mail to: peMpelfla.com Copyright — All ideas, designs, methods and pians indicated or represented by this dr"ing 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. `t' ►C ht •'�C,ENS,1� N No 37313 # Orr: . fl Nr I, t' Jose A. Marques, PE, FL Reg. No. 37313 • Q C> 00 u Co 1'M s U l " 4 0 co Q C) I C) I a i IL , a1 C a Z a� i� O w a C 0 a c a� E V O 0 ' E 0 00 �t- ` oi 1 r2 0 (V a0 , V d W N Q J C O E V 0 o wa i _ ____ ❑ ' H�'PERBA - t Y I —`P 1RBARIC 1; , 1 t , _ F—I r PERBARi I 1 1 ! PAT. ,�T. i PAT. PAT. - RMI . ! I I I � � . �� , ___ _ _ ______ RM ��� I 12x8 ----_ --74:E -- - t __------- __ - L+ � I r Iii 1 C40 1 r----� r•----� -- -- 1 1 I, --,it H --AX �I �� - 711 �� 1 I �t x II III� 1 x 1� - L� _P! I — J T My 1 J li �T. 11 1,01 TL i . �- 1�1 °�° TLT. i1 -p T , LT. �I 1 12 4A ! !_171�, I i 24�(� - 24A 11 1124 j — --� 8„�— - i — — — — — — — -----+----—__--- r_, --- ---- I i �T a -ra J t i 1 IV 1 60 I RHC RHC i RHC RHC 180 180 I (far. 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T. � iia"TI— L �...�,...-�`� — .�. � � � 1 � i � � � i � . �-�,t. J T I L . �' $ 1 �r- T __ }-''� 270 1- I , 2092 $ 1 1 1 -- LINrI $ $ , 4 _ I _ T _ I _ _ _ _ t--�.�.®_-,._..®.-,-.--....y,r...mm.�-"�-_-_--.___-__ � _ ll_ . �-- ----------- 0 _..-__.-_ 14x10 1440 $ 24AO - j- I -1 _ � - II 20 I �— � 1 FAMILY ��' 2 —[��ELEV.CASE t l� OFFICE T , �, ELEV. TI k A�T MEC., ®EMOLMON PLAN SECOND FLOOR — MECHANICAL SCALE: 1 /4" = 1' - 0" MECHANICAL PLAN KEY NOTES: 0 EXISTING 14"0 SUPPLY AIR DUCT FEED FROM EXISTING A/C UNIT #6 IN EXISTING MECHANICAL ROOM. 2O EXISTING 28x10 RETURN AIR DUCT FEED FROM EXISTING A/C UNIT #6 IN EXISTING MECHANICAL ROOM. Q3 EXISTING 14x10 EXHAUST AIR DUCT EXHAUSTED FROM EXISTING EXHAUST FAN EF -15 ON ROOF. ® EXISTING 1100 EXHAUST AIR DUCT EXHAUSTED FROM EXISTING EXHAUST FAN EF -16 ON ROOF. Q CONTRACTOR SHALL REMOVE EXISTING SUPPLY AIR DUCT AND SUPPLY AIR DIFFUSER TO POINT OF DEMARCATION. CONTRACTOR SHALL PATCH AND SEAL EXISTING SUPPLY AIR DUCT AIR TIGHT WHERE REMOVAL OCCURS. ® CONTRACTOR SHALL REMOVE EXISTING RETURN AIR DUCT AND RETURN AIR GRILLE TO POINT OF DEMARCATION. CONTRACTOR SHALL PATCH AND SEAL EXISTING RETURN AIR DUCT AIR TIGHT WHERE REMOVAL OCCURS. GENERAL NOTES 1 • EXISTING DUCTWORK -AND EXISTING CFM'S WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT BE THE CFM QUANTITY OR LOCATED AND CONFIGURED AS INDICATED. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS. CFM'S AND SIZES OF ANY DUCTWORK OR SYSTEM BEING REUSED. ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 089 VOICE 40 246.1688 FAX 407.246.1664 http://www.pelflo.com E -Mail to: peMpelfla.com Copyright — All ideas, designs, methods and pians indicated or represented by this dr"ing 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. `t' ►C ht •'�C,ENS,1� N No 37313 # Orr: . fl Nr I, t' Jose A. Marques, PE, FL Reg. No. 37313 ff� DRAWN M.J.P. • u �,I ff� DRAWN M.J.P. V� .o I 0 co 0 j s a� E 0 cc 0 r� i a 0 00 0 0 N_ 0 CL V) E 0 z 2 Q O 0 ED fz 0 a C 0 E v 0 0 00 ai I r7 0 N 0 - U 0 U t� Q J C E U O PATIENT T0111 ET z- 06 � I I t u I I I• U ' r 1 ; I FD FD I I I I ial 19"o I I - i 270 r ` __------------- -j---------------'- r_----------------------�- I 14x10 —� I 24x10 I ! I --------- 19x10-----.----1-� --------------- -----------------'-- I I 28x10 ! r �— 10 I I EXISTING SUPPLY AND RETURN I I ( FROM EXISTING AHUIS 1 I L f �:� � �✓ -- l� .ass � : IT NA N'r RENOVAMON PLAN SECOND FLOOR - MECHANICAL SCALE:1 /4" = 1' - 0" A 'ATIENT TOILET II II II II ? 11 01—f--11-- I I TO EXISTING EF -16 II II II i I i i Lj i L, MECHANICAL PLAN KEY NOTES Q CONTRACTOR SHALL RELOCATE EXISTING RETURN AIR GRILLE TO NEW LOCATION. ® CONTRACTOR SHALL RELOCATE EXISTING SUPPLY AIR DIFFUSER TO NEW LOCATION. ® CONTRACTOR TO ADJUST EXISTING EF -15 TO EXHAUST AN EXTRA 175 CFM. GENERAL NOTES 1• EXISTING DUCTWORK AND EXISTING CFM'S WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT BE THE CFM QUANTITY OR LOCATED AND CONFIGURED AS INDICATED. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS. CFM'S AND SIZES OF ANY DUCTWORK OR SYSTEM BEING REUSED. EXISTING EQUIPMENT EXISTING CFM ADJUSTED CFM EF -15 7,615 CFM 7,790 CFM ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB #089 VOICE 401.246.16M FAX 407.246.1664 htit //Www.pelflc.com E—Matl to. pelopelfla.com Copyright — Al 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, e�_ ,,, ` I&It s . -L"p " -T, • ` Y / U T A • �- W ON Jose A. ?Alarques, PE, FL Reg. No. 37313 00 DRAWN M.J.P. SCALE: N.T.S NOTES: 1. USE TYPE "A" CONNECTION 3. OMIT DAMPERS ON EXHAUST DUCTS. ONLY FOR BRANCHES TO NO DAMPERS ARE REQ'D. ON SINGLE DIFFUSERS, TERMINAL BOXES VAV SYSTEMS BETWEEN AIR OR GRILLES FROM THE MAIN. HANDLING UNIT AND VAV TERMINAL BOXES. 2. USE TYPE "B" OR "C" BRANCH 4. USE TEE SPLIT WHERE BRANCH FLOW IS WHERE BRANCH FLOW IS 20% MORE THAN 20% OF MAIN. OR LESS OF MAIN. BRANCH DUCT DETAILS PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 ® #W9 VOICE 40 .246.1688 FAX 407.246.1664 http://www.Faina.com E—Map to: pelOpeltla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering. Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &pyr4ht 2005 3-72'13 jr It. Jose A.' Marques,` P FL Reg. No. 37313 CO r 00 '._. DIFFUSERS, REGISTERS AND MLLES SCHEDULE SEAL AIRTIGHT WITH GLASS FAB AND HANGER {TIFF.) SEAL AIRTIGHT WITH GLASS FAB AND HANGER (TYP.) MARK MANUFACTURER MODEL NUMBER MODULE SIZE NECK SIZE CFM RAN{ MIN.—MAX. MAXIMUM NECK VELOCITY MAXIMUM NC LEVEL REMARKS MASTIC (TYPICAL) SUPPORT f MASTIC (TYPICAL) SUPPORT STRAP STRAP CD -1 TITUS TMSA—AA 24"x24" 6*0 0-100 — 25 2,3,4,5,6,8 CD -1 TITUS TMSA—AA 24"x24" 8"4 100-200 — 25 2,3,4,5,6,8 Ck CD -1 TITUS TMSA—AA 24"x24' 1000 201-300 25 2,3,4,5,6,8 INSULATION SEE I SPECIFICATIONS FOR SHEET METAL DUCT INSULATION SEE SPECIFICATIONS FOR CD -1 TITUS TMSA—AA 24"x24" 12"0 301-450 - 25 2,3,4,5,6,8 SHEET METAL DUCT SEE PLANS FOR SIZE TYPE AND THICKNESS SEE PLANS FOR SIZE TYPE AND THICKNESS CD -1 TITUS TMSA—AA 24"x24' 14"0 451-600 — 25 2,3,4,5,6,8 CD -2 TITUS TMSA—AA 12"x12" 8"0 0-200 SEAL AIRTIGHT WITH SEAL AIRTIGHT WITH GLASS FAB AND CD—E EXISTING AIR DEVICE {ROUND DUCT) GLASS FAB AND MASTIC (TYPICAL.) (ROUND DUCT) CONICAL TYPE MASTIC (TYPICAL) RG -1 TITUS PAR 24"x24" 8"4 1-150 — 25 1,2,4,6 CONICAL TYPE SPIN—IN FITTING WITH SPIN—IN FITTING WITH RG -1 TITUS PAR 24'x24" 10" 151-250 25 1,2,4,6 MANUAL VOLUME DAMPER WITH LOCKABLE QUADRANT INSULATE BACK OF DIFFUSER MANUAL VOLUME DAMPER WITH LOCKABLE QUADRANT T—BAR FRAME INSULATE BACK OF DIFFUSER RG -1 THUS PAR 24"x24" 12"� 251-450 — 25 1,2,4,6 T—BAR FRAME R LEVE AND HANGER LEVER AND HANGER RG -1 THUS PAR 24'x24" 14"� 451-700 — 25 1,2, , (RECTANGULAR DUCT) (RECTANGULAR DUCT) ANGLED TAKE OFF FITTING RG -2 TITUS PAR 12"x12" 8"0 1-150 — 25 1,2,4,6 ANGLED TAKE OFF FITTING � WITH MANUAL VO DAMPER CEILING WITH MANUAL VOLUME DAMPER CEILING LAY IN RETURN \\--LAY—IN RG—E EXISTING AIR DEVICE WITH LOCKABLE QUADRANT LAY—IN CEILING DIFFUSER WITH LOCKABLE QUADRANT LEVER ALL DUCTWORK JOINTS AND SEAMS AIR GRILLE EG -1 TITUS PAR 24"x24" 800 1-150 — 25 1,3,4,6 LEVER ALL DUCTWORK JOINTS AND SEAMS SHALL BE SEALED AIR TIGHT I SHALL BE SEALED AIR TIGHT_ EG -1 TITUS PAR 24"x24' 10"o 151-250 25 1,3,4,6 RETURN AIR GRILLE DETAIL EG -1 TITUS PAR 24"x24" 12"0 251-450 — 25 1,3,4,6 SUPPLY AIR DIFFUSER DETAIL EG -1 THUS PAR 24"x24" 14'0 451-700 - 25 1,3,4,6 NOT TO SCALE NOT TO SCALE - EG -2 TITUS PAR 12"x12" 8"0 1-150 — 25 1,3,4,6 EG—E EXISTING AIR DEVICE DIFFUSERS REGISTERS AND GRILLES REMARKS. 1. CONTRACTOR TO PROVIDE 6" INSULATED PLENUM BEHIND GRILLE. ROUND BRANCH MAIN DUCT 2. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPE. PROVIDE LAY—IN MOUNTING FOR ACOUSTIC DUCT TRANSITION TO SIZE LAY—IN TILE CEILING AND SURFACE MOUNTING FOR DRYWALL, PLASTER AND OTHER CEILING TYPES EQUAL TO DEPTH AND WIDTH OF BRANCH DUCTS 3. OR WALLS. PROVIDE 4—WAY DIFFUSER PATTERNS UNLESS OTHERWISE NOTED ON PIANS. VOLUME DAMPER 4. PROVIDE RUN—OUT DUCT SIZE EQUAL TO NECK SIZING GUIDELINES ABOVE, UNLESS OTHERWISE NOTED ON PLANS. REFER TO PLANS 5. PROVIDE OPPOSED BLADE DAMPER. SPIN—IN BELLMOUTH FOR BRANCH DUCT 6. DIFFUSER/GRILLE FINISH TO BE WHITE. FITTING SIZES 7. SPECIFY "FS' OR 'FL' TO ENSURE GRILLE OPENINGS ARE HORIZONTAL DAMPERSMOUNTED ABOVEPROVIDE REMOTE MOUNTED VOLUME DAMPER 8. FORA ORREGULA OREILING, VA* wBw VOLUME DAMPER (TYPICAL) ROUND BRANCH RECTANGULAR DUCT BRANCH DUCT VOLUME DAMPER VOLUME DAMPER RECTANGULAR RECTANGULAR TO ROUND TAP TAP New NDS NOTES: 1. USE TYPE "A" CONNECTION 3. OMIT DAMPERS ON EXHAUST DUCTS. ONLY FOR BRANCHES TO NO DAMPERS ARE REQ'D. ON SINGLE DIFFUSERS, TERMINAL BOXES VAV SYSTEMS BETWEEN AIR OR GRILLES FROM THE MAIN. HANDLING UNIT AND VAV TERMINAL BOXES. 2. USE TYPE "B" OR "C" BRANCH 4. USE TEE SPLIT WHERE BRANCH FLOW IS WHERE BRANCH FLOW IS 20% MORE THAN 20% OF MAIN. OR LESS OF MAIN. BRANCH DUCT DETAILS PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 ® #W9 VOICE 40 .246.1688 FAX 407.246.1664 http://www.Faina.com E—Map to: pelOpeltla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering. Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &pyr4ht 2005 3-72'13 jr It. Jose A.' Marques,` P FL Reg. No. 37313 i� DRAWN M.J.P. CO r 00 '._. i� DRAWN M.J.P. 3 U a) a 0 CL Q C1 Go 0 A E D 0- .a - to .a - r7 a C) a� a 0 U fi E G) E U O a 01 a> x C3 2 0 a 4) E U O 0 E 0 Ln I 0 CV C>o U W 0 J E U GENERA, PLUMBING UII EMENT PLUMBING SPECIFICATIONS MEDICAL GAS SPECIFICAMONS DIVISION 15 PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS REQUIRED. SEE SHOP DRAWINGS AND SUBMITTAL SECTION. TEST AND BALANCE SCOPE OF WORK TRAINING SERVICES GENERAL TESTING GENERAL REPORTS BY NON—APPROVED CONTRACTORS WILL BE REJECTED. tco SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF SCOPE BLOWING OUT DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING INCLUDING GENERAL AND THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL SUPPLEMENTAL CONDITIONS AND DIVISION 1 SPECIFICATIONS APPLY TO WORK SPECIFIED TO THE ENGINEER AT TiME OF SUBSTANTIAL COMPLETION INSPECTION. THE TEST AND REQUIRED FOR THE FABRICATION AND INSTALLATION OF THE PLUMBING SYSTEM, DEVICES. FURNISH ALL EQUIPMENT, MATERIALS, TOOLS, LABOR AND SUPERVISION NECESSARY TO AFTER ERECTION OF THE PIPING, BUT BEFORE INSTALLING THE SERVICE OUTLET VALVES IN THIS SECTION. BALANCE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BY ASSOCIATED AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE FABRICATE AND INSTALL NON—FLAMMABLE MEDICAL GAS SYSTEMS. AND BEFORE CONNECTION THE VACUUM PUMP, AIR COMPRESSOR AND MAIN OXYGEN, AER BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING BUREAU SPECIFICATIONS. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON THE LINES SHALL BE BLOWN CLEAR OF FREE MOISTURE AND FOREIGN MATTER BY SCOPE OF WORK START—UP AND SHUT—DOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, WORK UNDER THIS SECTION SHALL INCLUDE FURNISHING, INSTALLING AND TESTING MEANS OF OiL FREE, WATER PUMPED, NITROGEN OR COMPRESSED AIR. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING RELATED WORK SPECIFIED ELSEWHERE SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. COMPLETE PIPING SYSTEMS FOR THE MEDICAL GAS SYSTEMS USTED- HEREIN, INCLUDING WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: DATA: PIPE, FITTINGS, VALVES, OUTLETS AND ALARM SYSTEMS. SYSTEMS INCLUDED IN THIS JOINT TEST PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCESREQUIRED FOR 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. REFER TO ELECTRICAL SPECIFICATION (DiV. 16) FOR ELECTRICAL WORK TO BE DONE iN CONJUNCTION WITH THE PLUMBING WORK. THIS CONTRACTOR IS REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, WORK ARE AS FOLLOWS: AFTER INSTALLING SERVICE OUTLET VALVES, THE ENTIRE SYSTEM SHALL BE SUBJECTED INCLUDING THE FABRICATION AND INSTALLATION OF PLUMBING SYSTEMS NCWATER, SOIL, WASTE, VENTING. STORM AND MISCELLANEOUS SYSTEMS AS INDICATED ON THE DESIGN 2. PUMP GPM AND INLET AND OUTLET PRESSURES. RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC. PROVIDE AT LEAST 7—DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. 1. VACUUM SYSTEM 2. MEDICAL AIR TO A TEST PRESSURE OF 150 PSI BY MEANS OF OIL—FREE, WATER PUMPED, NITROGEN OR COMPRESSED AIR FOR A PERIOD OF 24 HOURS. NO PRESSURE DRO' WILL BE DRAWINGS AND AS OUiLINED IN THESE SPECIFICATIONS. SUBSTITUTIONS SYSTEM IDENTiFlCAiION 3. OXYGEN PERMITTED EXCEPT THAT DUE TO TEMPERATURE DROP. 3. MOTOR OPERATING VOLTAGE AND AMPERAGE. RELATED WORK SPECIFIED ELSEWHERE EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGSPROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR THE SYSTEM SHALL BE COMPLETE IN EVERY RESPECT AND READY TO PLACE IN IF THE SYSTEM IS FOUND TO BE LEAKING, TEST EACH JOINT, UNDER PRESSURE, BY REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN 4. DRIVE TYPES, SIZES AND SPEED RANGE. AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED EQUIPMENT AND EACH OPERATIONAL DEVICE AND DISCONNECT.. THE LABELS OPERATION PRIOR TO ACCEPTANCE BY THE OWNER. MEANS OF SOAP TEST. A SOAP SOLUTION MiXED IN THE FOLLOWING PROPORTIONS SHALL BE USED: ONE OUNCE OF CASTILE OR PALM OIL SOAP, EIGHT OUNCES OF CONJUNCTION WITH THE PLUMBING WORK. THIS CONTRACTOR iS RESPONSIBLE FOR ALL 5. PROVIDE HOT WATER RECIRCULATING SYSTEM BALANCING INCLUDING WATER HEATER STANDARD OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE IAITH()!JT PRIOR WRITTEN APPROVAL OF THE ENGINEER. SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC CODES AND STANDARDS WATER AND FOUR OUNCES OF GLYCERINE, MIXED THOROUGHLY. WIPE JOINTS CLEAN CONDUIT, WIRING, JUNCTION BOXES, ETC., REQUIRED FOR ANY CONTROLS. ENTERING AND LEAVING WATER TEMPERATURES AND RECIRC PUMP FLOW RATES AND EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. THE LETTERING AFTER TESL FLOW RATES AND WATER TEMPERATURES AT EACH FLOW CONTROL VALVE OF THE CODES AND STANDARDS SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE RECOMMENDATIONS OF SUBSTITUTIONS RECIRCULATING SYSTEM. FOR EQUIPMENT INFORMATION. CURRENT ISSUE OF NFPA-99. LEAKS SHALL BE PROPERLY REPAIRED AND THE SYSTEMS RETESTED. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWiNGS AND WITHIN ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF THE ENTIRE SYSTEM AND ALL COMPONENTS LISTED HEREIN SHALL MEET ALL HANGERS AND SUPPORTS QUALIFICATIONS FINAL TEST THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WiTH THE WRITTEN STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE TEST AND BALANCE REPORT. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PROVIDE ALL NECESSARY, PIPE SUPPORTS, HANGER, RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT PIPING AND EQUIPMENT EQUIPMENT, VALVE BOXES, OUTLETS, ALARMS AND SiMILAR DEVICES BY DENTAL SHALL BE TWENTY—FOUR HOUR STANDING PRESSURE TEST WITH CYLINDER WATER ENGINEER. PAY ALL FEES. FROM THE BUILDING STRUCTURE. EQUIPMENT SUPPLIER. PUMPED COMPRESSED AIR OR CYLINDER WATER PUMPED NITROGEN AT 150 PSI TO MAINTENANCE MANUALS CHECK THE COMPLETENESS OF PRIOR JOINT PRESSURE TESTS. IF CYLINDER WATER ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECTS THE ELECTRICAL PRODUCTS TEST AND CERTIFICATION PUMPED NITROGEN IS USED, PARTICULAR CARE MUST BE EXERCISED TO ASSURE THAT REQUIREMENTS SHALL BE COORDINATED BY THE PLUMBING CONTRACTOR AND PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. PROVIDE ANY ANGLE IRON OR UNiSTRUT AND SUSPENSION RODS REQUIRED TO IT IS FLUSHED OUT WITH OXYGEN BEFORE PLACING SYSTEM IN SERVICE. EQUIPMENT VENDOR WITH THE ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE ALL EQUIPMENT, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS INSTALL EQUIPMENT, PIPING AND DUCTWORK. UPON INSTALLATION OF THE COMPLETE MEDICAL GAS SYSTEM A CERTIFIED INDEPENDENT FAILURE OF PLUMBING CONTRACTOR AND VENDOR TO DQ SO WILL NOT BE CAUSE FOR SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY—DUTY, 2—INCH, 3—RING SPECIFIED FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS INDICATED ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED PRIMED AND TESTING FACILITY SHALL TEST THE ENTIRE PIPING SYSTEM IN ACCORDANCE WITH IDENTIFICATION CHANGE OF BID AT A LATER TiME. IT WILL NOT BE THE ELECTRICIAN'S RESPONSIBILITY ViNYL—COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. IN THESE SPECIFICATIONS. ALL ELECTRICAL POWERED EQUIPMENT SHALL BE PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. NFPA-99 (LATEST EDITION). TO COORDINATE REVISED ELECTRICAL REQUIREMENTS DUE TO EQUIPMENT CHANGES MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE U.L. OR E.T.L. LISTED. PIPE AND TUBING SHALL BE LABELED TO INDICATE ITS GAS CONTENTS. METAL TAGS, INITIATED BY THE MECHANICAL CONTRACTOR AND VENDOR. IN ADDITION, THE PLUMBING THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE USE OF BALING WiRE OR PERFORATED METAL STRAPPING IS NOT A DOCUMENT OF CERTIFICATION FROM THE CERTIFIED INDEPENDENT TESTING FACILITY STENCILING OR ADHESIVE MARKERS MAY BE USED IF AFFIXED SO AS NOT TO BE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL CHANGES TO THE OWNER AT TiME OF SUBSTANTIAL COMPLETION: WORKMANSHIPACCEPTABLE FOR SUPPORTS. SHALL BE SUPPLIED TO THE OWNER FOR RETENTION IN THE OFFICE'S PERMANENT READILY REMOVABLE. PROVIDE AT ALL VALVES, TEES AND ELBOWS, AND NOT MORE ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. RECORDS. THE DOCUMENT OF CERTIFICATION SHALL INCLUDE THE FOLLOWING. THAN 20 FEET APART ON STRAIGHT RUNS OF PIPE. OPERATING AND MAINTENANCE INSTRUCTIONS ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WARRANTY/GUARANTEE: CODES AND STANDARDS — SPARE PARTS LIST PROFESSIONAL MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO 1. THAT THE SYSTEM IS FREE OF CROSSED CONNECTIONS. THE ENTIRE SYSTEM AND ALL COMPONENTS LISTED HEREIN SHALL MEET ALL STATE, — COPIES OF WARRANTIES — WIRING DIAGRAMS AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. NO THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE 2. THAT SYSTEM COMPONENTS PERFORM TO THE MANUFACTURER'S DESIGN COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. — INSPECTION REPORTS & APPROVALS ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TRADES. STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND SPECIFICATION. 3. THAT SYSTEM COMPONENTS AND ALARM SYSTEMS HAVE BEEN ADJUSTED IN SHOP DRAWINGS AND PRODUCT DATA CONDITION OF THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL — TEST AND BALANCE INFORMATION SHOP DRAWINGS AND SUBMITTALS FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD FEES. — PRESSURE TESTING RESULTS MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE SUBMITTALS CHLORINATION REPORTSUBMIT FOR ENGINEERS APPROVAL SHOP DRAWINGS AND MANUFACTURERS TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. PRODUCTS TRAINING SERVICES DATA FOR ALL NEW EQUIPMENT AND FIXTURES PRIOR TO PURCHASE AND OR SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL SUBMITTAL DATA FOR THE MEDICAL GAS EQUIPMENT AND MATERIALS SHALL CONSIST OF ALL EQUIPMENT, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS SPECIFIED FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR DEFECT OR REPAIRS THERETO. SHOP DRAWINGS AND/OR CATALOG CUTS SHOWING TECHNICAL DATA NECESSARY TO FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS INDICATED IN THESE THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATiON OF ALL CONTROL WIRING CONNECTIONS SHALL INCLUDE COMPLETE WRING DIAGRAMS EVALUATE THE EQUIPENT AND MATERIAL, TO INCLUDE DIMENSIONS RATINGS CONTROL SPECIFICATIONS. ALL ELECTRICAL POWERED EQUIPMENT SHALL BE U.L OR E.T.L. LISTED. EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. AS—BUILTS CONTRACTOR SHALL PROVIDE THE ENGINEER TWO(2)SETS OF WATER SUPPLY SYSTEM AND ALARM: WIRING DIAGRAMS AND OTHER DESCRIPTIVE DATA NECESSARY TO DESCRIBE COMPLETE PLUMBING AS—BUILT DRAWINGS AT THE TiME OF SUBSTANTIAL FULLY THE ITEM PROPOSED AND ITS OPERATING CHARACTERISTICS. WORKMANSHIP TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON START—UP COMPLETION. AS BUILTS SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND EXTEND WATER SERVICE AS INDICATED ON DESIGN DRAWINGS. AND SHUT—DOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND AUTOCAD DRAWING FILES [RELEASE 2007 OR LATER]. AS—BUILT DRAWINGS PROVIDE SHOCK ABSORBERS AND VACUUM BREAKERS WHERE REQUIRED. PRODUCTS ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WiTH THE OWNER'S SHALL CONSIST OF AN ACCURATE "AS—BUILT" RECORD OF THE INSTALLED PIPING MATERIALS: MANNER WiTH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCE'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. WORK. PROJECT WILL NOT BE COMPLETE UNTiL ACCURATE AS—BUILTS ARE PIPE AND FITTINGS ABOVE GROUND — TYPE L HARD COPPER AND WROUGHT AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR SCHEDULE 1RAlNING WITH OWNER, PROVIDE AT LEAST 7—DAYS PRIOR NOTICE TO DELIVERED. COPPER FITTINGS. PIPING: REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCE'S BETWEEN INVOLVED ARCHITECT/ENGINEER. ACCESS PANELS "K" TRADES. PIPE AND FITTINGS BELOW GROUND —TYPE SOFT COPPER. UNDERGROUND, CONCEALED AND EXPOSED PIPING SHALL BE SEAMLESS COPPER TUBING, SHOP DRAWINGS AND SUBMITTALS SYSTEM IDENTIFICATION CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12-X12-) FOR VALVES —BALL VALVES —ALL BRONZE, RISING STEM, DOUBLE WEDGE TAPER TYPE L HARD DRAWN ASTM DESIGNATION NO. B-819 AND BEAR ONE OF THE FOLLOWING PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND VALVES, ETC. MERE FLOORS, WALLS, AND CEILINGS MUST BE SEAT, 125 PSI STEAM PRESSURE. MARKINGS, OXY, MED, OXY/MED, ACR/OXY OR ACR/MED FOR ASSEMBLY NTH BRAZE—JOINT FITTINGS. SUBMIT FOR ENGINEER'S APPROVAL, SHOP DRAWINGS, AND MANUFACTURER'S DATA FOR EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED OF PENETRATED TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE ALL NEW EQUIPMENT AND FIXTURES PRIOR TO PURCHASE AND OR FABRICATION. ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. CHLORINATION — BEFORE BEING PLACED IN SERVICE ALL WATER DISTRIBUTION FITTINGS: SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8INCH FOR EQUIPMENT INFORMATION. EXECUTION SYSTEMS SHALL BE STERILIZED WITH CHLORINE iN ACCORDANCE WITH AWWA FITTINGS USED FOR CONNECTING COPPER TUBING SHALL BE WROUGHT COPPER, BRASS, CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS ALL LOCATIONS OF EQUIPMENT, PIPING, ETC., INDICATED ON THE DRAWINGS IS C-601-54 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS. OR BRONZE FITTINGS MADE ESPECIALLY FOR SOLDER OR BRAZED CONNECTION. BRASS SUBMITTALPACKAGE SUBMITTAL PACKAGE FOR PLUMBING EQUIPMENT SHAM ALSO INCLUDE QUALIFICATIONS ALL VALVES SHALL BE TAGGED USiNG PLASTIC LAMINATE TAGS AND SECURED WITH BRASS CHAINS. THE TAGS SHALL INDICATE THE VALVE SIZE, SERVICE AND FUNCTION DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE " INSULATE HOT WATER LINES WITH 1 RUBATEX INSULATION OR EQUAL. PIPE SHALL BE ASSEMBLED WITH SCREW TYPE BRASS FITTINGS OR WiTH BRONZE OR COPPER BRAZING TYPE FITTINGS. AND CERTIFICATIONS OF PROPOSED TEST AND BALANCE SUBCONTRACTOR. PLUMBING (IE. 2" CW, MAIN SERVICE SHUTOFF). PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WiTH OTHER TRADES. ALL WORK SHALL BE INSTALLED TO INSURE MAXIMUM HEADROOM, ION INSULATION TO BE FIRE RATED FOR USE IN RETURN AIR PLENUM. SUBMITTALS WILL NOT BE REVIEWED WITHOUT TEST AND BALANCE DOCUMENTATION. BALANCED OPERATION AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR BRACING ALLOW QUALIFICATIONS OF MULTIPLE TEST AND BALANCE CONTRACTORS IS ACCEPTABLE TQ ( HANGERS AND SUPPORTS IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN CONNECTIONS TO MISCELLANEOUS EQUIPMENT: ACCOMPLISH COMPETITIVE BIDDING OF WORK). APPROVED AND FUNCTIONAL INSTALLATION. FOR ASSEMBLING BRAZE—JOINT FITTINGS SHALL BE SiLVER BRAZING ALLOW COMPLYING PROVIDE ALL NECESSARY PIPE SUPPORTS, HANGER, RODS, CLAMPS AND ATTACHMENTS ROUGH—IN AND CONNECT WATER, WASTE, AND VENT TO COMPLETE THE WITH SPECIFICATION FOR BRAZING FILLER METAL, ANSi/AWS A5.8. AS—BUILTS TO PROPERLY INSTALL AND SUPPORT PIPING AND EQUIPMENT FROM THE BUILDING NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN INSTALLATION OF EQUIPMENT LISTED ON THE DRAWINGS. STRUCTURE. ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, FLUX CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE PLUMBING SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING PLUMBING FIXTURES SHALL BE PROVIDED COMPLETE AS SHOWN ON THE AS—BUILT DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. AS BUILTS SHALL BE PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL REQUIRED CONNEC11ON LOCATIONS, TYPES AND SIZES. DRAWINGS WITH ALL REQUIRED SUPPLY, WASTE, SOIL, AND VENT AIRCOILS FLUX OR EQUIVALENT SHALL BE EMPLOYED FOR JOINING COPPER AND BRASS PROVIDED ON REPRODUCIBLE VELLUM AND AUTO CADD DRAWING FILES [RELEASE 2007 EQUIPMENT, PIPING AND DUCTWORK. CONNECTIONS, TOGETHER WITH ALL FITTINGS, SUPPORTS, FASTENING DEVICES, OR OTHER DISSIMILAR METALS ONLY. BORAX AND ALCOHOL MIXTURES OR RESIN AND OR LATER]. AS—BUILT DRAWINGS SHALL CONSIST OF AN ACCURATE "AS—BUILT" PROVIDE ISOLATION VALVES AND UNIONS AT ALL EQUIPMENT AND AS COCKS, VALVES, AND TRAPS. SIMILAR PASTE FLUX SHALL NOT BE USED. FLUX SHALL NOT BE USED ON COPPER TO RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL ACCURATE ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO INDICATED ON DRAWINGS. COPPER JOINTS. AS—BUILTS ARE DELIVERED. PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. ALL FIXTURES SHALL HAVE STOP VALVES ON ALL WATER CONNECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FJRNISHING AND INSTALLING EXECUTION ACCESS DOORS THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR ADEQUATE AND PROPER INSULATION AND MOISTURE—SEAL IN A MANNER THAT ALL EXPOSED METAL TRIM ON ALL FIXTURES SHALL BE POLISHED CHROMIUM SUPPORTS. WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE PLATED. ALL EXPOSED PIPES EXTENDING FROM WALL SHALL HAVE CHROMIUM PREPARATION CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12"X12") FOR DAMPERS, MOISTURE ON THE EXTERIOR OF CONDENSATE DRAiN PIPING, OR OTHER PARTS PLATED BRASS ESCUTCHEON MOUNTED AGAINST WALL. EXPOSED PVC PIPING VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS WARRANTY/GUARANTEE: OF THE SYSTEM. HE SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND AND P—TRAPS ARE UNACCEPTABLE. CLEANING PLUMBING SYSTEMS. FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURROUNDING FINISHES. FIRE RATED ACCESS DOORS IN FIRE RATED WALLS OR THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THE PLUMBING FIXTIIRES SHALL BE ROUGHED—IN ACCORDANCE WITH BEFORE ERECTION. PIPE, TUBING, VALVES AND FITTINGS FOR OXYGEN SHALL BE CEILINGS SHALL BEAR A U.L. LABEL FOR FIRE RATING REQUIRED. AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. MANUFACTURER'S "ROUGH—IN INFORMATION". PROVISIONS FOR MOUNTING WALL THOROUGHLY CLEANSED OF OIL, GREASE OR OTHER COMBUSTIBLE MATERIALS BY OF ONE (1) YEAR. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE FIXTURES SHALL BE MADE WHILE THE WALL IS BEING BUILT. WASHING IN A HOT SOLUTION OF SODIUM CARBONATE OR TRISODIUM PHOSPHATE MIXED EXECUTION INSTALLATION OF THE WORK. IN THE PROPORTiONS OF ONE POUND TO THREE GALLONS OF WATER. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE DRAINAGE SYSTEM: [COORDINATE AND SCHEDULE THE WORK WITH THE OWNER TO MINIMIZE DISRUPTIONS TO ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING SCRUBBING AND CONTINUOUS AGITATION OF THE PARTS SHANK BE EMPLOYED WHERE THE NORMAL OPERATIONS AT THE BUILDING. ] HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. EXTEND PIPING AS INDICATED ON THE DRAWINGS. NECESSARY TO REMOVE DEPOSITS AND INSURE COMPLETE CLEANSING. AFTER WASHING, ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE PROVIDE ALL ROOF, WALL AND FLOOR PENETRATIONS REQUIRED TO COMPLETE MATERIALS SHALL BE RINSED THOROUGHLY WITH CLEAN HOT WATER. ALL LOCATIONS OF EQUIPMENT, PIPING, ETC., INDICATED ON THE DRAWINGS IS FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR INSTALLATION OF WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ^ALL PIPE SLOPE AFTER CLEANSING GREAT CARE MUST BE EXERCISED IN THE STORAGE AND HANDLING DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS REPAIRS THERETO. PENETRATIONS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL EQUIPMENT OR PIPE PENETRATIONS THROUGH , OF MATERIALS AND IN THE CONDITION OF TOOLS USED IN CUTTING OR REAMING TO SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCE'S WITH OTHER TRADES. ALL E WALL, ROOF AND FLOORS SHALL BE SLEEVED AND SEALED SO AS TO BE 2-1/2 INCH DIAMETER AND LESS SHALL BE INSTALLED WITH A FALL OF NOT PREVENT 011L OR GREASE BEING INTRODUCED INTO THE TUBING. WHERE SUCH WORK SHALL BE INSTALLED TO INSURE MAXIMUM HEADROOM, BALANCED OPERATION AND WATER AND AIR TIGHT. LESS THAN 1/4 INCH PER FOOT CONTAMINATION IS KNOWN TO HAVE OCCURRED. THE MATERIALS AFFECTED MUST BE CONTAMINATION SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD AND RINSED. MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. ALL ROOF CUTS AND REPAIRS SHALL BE PERFORMED BY AN APPROVED 3 INCH DIAMETER OR LARGER SHALL BE INSTALLED WITH A FALL NOT LESS COORDINATE WITH OTHER TRADES AND FIELD VERIFY EXISTING CONDITIONS FOR EXACT ROOFING CONTRACTOR IN ORDER TO MAINTAIN ROOF WARRANTY. iriAN 1/8 INCH PER FOOT AT CONTRACTOR'S OPTION, PRE—CLEANED PIPE AND FITTINGS ESPECIALLY PREPARED LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS PIPE AND FITTINGS: FOR USE AS MEDICAL GAS PIPING MAY BE USED AND THE ABOVE CLEANING MAY 6E rr AS REQUIRED. CLEANING, TESTING AND ADJUSTING: OMITTED. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THE CONTRACTOR. AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, SERVICE—WEE GHT CAST IRON WITH, NO/HUB OR BELL AND SPIGOT FITTINGS. NO UB COUPUNG SHALL CONFORM TO CISPI STANDARD 310 LATEST EDITIOfi %H ( ) E&916TION THESE DRAW?ANGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTICYia, SCHEDULES AND BALANCE, AND PEACE I^I SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVEL EQUIPMENT. ACCESSORIES AND AND SHALL BE LISTED BY NSF INTERNATIONAL. PIPE AND TUBING JOINTS x t APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. PROVIDE ISOLATION VALVES AND UNIONS AT ALL a!N'' HE SHALL FURNISH ALL LABOR, MATERIALS, EC�I:iPdwch'T AND TOOLS PIPING. S REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY DRAIN WASTE AND VENT PIPIN LOCATED IN FIRE RATED WALL � PIPING JOINTS IyJ THE PIPE AND TUBING, C: ,ENT REQUIRING SCREWED EXCEPT THOSE AT EQUIPMENT EQUIPMENT AND AS INDICATED ON DRAWINGS. THE GOVERNING AUTHORITIES. ASSEMBLIES AND RETURN AIR PLENUMS SHALL BE SERVICE—WMT CAST IRON CONNECTIONS, SHALL BE MADE WITH BRONZE BRAZE—JOINT TYPE. WROUGHT FITTINGS. CONTRACTOR SHALL BE RESPONSIBLE FON'; FURNISHING AND INSTALLING ADEQUATE AND WITH NO/HUB OR BELL AND SPIGOT FITTINGS. SUITABLE ADAPTERS SHALL BE EMPLOYED FOR THE INSTALLA11ON OF EQUIPMENT PROPER INSULATION AND MCISTURE—SEAL IN A MANNER THAT VALL PERMANENTLY NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED PROVIDED WITH THREADED CONNECTIONS, PREVENT THE ACCUMULATTON� OF ANY OBXCTTONABL.E MOISTURE ON DIE EXTERIOR AND TESTED. ALL CAST IRON SOIL POPE AND FITTINGS SHALL BE MARKED WITH THE CONDENSATE DRAIN OR STORM WATER PIPING, OR OTHER PARTS OF THE SYSTEM. HE COLLECTIVE TRADEMARK OF THE CAST IR 14 SOIL PIPE INSTITUTE (CISPI) AtrD BE BRAZED CONNECTIONS SHALL BE MADE WITH THE TYPE OF BRAZING AL LO'<d AND FLUX SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR., WITH(DUT COST TESTING: LISTED BY NSF INTERNATIONAL. SPECIFIED IN "PIPING MATERIALS". THE JOINING PROCESS SHALL BE THAT TO THE OMiER, ANY DAMAGES TO BUiLDING SURFACES, FURNISHINGS OR EQUIPMENT RECOMMENDED BY THE MANUFACTURER OF THE PIPE AND TUBING AND FITTINGS. AVOID CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF THE ALL DOMESTIC WATER PIPING SYSTEMS SHALL BE TESTED FOR ABSOLUTE CONDENSATE DRAIN PIPING LOCATED ONI THE EXTERIOR SiiALL BE TYPE L HARD LEAN€14C EXCESS FLUX iN•9SIDE OF PIPE AND FITTk4GS. GUARANTEE. TWITNESS BY SUBJECTING rHE SYSTEM TO A HYDROSTATIC PRESSURE OF 150 COPPER AND WROUGHT COPPER FITV44GS, WITH SOLDERED JOINTS (USE ONLY PSI GAUGE OR 50 PSI OVER WORKING PRESSURE, WHICHEVER IS GREATER FON? -LEAD FREE"). MILE BEING BLAZED, JOINTS %ALL EE CONTINUOUSLY PURGED WITH AN INMT GAS PERFORM ALL WORK NECESSARY TO PREPNRE TIME STRUCTURE. FOR THE INSTAU.AT110N A PERIOD OF NOT LESS THAN EIGHT (6) HOURS. ALL LEAKS SHALL SE SUCH AS EARY NITROGEN OR CAR844 DIOXIDE TO PREVENT THE FORMAIJON, OF SCALE OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING REPAIRED AND THE. HYDROSTATIC TEST REAPPLIED UNTIL, FOR AN EIGHT (8) PROVIDE CLEANOUTS EVERY 75 FEET, AT CHANGES IN DIRECTION, AT BAST: OF VWTHIN THE TUBING. CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN, HOUR PERIOD, NO LEAKS CAN BE FOUNT) WHii.E THE SYSTEM IS SUBJECT TO DOWNSPOUTS AIIAD AT BASE OF SOIL AND WASTE STACKS. THE TEST PRESSURE. BRUSH FLUX BACK OVER ENTIRE END Cf FITTINGS ALL AROUND. THIS PREVENTS PROVIDE ALL ROOF, WMsALL. AND FLOOR PENE.IRADONr1S REQUIRED TO COMPLETE SHOCK ARRESTOR: SIOUX CHIEF PER DRAWINGS OXIDAMOiN OF THE END. WASH MOTS VOTH HOT WATER AFTER ASSEMBLY TO CRACK �'cCESSARY. INSTALLATIONS AND REMOVAL OF W€r';` RK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). SOIL PIPE AND CMDENSATE DRAINS SHALL BE TESTED BY TEMPORARILY AND WASH CSI" FLUX. USE A W IRE BRUSH AS ALL PENE1RATIO NS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING PLUGGiNG ALL OUTLETS AND FILLIpiG THE SYSTEM VVWTH WATER TO THE LEVEL WALL CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. SURFACES AND FINISHES. ALL EQUIPMENT OR PIPE PENLIRATIONS THROUGH WALL, OF THE HIGHEST VENT STACK. THE. SYSTEM MUST BE 114SPECTED AND ALL SCREWED CONNECTIONS ROOF AND FLOORS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR D AND THE TMST REPEATED UNTIL THE WATER LEVEL DOES NOT LEAKS REPAIRED FLOOR CLEANOUT: ZURNI, JON�ESPEC, JOSAM OR EQUAL. TIGHT. DECREASE FOR A PERIOD OF 24 HOURS. p; THIN PASTE OF LITHARGE AIiD GLYCERINE SHALL BE APPLIED TO THE EXTERNAL THREADS ONLY. LEAVE FIRST THREAD CLEAN IF POSSIBLE, USE OF EXCESS GLYCERINE [ALL ROO,F CUTS AND REPAIRS SHALL BE PERFORMED BY OWNER APPROVED ROOFING MAINTENANCE MANUALS SHALL BE AVOIDED. KEY ABSO—LUTE OXYGEN SEALING COMPOUND CAN BE EM,IPLOYED. CONTRACTOR IN ORDER TO MAINTAIN ROOF WARRANTY.] PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW BENDS CLEANING, TESTING AND ADJUSTING: EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL ' CHANGES IN DIRECTION REQUIRING TURNS AT OFFSETS OF RADIUM LESS THAN FIVE THE PLUMBING CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN. REPAIR, ADJUST, CHECK, r E HEAVY—DUTY, 2—ETCH, 3—RING VINYL—COVERED BINDERS WITH POCKET FOLDERS TIMES THE PIPE OR TUBING OUTSIDE DIAMETER SHALL BE MADE OF BRAZE—TYPE WROUGHT COPPER, BRASS OR BRONZE FITTINGS OR BY PIPE OR TUBING SHAPED BY BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR IDENTIFICATION ON FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE F E FOLLOWING FRONT AND SPINE OF EACH BINDER. INCLUDE THE FOLLOWING TYPE OF BENDING TOOLS. BENDS SHALL BE FREE FROM APPRECIABLE FLATTENING, BUCKLING OR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT THINNING OF THE TUBE FALL AT ANY POINT. MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. TIME OF SUBSTANTIAL COMPLETION: ERECTION NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. — OPERATING AND MAINTENANCE INSTRUCTiCNVS — SPARE PARTS UST PIPE AND TUBING SHALL BE CUT ACCURATELY TO MEASUREMENTS OBTAINED AT THE — COPIES OF WARRANTIES SITE OF THE SYSTEM AND MALL BE INSTALLED WITHOUT SPRINGING OR FORCING. PIPE EXCAVATION AND BACKFILL: — WIRING DIAGRAMS WIRING AND TUBING SHALL BE PROTECT—ED AGAINST MECHANICAL INJURY IN A MANNER c PROVIDE ALL EXCAVATION AND TRENCHING TO THE CORRECT ELEVATIONS, FOR THE — REPORTS &APPROVALS SATISFACTORY TO AUTHORITIES HAVING JURISDICTION. INSTALLATION OF ALL PIPING, MANHOLES, CATBASINS AND FOUNDATIONS INCLUDED H — SHOP DRAWINGS AND PRODUCT DATA SUPPORTS UNDER THIS DIVISION OF THE WORK. SHALL BE SPACED CORRECTLY FOR ADEQUATE SUPPORT OF LINES SO THE WEIGHT [PROVIDE ALL BACKFILL AND COMPACTION IN STRICT ACCORDANCE WITH THE SHALL BE ON THE SUPPORTS AND NOT ON THE JOINTS. EXCAVATION AND BACKFILL SECTION OF DIVISION 1 SPECIFICATIONS.] FOR HORIZONTAL PIPING 3/4" AND LARGER, SUPPORTS SHALL BE 10 FEET APART. FOR TESTING: 1/2" THEY SHALL BE 6 TO 8 FEET APART. ON VERTICAL LINES, THE SUPPORTS SHALL BE ONE TO EACH STORY FOR PIPING 1" AND SMALLER, AND ONE SUPPORT FOR EACH ALL DOMESTIC WATER PIPING SYSTEMS SHALL BE TESTED FOR ABSOLUTE TIGHTNESS BY TWO STORIES FOR LARGER PIPING. SUBJECTING THE SYSTEM TO A HYDROSTATIC PRESSURE OF 150 PSI GAUGE OR 50 PSi OVER WORKING PRESSURE, WHICHEVER IS HIGHER FOR A PERIOD OF NOT LESS THAN EIGHT (8) HOURS. ALL LEAKS SHALL BE REPAIRED AND THE HYDROSTATIC TEST REAPPLIED UNTiL, FOR AN EIGHT (8) HOUR PERIOD, NO LEAKS CAN BE FOUND WHILE THE SYSTEM IS SUBJECT TO THE TEST PRESSURE. STORM WATER, SOIL, VENT PIPES AND CONDENSATE DRAINS SHALL BE TESTED BY TEMPORARiLY PLUGGING ALL OUTLETS AND FILLING THE SYSTEM WiTH WATER TO THE LEVEL OF THE HIGHEST VENT STACK. THE SYSTEM MUST BE INSPECTED AND ALL LEAKS REPAIRED AND THE TEST REPEATED UNTIL THE WATER LEVEL DOES NOT DECREASE FOR A PERIOD OF 24 HOURS. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EEI089 VOICE 40246.1688 FAX 407.246.1664 http: //www.ppeifla.com E—MaB to: pel0pelfla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas. desigh% arrangements, methods or plans shall be used by or disclosed to any person, rum or corporation for any purpose whatsoever without the written permission of Peninsula Engi;aeering, Inc. @=t Jose A: Marques, PE, FL Reg. No. 37313 SHEET "r4,a.1 CO Ul U. tco i { SHEET "r4,a.1 MEDICAL GAS ALARM SCHEDULE MARK No. LOCATION/AREA SERVED MEDICAL GAS MANUFACTURER MODEL No. NOTES/COMMENTS LPA -1 NURSE STATION 219/ PATIENT ROOMS OXYGEN, VACUUM AND MEDICAL AIR AMICO CORP. A2ADL-U-OVA SEE NOTES 11 AND 2 AMICO CORP. 207, 209, 211, 213 AND 214 SEE NOTE #2 D VACUUM OUTLET AMICO CORP. 0-PBCON-U-YAC SEE NOTE #1 Q SLIDE OUTLET AMICO CORP. 0-CONSLIDE NOTES: 1. ALARM SENSORS SHALL BE DOWNSTREAM (AFTER) THE ZONE VALUE BOX FOR THE AREA IT SERVES. 2. ALL LINE PRESSURE ALARMS SHALL BE PROPERLY LABELED WITH THE ROOM NUMBER AND/OR AREA SERVED. MEDICAL GAS OUTLET SCHEDULE MARK No. OUTLET TYPE MANUFACTURER MODEL No. NOTES/COMMENTS EXISTING MEDICAL AIR LINE OXYGEN OUTLET AMICO CORP. 0-PBCON-U-OXY SEE NOTE J1 CW MEDICAL AIR OUTLET AMICO CORP. 0-PBCON-U-AIR SEE NOTE #2 D VACUUM OUTLET AMICO CORP. 0-PBCON-U-YAC SEE NOTE #1 Q SLIDE OUTLET AMICO CORP. 0-CONSLIDE SEE NOTE 11 McGUIRE 4. SUPPLY. 3/8" ANGLE SUPPLY WITH PLASTIC VERTICAL McGUIRE FD NOTES 1. AMICO CORP. PURITAN-SENNETT COMPATIBLE, QUICK DISCONNECT OUTLETS WERE USED AS BASE FOR DESIGN. MEDICAL GAS CONTRACTOR SHALL VERIFY OUTLET MANUFACTURE, CONNECTION TYPE AND LOCATION WITH HOSPITAL ENGINEERING, ARCHITECT AND HOSPITAL END USER PRIOR TO ORDERING AND INSTALLATION OF OUTLETS. o, ai L U N I N a n i 0 co C) M E M CL a a 00 0 i z 0 00 0 a cel 0 a i f!1 0 y c a� E U O C] W A Q+ C D) m .D a) O d r C a) 7 U O E a M to Q) 1 M O N 06 U C> W V) 6 J �C N E 7 U O 0 PLUMBING NUPE SCHEDULE PLAN I MARK DESCRIPTION MANUF. / MODEL No. 11 S=1 SINK: (SINGLE COMPARTMENT) ABBRV. 1. TYPE 302, 18-8 STAINLESS STEEL, SELF RIMMING, SINGLE DAYTON D-11719 EXISTING MEDICAL AIR LINE COMPARTMENT, 17'xi9"x 6 1/8" DEEP, PUNCHED FOR SAN SANITARY WASTE HOLES, TAILPIECE AND STAINLESS CUP STRAINER. CW 2• FITTING: CONCEALED BODY, ADJUSTABLE 8" CENTERS, CHICAGO FAUCET HOT WATER SWIVEL GOOSENECK SPOUT, 4" WRIST BLADE HANDLES. ALL 786-GN2A-317 DIRECTION OF FLOW EXPOSED PARTS POLISHED CHROMIUM PLATED FINISH. 1.6 V VENT UNE GPM, INTEGRAL FLOW CONTROL AIR 3• TRAP: CAST BRASS ADJUSTABLE "P" TRAP WITH CLEANOUT. McGUIRE 4. SUPPLY. 3/8" ANGLE SUPPLY WITH PLASTIC VERTICAL McGUIRE FD TUBE, WHEEL HANDLE STOPS AND ESCUTCHEON. 03- IM -1 ICE MAKER OUTLET BOX: -- 1. RECESSED UNIT WITH ONE 1/2" VALVE (TOP SUPPLY) COLD OATEY 38681 WCO WATER. II- 2. IN-LINE WATER FILTER. WATERPIK IF -30A HD-1 HUB DRAIN WITH FUNNEL: ZVB- 1. CAST IRON COMBINATION FUNNEL AND TRAP DRAIN, BRONZE ZURN 1019 CV BOTTOM CLEANOUT PLUG. -� {-- PLUMBING LEGEND SYMBOL ABBRV. DESCRIPTION ---- A ----- AIR EXISTING MEDICAL AIR LINE SAN SAN SANITARY WASTE - CW COLD WATER - - HW HOT WATER 02 OXY DIRECTION OF FLOW ----- V ----- V VENT UNE -s AIR VTR VENT THRU ROOF 03- EXISTING OXYGEN OUTLET P -TRAP CC FD FLOOR DRAIN 03- HD HUB DRAIN -- ECO EXTERIOR CLEANOUT /110 WCO WALL CLEAN OUT II- CO CLEAN OUT FCO FLOOR CLEAN OUT ZVB- GV GATE VALVE LPA- CV CHECK VALVE -� {-- DIRECTION OF FLOW BALL VALVE (FULL PORT) Q BALL VALVE (FULL PORT) WATER HAMMER ARRESTOR I CAPPED PIPE CAPPED PIPE GI RISER DOWN (ELBOW) RISER DOWN (ELBOW) 0- RISER UP (ELBOW) RISER UP (ELBOW) + BRANCH - TOP CONNECTION BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION BRANCH - BOTTOM CONNECTION BRANCH - SIDE CONNECTION BRANCH - SIDE CONNECTION P.O.C. POC POINT OF CONNECTION MEDICAL GAS LEGEND SYMBOL ABBRV. DESCRIPTION ---- A ----- AIR EXISTING MEDICAL AIR LINE ----02----- OXY EXISTING OXYGEN LINE -----V----- VAC EXISTING VACUUM LINE A AIR NEW MEDICAL AIR LINE 02 OXY NEW OXYGEN UNE V VAC NEW VACUUM UNE EA] AIR EXISTING MEDICAL AIR OUTLET RQ OXY EXISTING OXYGEN OUTLET M VAC EXISTING VACUUM OUTLET M EXISTING SLIDE ❑A AIR NEW MEDICAL AIR OUTLET OXY NEW OXYGEN OUTLET ® VAC NEW VACUUM OUTLET © NEW SLIDE ® ZVB- ZONE VALVE BOX ® LPA- UNE PRESSURE ALARM DIRECTION OF FLOW -� tl--- BALL VALVE (FULL PORT) E CAPPED PIPE G+- RISER DOWN (ELBOW) 0! RISER UP (ELBOW) BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION BRANCH - SIDE CONNECTION P.O.C. POINT OF CONNECTION 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. SINKS REQUIRED TO BE ACCESSIBLE SHALL BE MOUNTED WITH COUNTER RIM NO HIGHER THAN 34 INCHES ABOVE FINISH FLOOR. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS NO MORE THAN 44 INCHES ABOVE THE FLOOR. 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 NOT -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. INSTALL BALANCING VALVES AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR PROPER BALANCING OF THE VARIOUS SYSTEM. 9. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL A MEANS OF BACKFLOW PROTECTION OF THE POTABLE WATER SYSTEM AS INDICATED ON DRAWINGS AND AS REQUIRED PER 2010 FLORIDA BUILDING CODE - PLUMBING: SECTION 608. 10. PLUMBING CONTRACTOR SHALL PROVIDE VALVE DIRECTORY WITH A TAG SCHEDULE SHOWING LOCATION OF EACH VALVE, TYPE, NUMBER, MANUFACTURER, FUNCTION AND ALL OPERATING POSITIONS. 11. 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. 12. 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. 13. PLUMBING CONTRACTOR SHALL PROVIDE BELLOW TYPE WATER HAMMER ARRESTORS ON ALL HOT AND COLI) 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 201. 14. AT ADA FIXTURES WHERE SHOWN ON THE DRAWINGS, OR WHERE REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTIONS, PROVIDE PER -MANUFACTURED INSULATION KITS ON THE SUPPLIES, TRAP AND DRAIN AT LAVATORIES AND SINKS FOR HANDICAPPED PERSONS. 15. ALL VENTS THRU ROOF SHALL BE A MINIMUM OF TEN FEET (10'-0") FROM ANY AIR INTAKE. 16. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 17. 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. 18. PLUMBING CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE, CAREFULLY STUDY THE PLUMBING DRAWINGS, AND BECOME THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS BEFORE BIDDING, NO CHANGES WALL BE ALLOWED IN CONTRACT PRICE FOR EXTRA WORK CLAIMS BECAUSE CONTRACTOR FAILED TO FOLLOW THESE DIRECTIONS. 19. 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 AND MODIFY EXISTING PLUMBING SYSTEMS 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. 20. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED W91N 00ER IN ADVANCE. PLUMBING CONTRACTOR SHALL SUBMIT TIME THAT SERVICE WILL BE DOWN, AREA OF PIPING AND ANY EQUIPMENT THAT ►TALL 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 BE DONE WITHOUT THE O`WNER'S APPROVAL. 21. DURING THE PROGrRESS OF FORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD CF ALL CHANGES MADE TO THE PLUMBING SYSTI3,f. THE RECORD DRAWINGS SHALT•_ SHOW, CHANGES, DIMENSIONS AND LOCATIONS OF ALL PIPING. CHANGES SHALL BE DONE IN AUTOCAD RELEASE 2007 OR ABOVE AND SUBMITTED TO THE 0111ER AND GENERAL CaNTfRACTOR AT FINAL COMPLETION. EXISTING COIvOdTIOivS AS SH0Ws1tii al THESE DftAVf1NGS ARE TAKEN FROM TniCINAL k4D AS -BUILT DRAWINGS OF THE BUILDING. THESE DRAWNG 5 IN PART ARE UNVERIFIED k4D FIELD CONDITIONS SHALL GOVERN. PLUMBING CONTRACTOR SHALL FIELD VERIFY EXISTING INSTALLATIONS OF ALL PLUMBING SYSTEMS AND MODIFY EXISTING STORM, SANITARY WASTE AND DOMESTIC WATER SYSTEMS tb`HICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION UNDER NEW WORK. PENINSULA ENGINEERING INC. 2018 ALDEN ROAD ORLANDO, FLORIDA 32803 EB VOICE 40 .246.1688 FAX 407.246.1664 http://www.felfia.com E-MoU to: peiOpelfla.com Copyright - All ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Penins4a Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, des&ps, 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. =qht %0 MA 14 UJ FFJOL Mf�riques, PE. No. 37313 �W* CD LLJ J 0 D .`4 &BEV 4.000 . i, �W* C c L EXISTING HYPERBARIC EXISTING HYPERBARIC 1 EXISTING HYPERBARIC CHAMBER VENT LINE i CHAMBER VENT LINE 3 CHAMBER VENT UNE HYPERBARIC HYPERBARIHYPERBARIC PAT. PAT, . " PAT, RM, RMI. RM, (-244 246 247 EXISTING HIGH PRESSURE 2 EXISTING HIGH PRESSURE EXISTING HIGH PRESSURE 2 EXISTING HIGH PRESkL OXYGEN (HP02) SUPPLY FOR OXYGEN (HP02) SUPPLY FOR OXYGEN (HP02) SUPPLY FOR OXYGEN (HP02) SUR HYPERBARIC CHAMBER 2 HYPERBARIC CHAMBER HYPERBARIC CHAMBER 4 HYPERBARIC CHAMBER �L@ EXISTING MEDICAL 5 EXISTING MEDICAL GAS OUTLETS GAS OUTLETS EXISTING MEDICAL i t EXISTING MEDICAL 6 EXISTING MEDICAL GAS HEADWALL6 6 EXISTING MEDICAL GAS HEADWALL GAS HEADWALL ; GAS HEADWALL TLT. 12 1 12 1 r-- l j \ TLT. t Q 1 111 I 2 5B Q 1 TLT, (_247B 1 ! ^co ! oa 1 10 Ct 246A TLT, 244A Q 1 12 ° a 127/333i' Z33�c 1 ° LK ox 1 EXISTING MEDICAL GAS X ZONE VALVE BO 8 EXISTING MEDICAL GAS (HIGH PRESSURE 02) 7 LOCAL PRESSURE ALARM T206 I T (HIGH PRESSURE 02) CL I CORR, � TILT. T2063 �--' T2V ; J I i I -------------------- t------------------- # t� 1 LES. I----------------- ° LL—� 1 0 0 0 � ► I __ JE TLT. T20 r, ! --@ EXISTING MEDICAL GAS HBC ZONE VALVE BOX NURSES' STN. GAS�OUTLETSNG C 1L NEURO --------- — --- — TC610i, { 1 SLEEP PAT, LAB RM. T2066 STOR '� ;------------------- ; PAT. -- RM, 243T2060 ; r ; 248 L-------------------- I I -------------------L! Ira 1112111MIM 112111210 118, BREAK®______— OFFICE ROOM f� ° o ° T2058 ❑ T2068 TOM` 10 ---- ,� SOILED ° 65 } ' -- \ ( ; UTIL,, o 0 0 ------r �; T2 EN O I TLT, G❑ f ir------------------------I - 01 IS 1 r 1 CORR. T2056 LIt FACE T208 1 i AMiLY WAITING r— ---- j T20 __1 1 � _ SCALE: 1 /4" = 1' — --_- EASE GT I TIE,IVICIWIMICI ",._. F.I.iED./r` STOR. 1 O P, DS, T209 �--1,r 1-20r PLUMBING DEMOLITION NOTES 1. 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. 2. ALL PIPING FOR ITEMS TO BE REMOVED SHALL BE CAPPED IN A CONCEALED 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. EXISTING SANITARY WASTE PIPING CAPPED BELOW SLAB SHALL NOT CREATE DEADENDS IN THIS BUILDING DRAINAGE SYSTEM. 3. PLUMBING CONTRACTOR SHALL PROTECT THE STRUCTURE, FURNISHING, FINISHES AND ADJACENT MATERIALS NOT INDICATED OR SCHEDULED TO BE REMOVED. 4. 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. PLUMBING DEMOLMON PLAN NOTES O1 EXISTING CAPPED HYPERBARIC CHAMBER EXHAUST VENT UNE TO EXTERIOR TO BE REMOVED. VENT PIPING TO BE CAPPED, USING APPROVED CAPPING METHODS ON BOTH THE EXTERIOR AND INTERIOR OF BUILDING. EXISTING CAPPED AND VALVED HIGH PRESSURE OXYGEN LINE FOR HYPERBARIC CHAMBER TO BE REMOVED. EXISTING HIGH PRESSURE OXYGEN UNE SHALL BE REMOVED BACK TO THE EXISTING ZONE VALVE BOX AND CAPPED, USING APPROVED CAPPING METHODS, AND VALVED ABOVE CEILING. PIPE SHALL BE LABELED AS "FOR FUTURE USE" WITH GAS TYPE INDICATED. Q3 EXISTING HYPERBARIC CHAMBER EXHAUST VENT CURRENTLY IN USE LINE TO EXTERIOR. TO BE REMOVED. VENT PIPING TO BE CAPPED, USING APPROVED CAPPING METHODS ON BOTH THE EXTERIOR AND INTERIOR OF BUILDING. ® EXISTING VALVED HIGH PRESSURE OXYGEN LINE CURRENTLY IN USE FOR HYPERBARIC CHAMBER TO BE REMOVED. EXISTING HIGH PRESSURE OXYGEN LINE SHALL BE REMOVED BACK TO THE EXISTING ZONE VALVE BOX AND CAPPED, USING APPROVED CAPPING METHODS, AND VALVED ABOVE CEILING. PIPE SHALL BE LABELED AS ~FOR FUTURE USE "WITH GAS TYPE INDICATED. O5 EXISTING MEDICAL GAS OUTLETS. (1) OXYGEN, (1) MEDICAL AIR AND (1) VACUUM WITH SLIDE, TO BE REMOVED AND TURNED OVER TO OWNER'S REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE EXISTING PATIENT BED HEADWALL TO REMAIN. EXISTING MEDICAL GAS OUTLETS HAVE BEEN REMOVED AND COVER WITH BLANK PLATE. REFER TO MEDICAL GAS RENOVATION PLAN, SHEET P4.1, FOR ADDITIONAL INFORMATION. O7 EXISTING MEDICAL GAS HIGH PRESSURE OXYGEN ZONE VALVE BOX SERVING (4) HYPERBARIC CHAMBER LOCATIONS TO BE REMOVED AND TURNED OVER TO OWNER'S REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. EXISTING HIGH PRESSURE OXYGEN LINE SHALL BE REMOVED AND CAPPED, USING APPROVED CAPPING METHODS, AND VALVED ABOVE CEILING. PIPE SHALL BE LABELED AS "FOR FUTURE USE "Yr'ITH GAS TYPE INDICATED. ® EXISTING HIGH PRESSURE OXYGEN MEDICAL GAS LOCAL PRESSURE ALARM SERVING HYPERBARIC CHAMBERS TO BE REMOVED AND TURNED OVER TO OWNER'S REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. O9 EXISTING MEDICAL GAS ZONE VALVE BOX SERVING PATIENT ROOMS TO REMAIN. (1/2" OXYGEN, 1/2" MEDICAL AIR AND 1" VACUUM). 10 EXISTING SINK TO BE REMOVED AND TURNED OVER TO OWIER'S REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 11 EXISTING MEDICAL GAS OUTLETS TO REMAIN. PLUMBING CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT EXISTING OUTLETS FROM CONSTRUCTION DUST AND DEBRIS DURING RENOVATION AND DEMOLITION PHASES OF PROJECT 1@ EXISTING PLUMBING FIXTURE TO REMAIN. EXISTING PLUMBING FIXTURES THAT ARE WITHIN THE AREA OF WORK AND ARE TO REMAIN AND WHICH ARE IN OBVIOUS NEED OF REPAIR OR REPLACEMENT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. THE COST OF REFURBISHING OR REPLACING EXISTING PLUMBING FIXTURES SHOULD NOT BE INCLUDED IN THE BID PACKAGE. PLUMBING CONTRACTOR SHALL PROVIDE OWNER WITH A PER UNIT COST FOR REFURBISHING OR REPLACING EXISTING PLUMBING FIXTURES. REPLACEMENT FIXTURES SHALL MATCH EXISTING OR HOSPITAL STANDARD. NORTH KEYPLwAN SECOND FLOOR SCALE: N.T.S ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB VOICE 40 .246.1688 FAX 407.246.1664 "�//wwwPPlfl11%om o:pE—a®pea.co m Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsulo 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 shag be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Ir.c. �t]O6 t .•� . r c W Jose A. tMarques. PE, FL Reg. No. 37313 Y 0.00 '.. F.co I 0 3 ro c 0 N N Q C7 O n E n Q C) ao C1 r+-) Q O O O O a` vi E z a� LZ c ❑ E O U O W Q O+ C O M CU 0 CL c 00 E U O E 0 N lL•) 1 M O ' N 0 V O a� `o w 0 J 3 U 0 O ENA SCALE: 1 /4" - 1' — JD. PLUMBING RENOVATION PLAN NOTES V PLUMBING CONTRACTOR MALL 11E NEW 3" SA141TARY WASTE LINE INTO NEAREST EXISTING SANITARY WASTE UNE ABOVE FIRST FLOOR CEILING. Q2 PLUMBING CONTRACTOR SHALL TIE NE 2" SANITARY VENT LINE INTO NEAREST EXISTING SANITARY VENT LINE ABOVE SECOND FLOOR CEILING. EXISTING PLUMBING FIXTURES THAT ARE WITHIN THE AREA OF WORK AND ARE TO REMAIN AND WHICH ARE IN OBVIOUS NEED OF REPAIR OR REPLACEMENT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. THE COST OF REFURBISHING OR REPLACING EXISTING PLUMBING FIXTURES SHOULD NOT BE INCLUDED IN THE BID PACKAGE PLUMBING CONTRACTOR SHALL PROVIDE OWNER WITH A PER UNIT COST FOR REFURBISHING OR REPLACING EXISTING PLUMBING FIXTURES. I � 1 I 1 00�6 2 UR TION 3'S� 2�� s SANITARY WASTE AND VENT RSP DIAGRAM SCALE: NONE SCALE: N.T.S r64'i- SECOND - - - W-7 OO? PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 4089 VOICE 407 246.1688 FAX 407.246.1664 E= http: /wrrw.ppelfla.com z pet�elflaxom Copyright — All ideas, designs, methods and plans indicated or represented by this drawing (we 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, arracga-naits, methods or plans shill be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. @128T t 1t11fiJj of 4u CENSj�- Pl-137313 � �� 'O cc STP dr � Jose A. Marques, PE, FL Reg. No. 37313 .-I I010Ell, RENOVA7110N FLAN - SCALE: 1 /4" = 1' — 0" PLUMBING Rrc-:NOVAMON PLAN NOTES QQ PLUMBING CONTRACTOR SHALL TIE NEW 3/4" DOMESTIC COLD AND HOT WATER LINES INTO NEAREST EXISTING DOMESTIC COLD AND HOT WATER LINES ABOVE CEILING. Q DOUBLE CHECK VALVE ASSEMBLY FOR BACKFLOW PROTECTION. WATT SERIES 007 (OR EQUAL), NOTE: EXISTING PLUMBING FIXTURES THAT ARE WITHIN THE AREA OF WORK AND ARE TO REMAIN AND WHICH ARE IN OBVIOUS NEED OF REPAIR OR REPLACEMENT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. THE COST OF REFURBISHING OR REPLACING EXISTING PLUMBING FIXTURES SHOULD NOT BE INCLUDED IN THE BID PACKAGE. PLUMBING CONTRACTOR SHALL PROVIDE OWNER WITH A PER UNIT COST FOR REFURBISHING OR REPLACING EXISTING PLUMBING FIXTURES. \ •GVH 93600 00 10-00" 3� I .W Ni TION 21 g , KEYPLAN - SECOND FL ,., SCALE: N.T.S PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 089 VOICE 40 246.1688 FAX 407.246.1664 E= http: //www.ppaifla.com to: peirl$roifla,com Copyright — All Meas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of PeninsUo Engineering, tnc. and were created, evolved and de:vioped 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., �,,, V"* t .iiti i-. f:yY. •'• Y eNS 3731 3 • �? p ST, 0� • V J . Jose A. Marques, PE, FL Reg. No. 37313 r I'- 0 U. 0 ii. 0U) 00 V, 3 Ui 0 C" E t �qf C) co O E y Q Q a co 0 M B 0 00 c t2 U CL 45E a 2 E 0 0 W CM ,w ti m 0 a E U O E 0 bi h M O CV c U O a) W O J U U ORIGINAL MEDICAL GAS PLANS INDICATE UNDERSIZED (1/2" VACUUM, 3/8" OXYGEN AND 3/8" MEDICAL AIR) LINES CURRENTLY SERVE EXISTING PATIENT BED HEADWALLS. MEDICAL GAS CONTRACTOR SHALL CONFIRM EXISTING MEDICAL GAS LINE SIZES DURING DEMOLITION PHASE OF PROJECT. IF EXISTING MEDICAL GAS LINES ARE NOT COMPLIANT WITH NFPA 99 — 2005 EDITION, MEDICAL GAS CONTRACTOR SHALL REPLACE ALL UNDERSIZED MEDICAL GAS LINES WITHIN SCOPE OF WORK WITH PROPER SIZED LINES. SCALE: 1 /4" = 1' — -. . ......... .0 ® SECOND FLOOR -- MEDICAL GAS MEDICAL CAS RENOVATION PLAN NOTES Ot EXISTING PATIENT BED HEADWALLS NTH EXISTING MEDICAL GAS OUTLETS REMOVED AND COVERED WITH BLANK PLATE. MEDICAL GAS CONTRACTOR SHALL PROVIDE AND INSTALL NEW MEDICAL GAS OUTLETS (1) OXYGEN, (1) MEDICAL AIR, (1) VACUUM WITH SLIDE) IN EXISTING HEADWALL VERIFY EXACT OUTLET TYPE AND OUTLET CONFIGURATION WITH ARCHITECT, HOSPITAL ENGINEERING AND HOSPITAL END USER PRIG TO INSTALLATION. REFER TO SHEET P0.1, MEDICAL GAS SCHEDULES AND NOTES FOR ADDITIONAL INFORMATION. Q2 EXISTING MEDICAL GAS ZONE VALVE BOX SERVING PATIENT ROOMS 207, 209, 211, 213 AND 214 TO REMAIN. MEDICAL GAS CONTRACTOR SHALL UPDATE ZONE VALVE LABEL TO INDICATE AREAS SERVED. Q EXISTING MEDICAL GAS nuTLETS TO REMAIN. PLUMBING CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT EXISTING OUTLETS FROM CONSTRUCTION DUST AND DEBRIS DURING RENOVATION AND DEMOLITION PHASES OF PROJECT PATIENT HEADWALL REQUIREMENTS MG -1 PATIENT ROOMS 207, 209, 211, 213 AND 214: (1) OXYGEN OUTLET (1) MEDICAL AIR OUTLET (1) VACUUM OUTLETS WITH SLIDES PER PA11ENT BED HEADWALL NOTE: PATIENT HEADWALLS TO BE INSTALLED AND TESTED PER NFPA 99 (2005 EDITION). a. MANUFACTURED ASSEMBLIES SHALL INCLUDE HEADWALLS, COLUMNS, CEILING COLUMNS, CEILING HUNG PENDANTS, MOVEABLE TRACK SYSTEMS AND SO FORTH SHALL BE INSTALLED PER NFPA 99 (2005 EDITION), CHAPTER 5.1.6. b. ALL TESTING TO BE COMPLETED BEFORE PUTTING A NEW SYSTEM INTO SERVICE. TEST PROCEDURES AND THE RESULTS OF ALL TESTS SHALL BE MADE PART OF THE PERMANENT RECORDS OF THE FACILITY OF iV'HICH THE PIPING SYSTEM FORMS A PART. THEY SHALL SHOW THE ROOM AND AREA DESIGNATIONS, DATES OF TEST, AND NAME(S) OF PERSON CONDUCTING TEST AND SO FORTH. SYSTEM SHALL BE TESTED PER NFPA 99 (2005 EDITION), CHAPTER 5.1.12, CENTRAL FLORIDA REGIONAL HOSPITAL SPECIAL REOUIREENTS 1. NOTIFY CENTRAL FLORIDA REGIONAL HOSPITAL PROJECT COORDINATOR WHEN PROJECT IS TO COMMENCE AND PROVIDE PROPOSED PROJECT SCHEDULE. 2. MEET WITH AND REVIEW PROGRESS OF CONSTRUCTION & AS—BUILT RECORD DRAWINGS WITH (& AT A FREQUENCY SET BY) CENTRAL FLORIDA REGIONAL HOSPITAL PROJECT COORDINATOR. 3. PROVIDE WRITTEN NOTIFICATION TO CENTRAL FLORIDA REGIONAL HOSPITAL PROJECT COORDINATOR OF TIMES & DATES FOR BUILDING INSPECTIONS OR REVIEW OF CONSTRUCTION BY AUTHORITIES HAVING JURISDICTION. 4. MAKE CONNECTIONS TO EXISTING SYSTEMS AT APPROVED TIMES MINIMIZING DURATION OF INTERRUPTION TO EXISTING SERVICES. OBTAIN WRITTEN APPROVAL FOR TIME & DURATION OF A SCHEDULED SHUTDOWN FROM CENTRAL FLORIDA REGIONAL HOSPITAL ENGINEERING DEPARTMENT. MEDICAL GAS SHUT DOWN NOTES 1. MEDICAL GAS CONTRACTOR SHALL OBTAIN PERMISSION FROM CENTRAL FLORIDA REGIONAL HOSPITAL ENGINEERING DEPARTMENT FOR ANY INTERRUPTION OF EXISTING SERVICES. DO NOT CLOSE OR OPEN ANY MEDICAL GAS VALVES WITHOUT APPROVAL. 2. AT COMPLETION OF THE PROJECT MEDICAL GAS CONTRACTOR SHALL HAVE AN CERTIFIED INDEPENDENT TESTING FACILITY TEST THE ENTIRE PIPING AND MEDICAL GAS ALARM SYSTEMS IN ACCORDANCE WITH NFPA-99, 2005 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 SHALL BE MADE AVAILABLE AT THE FINAL ARCA SURVEY. 3. PLANNED DISRUPTIONS OR SERVWCF OUTAGES: WHEN SHUT—DOWNS AFFECT OCCUPIED PATIENT CARE AREAS OF THE HOSPITAL, THE CONTRACTOR SHALL NOTIFY THE HOSPITAL'S PROJECT MANGER OF THE ANTICIPATED DISRUPTION IN AMPLE TIME. TO SCHEDULE A PROJECT PLANNING MEETING PRIOR TO THE SHUT—DOWN. in MEDICAL GAS GENERAL NOTES NOTE: REROUTE EXISTING MEDICAL GAS PIPING TO AVOID NEW EQUIPMENT STRUCTURAL SUPPORTS. MEDICAL GAS CONTRACTOR SHALL REPLACE ANY 1/2" COPPER VACUUM PIPING WITH 3/4" SIZE. CONTRACTOR SHALL REMOVE AND REPLACE 3/8" SOFT COPPER MEDICAL GAS PIPING WITH 1/2" APPROVED PIPING PER NFPA-99, 2005 EDITION RECOMMENDATION. GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF ALL MEDICAL GAS OUTLETS AND ASSOCIATED MEDICAL GAS EQUIPMENT TO PREVENT CONTAMINATION FROM CONSTRUCTION DUST AND DEBRIS. SENSORS FOR AREA ALARMS SHALL BE LOCATED AS FOLLOWS: 1). VITAL LIFE SUPPORT AND CRITICAL AREAS SHALL HAVE ALARM SENSORS INSTALLED ON THE OUTLET SIDE OF ANY OF THE INDIVIDUAL ZONE VALVE BOX ASSEMBLIES. 2.) AREAS OF ANESTHETIZING GAS DELIVERY SHALL HAVE THE SENSORS INSTALLED ON THE SOURCE SIDE OF ANY OF THE INDIVIDUAL ROOM ZONE VALVE BOX ASSEMBLIES, SO THAT SHUTTING DOWN ONE OR MORE OF THE ANESTHETIZING AREA ZONE VALVES WILL NOT CAUSE AN ALARM. 3.) THE PLACEMENT OF SENSORS SHALL NOT BE AFFECTED BY VALVES LOCATED IN AREAS ACCESSIBLE TO AUTHORIZED PERSONNEL ONLY, SUCH AS SERVICE VALVES OR IN—UNE VALVES. 4.) DEVICES LOCATED IN RATED WALLS (REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF RATED WALLS) SHALL BE PROPERLY PROTECTED AS REQUIRED BY LOCAL CODES. PROVIDE 5 SIDED BOXES OR PUDDY PACKS AS NECESSARY. [ALL EST AND CERTIFICATION PON INSTALLATION OF THE COMPLETE MEDICAL GAS YSTEM A CERTIFIED INDEPENDENT TESTING FACILITY HALL TEST THE ENTIRE PIPING SYSTEM IN CCORDANCE WITH NFPA-99 (2002). THE MEDICAL AS ALARM SYSTEM SHALL BE TESTED IN ACCORDANCE ITH NFPA-99 (2005). RODUCTS EQUIPMENT, ETC., SHALL BE NEW UNLESS THERWISE NOTED, AND AS SPECIFIED FREE OF EFECTS AS SHOWN ON THE DRAWINGS AND AS DICATED IN THESE SPECIFICATIONS. ALL ELECTRICAL OWERED EQUIPMENT SHALL BE U.L OR E.T.L. LISTED. r" PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 ES #089 VOICE 401.246.1688 FAX 407.246.1664 http: //www.ppeein icom E—MNI to: 4peifla.com Copyright — All ideas, designs. methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use an and in connection with the specified project None of the ideas, designs, arrangements, methods or plans doll be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 06t C, NS F - No. X7313 STAY p Jose A. Marques, PE, FL Reg. No. 37313 SCALE: N.T.S (L o _ 4. 0 LL 4 t 0 _ t SCALE: N.T.S C 3 t a. C a LL c a E c a I T C a A S Clz C CL C a E C C C E c Lr b - r C C O i L 1 I I q .., - F1,9- E PROTEC11ON 81- ECIrr_CAT i8 SYMBOL DESCRIPTION PAINTING AND STENCILING: GENERAL: PROVIDE PAINTING AND STENCILING OF ALL EXPOSED PIPING, EQUIPMENT, ETC. EXISTING SPRINKLER HEAD LOCATION (WET SYSTEM) TO BE RELOCATED. EXTEND NEW 1"0 SUPPLY TO NEW QUICK RESPONSE SPRINKLER HEAD LOCATION. INSTALLED AS PART OF THIS CONTRACT. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND —0— SUPPLEMENTAL CONDITIONS AND DIVISION I SPECIFICATIONS, APPLY TO WORK SPECIFIED TEST OF COMPLETED SYSTEM: IN THIS SECTION. - ABOVE GROUND PIPING: PERFORM A HYDROSTATIC TEST OF THE PIPING SYSTEM IN SCOPE OF WORK: ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 (2007 ED.). 1/2" 5.6 QUICK °'-W WORK REQUIRED UNDER THIS SECTION INCLUDES PROVIDING ALL LABOR, MATERIALS, NOTIFY THE ARCHITECT/ENGINEER/OWNER/ UNDERWRITER PRIOR TO PERFORMING THE ❑ - I ❑ EQUIPMENT, FEES AND SERVICES FOR, AND REASONABLY INCIDENTAL TO, PROPER TEST WHO, AT THEIR OPTION, MAY DESIRE TO WITNESS THE TEST. TEST SHALL BE COMPLETION OF ALL FIRE PROTECTION WORK HEREIN SPECIFIED, EXCEPTING ONLY WORK SATISFACTORY TO THE ARCHITECT, ENGINEER, OWNER, UNDERWRITER OR AUTHORITIES i OR MATERIALS SPECIFIED OR NOTED AS BEING FURNISHED AND/OR INSTALLED BY HAVING JURISDICTION. OTHERS. IF TEST PROVES UNSATISFACTORY, LEAKS SHALL BE REPAIRED AND A NEW TEST SHALL PATI NT 1. ALL WORK SHALL COMPLY WITH NFPA REQUIREMENTS, 2010 FLORIDA BUILDING CODE, BE PERFORMED. NO BACK FILLING SHALL BE DONE OVER BURIED JOINTS UNTIL PIPE PA IEN T N PATENT N ATIE T N RO M N CITY OF ORLANDO FIRE CODE, FLORIDA FIRE PREVENTION CODE (2010 EDITION), LIFE HAS BEEN PROVEN WATER TIGHT. SECURE PIPING IN PLACE PRIOR TO TESTING. R OM, ROOM ROOM SAFETY CODE - NFPA 101 (2009 EDITION), AUTOMATIC SPRINKLER SYSTEMS - NFPA 2 9 _ 211 L213 13 (2007 EDITION) AND THE NATIONAL FIRE ALARM CODE - NFPA 72 (2007 AFTER TESTING HAS BEEN COMPLETED, ALL VALVES SHALL BE LEFT IN THEIR � i EDITION). RESPECTIVE NORMAL POSITIONS, AND THE OWNER AND HIS DULY APPOINTED REPRESENTATIVE SHALL BE INSTRUCTED IN THE CARE, OPERATION AND MAINTENANCE - — 2. ALL WORK SHALL BE PERFORMED BY COMPETENT WORKMEN SKILLED AND LICENSED OF THE ENTIRE SYSTEM. IN THIS PARTICULAR TRADE. MATERIAL AND TEST CERTIFICATE SHALL BE COMPLETED AND TURNED OVER TO THE !OWNER'S 3. PROVIDE SPRINKLER SYSTEM TO NEPA 13 SPECIFIC HAZARD OCCUPANCY REPRESENTATIVE UPON COMPLETING THE TEST. ' REQUIREMENTS. ANY DEVIATIONS THEREFROM MAY BE MADE AS REQUIRED BY I - INSPECTION AGENCIES, INSURING AGENCIES OR AS REQUIRED DUE TO INTERFERENCE WATER SUPPLY TREATMENT. No— N WITH OTHER EQUIPMENT, STRUCTURAL MEMBERS, DUCTS, ETC. PROVIDE ADDITIONAL AS MAY BE REQUIRED FOR AN APPROVED SYSTEM. WATER SUPPLIES AND ENVIRONMENTAL CONDITIONS SHALL BE EVALUATED BY OWNER NO--- N7HEADS FOR THE EXISTENCE OF MICROBES AND CONDITIONS THAT CONTRIBUTE TO r� ` r I 4. RESPONSIBILITY FOR ELEVATIONS OF PIPING: MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). WHERE CONDITIONS ARE FOUND THAT CONTRIBUTE TO MIC, THE OWNER SHALL NOTIFY THE SPRINKLER CONTRACTOR ! A. CAREFULLY FIELD CHECK THE ELEVATIONS OF EXISTING GRADES AND BURIED AND A PLAN SHALL BE DEVELOPED TO TREAT THE SYSTEM USING ONE OF THE SERVICE LINES AND MAKE A CAREFUL LAYOUT OF THE PROPOSED NEW METHODS AS ESTABLISHED UNDER NFPA 13 (2007 ED.). I ! SERVICES BEFORE STARTING WITH THE WORK, MAKING EVERY ATTEMPT TO AVOID i i r, 14P FITSI a O O INTERFERENCES. ! 1 r A I i . = P A TLV�U T B. ATTENTION IS CALLED TO DUCTWORK, HEATING AND COOLING PIPING, WATER 1" SYSTEM DROP N`"'" 1"X1/ REDUCE FINISHEI CEILING TYPICAL SEMI -RECESSED PENDENT SPRINKLER HEAD DETAIL SCALE: NONE ENOVA`I10N PLAN - SCALE: 1 /4" = 1' - 0" I --------- ------ °1 r� R - FIRE PROTEC11ON FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION QN NEW SEMI -RECESSED (QUICK RESPONSE) PENDENT SPRINKLER HEAD (WET SYSTEM) TO MATCH BUILDING STANDARDS. CONNECT NEW 1*0 SPRINKLER SUPPLY TO EXISTING WHET FIRE LINE ABOVE. r N EXISTING SPRINKLER HEAD LOCATION (WET SYSTEM) TO BE RELOCATED. EXTEND NEW 1"0 SUPPLY TO NEW QUICK RESPONSE SPRINKLER HEAD LOCATION. r� E EXISTING SEMI -RECESSED PENDENT SPRINKLER HEAD TO REMAIN. —0— 155' AND DRAIN PIPING, AND TO THE ELECTRICAL INSTALLATION, WHICH WILL BE FIRE PR®TECTI®N GENERAL N®Tt=5 INSTALLED BY OTHERS. C. ANY DISCREPANCIES OR CONFLICTS DISCOVERED SHOULD BE REPORTED TO THE ALL PIPING TO BE TESTED AT 200 PSI FOR A MINIMUM OF 2 HOURS. ARCHITECT/ENGINEER, AND WORK SHALL NOT PROCEED UNTIL A SATISFACTORY RESOLUTION IS FOUND. NO ADDITIONAL COMPENSATION WILL SUBSEQUENTLY BE HYDRAULIC CALCULATIONS DESIGN CRITERIA: MADE TO THE CONTRACTOR BY THE OWNER TO COVER THE COST OF ANY SUCH INTERFERENCES, WHETHER DUE TO NEGLIGENCE, ERROR, OVERSIGHT OR OTHER SUPPORT AREAS: CAUSE IN NOT HAVING PROPERLY ESTABLISHED THE ELEVATIONS OF ALL NEW A. ORDINARY HAZARD GROUP OR EXISTING PIPING, ETC. B. SYSTEM TYPE: WET SYSTEM 5. PIPING SHALL BE CONCEALED IN AREAS WITH CEILINGS AND EXPOSED IN AREAS C. DENSITY: 0.15 GPM/SQ. FT. FOR 1500 SQ. FT. WITHOUT CEILINGS. D. COVERAGE PER SPRINKLER: 130 SQ. FT. MAXIMUM E. TEMPERATURE RATING: ORDINARY TEMPERATURE 6. PIPING SHALL BE INSTALLED AND SUPPORTED PER NFPA 13. F. MAXIMUM SPRINKLER SPACING: 15'-0" 7. SLOPE PIPING IN ACCORDANCE WITH NFPA REQUIREMENTS. OFFICES / HALLWAYS: A. LIGHT HAZARD OCCUPANCY 8. PROVIDE DRAINS AT RISERS, ON VALVED SECTIONS, AT SIAMESE CONNECTIONS AND B. SYSTEM TYPE: WET SYSTEM AT OTHER LOCATIONS REQUIRING SAME FOR COMPLETE DRAINAGE OF SYSTEMS. C. DENSITY 0.10 GPM/SQ. FT. FOR 1500 SQ. FT. PIPE DRAINS TO OUTSIDE OF BUILDING OR AS APPROVED. D. COVERAGE PER SPRINKLER: 225 SQ. FT. MAXIMUM E. TEMPERATURE RATING: ORDINARY TEMPERATURE 9. WALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED WITH F. MAXIMUM SPRINKLER SPACING: 15'-0" 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 SPRINKLER INSTALLATIONS SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL FIRE CAULKING. VOID BETWEEN SLEEVE PLUGS TO BE FILLED WITH INSULATION. PROTECTION ASSOCIATION (NFPA) 13 SPRINKLER SYSTEMS, FIRE MARSHAL'S OFFICE, OWNER'S INSURANCE CARRIER, ALL LOCAL, STATE, FEDERAL CODES AND REGULATIONS CODES AND STANDARDS: AND ANY OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. ALL FIRE PROTECTION WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2010 FLORIDA ALL PERMITS REQUIRED IN CONNECTION WITH THIS SPRINKLER SYSTEM SHALL BE BUILDING CODE, 2010 FLORIDA FIRE PREVENTION CODE AND NEPA 13 (2007 EDITION). OBTAINED AND PAID FOR BY THE SPRINKLER CONTRACTOR. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES TO AVOID DUCTWORK, LIGHTING, FEES. PIPING AND ANY BUILDING STRUCTURE. ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR CONCEALED WITHIN WALLS. SYSTEM DESCRIPTION: FIRE PROTECTION CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE BEFORE CONTRACTOR SHALL REVISE EXISTING SPRINKLER SYSTEM AS REQUIRED FOR THE NEW BIDDING. NO CHANGES SHALL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO LAYOUT INCLUDING NEW PIPING FOR NEW OR RELOCATED SPRINKLER HEADS TO PROVIDE COMPLY WITH EXISTING CONDITIONS. FOR PROPER COVERAGE. ALL HEADS ARE TO BE CENTERED IN THE CEILING TILES. ALL EQUIPMENT SHALL BE UL AND FM LISTED AND LABELED. MANUFACTURER SHALL BE DRAWINGS FOR APPROVALS: EQUAL TO GRINNEL, VIKING. BEFORE PROCEEDING WITH WORK, THE CONTRACTOR IS TO PERFORM SYSTEM HYDRAULIC BRANCH LINES PIPING TO BE SCHEDULE 40 BLACK STEEL PIPE JOINED WITH THREADED CALCULATION, SYSTEM LAYOUTS, PROVIDE AND SUBMIT SIGNED AND SEALED SHOP OUTLET FITTINGS. DRAWINGS FIRST TO THE AUTHORITY HAVING JURISDICTION, AND THEN TO THE ARCHITECT/ENGINEER FOR REVIEW. SUBMITTALS SHALL SHOW LOCATIONS OF PIPING, ALL SPRINKLER DROPS TO BE 1" SCHEDULE 40 WITH 1" X 1/2" THREADED REDUCER. SPRINKLER HEADS, ETC., AND SHALL INCLUDE INFORMATION ON VALVES, SPRINKLER HEADS, ALARM VALVES, ETC. AT LEAST TWO (2) SETS OF THE SHOP DRAWINGS HANGERS TO BE SIZED AND SPACED IN ACCORDANCE WITH NFPA 13. SHALL BEAR THE APPROVAL STAMP OF THE LOCAL FIRE MARSHALL EQUIPMENT AND MATERIALS: PROJECT SPECIFICATIONS TAKE PRECEDENCE OVER PLANS. ALL DEVICES, EQUIPMENT AND MATERIALS SHALL BE NEW, SHALL BE IN ACCORDANCE APPROVAL FROM OWNER'S INSURANCE CARRIER IS CONTRACTOR'S RESPONSIBILITY. WITH NFPA REQUIREMENTS AND SHALL BEAR FACTORY MUTUAL AND THE CONTRACTOR TO BASE ALL CALCULATIONS UPON CURRENT FLOW TEST SUPPLIED BY FIRE UNDERWRITER'S LABEL OF APPROVAL SPRINKLER CONTRACTOR. ABOVE GROUND PIPE AND FITTINGS: PIPE ABOVE GROUND AND VAI"IIN THE BUILDING ALL SPRINKLER HEADS TO BE OF THE QUICK RESPONSE TYPE IN LIGHT HAZARD SHALL BE STANDARD WEIGHT, SCHEDULE 40 BLACK STEEL PIPE OR APPROVED OCCUPANCIES INSTALLED IN FULL ACCORDANCE WITH MANUFACTURER'S GUIDELINES (REFER SEAMLESS THIN WALL BLACK STEEL PIPE CONFORMING TO ASTM A53. PIPE FITTINGS TO FIRE SPRINKLER LEGEND). SHALL BE OF A TYPE APPROVED FOR SPRINKLER SYSTEMS AND DES!GNED FOR 175 PS! WORKING PRESSURE. MALLEABLE IRON STANDARD WEIGHT FITTINGS WILL BE ACCEPTABLE IN SIZES UP TO 6". MECHANICAL PIPE COUPLINGS (ROLLED OR CUT ALL SPRINKLER HEADS IN MECHANICAL/ELECTRICAL ROOMS TO BE STANDARD RESPONSE, GROOVED) MAY BE USED WHERE ALLOWED BY AUTHORITY HAVING JURISDICTION. 2127. UNDERGROUND PIPE AND FITTINGS: UNDERGROUND PIPE SHALL BE CLASS 150 PVC THESE PLANS ARE CONCEPTUAL IN NATURE PER FLORIDA STATUTE 61G15-30. TYPE "BLUE BRUTE" AWWA C-900, UL AND FM LISTED WITH M.J. FITTINGS. FLUSH UNDERGROUND PIPE PRIOR TO CONNECTION TO INSIDE PIPING. SECTIO14S OF CROSS MAINS, RISERS AND FEED MAINS MAY BE SHOP WIELDED. WELDED FITTINGS SHALL COMPLY VATH ANSI STANDARD J$-16.9-1971. WELDING SHALL BE DONE IN ACCORDA14CE 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 SMALL BE THREADED, BRONZE CATE VALVES. ALL VALVES DESIGNED FOR 175 PSI WMP. LISTED GROOVED OR BUTTERFLY VALVES ARE ACCEPTABLE. SPR!NKLER HEADS: NEW SPRINKLER HEADS SHALL MATCH BUILDING STANDARDS. IF BUILDING STANDARD SPRINKLER HEADS ARE NO LONGER AVAILABLE, REPLACE ALL EXISTING HEADS AS FOLLOWS; FOR FINISHED AREAS SPRINKLER HEAD SHALL BE A VIKING MICROFAS T MODEL M QUICK RESPONSE PENDENT, 1/2" ORIFICE, CHROME FINISH, t'ITH VIKING VICROMA11C 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. CONCEALED SPRINKER HEADS SHALL BE VIKING, 5.6K, 1/2" ORIFICE, COf..OR BY ARCHITECT. PROVIDE CONCEALED HEAD WITH PLATE. PROVIDE BUILDING MANAGEMENT WITH EXTRA STOCK OF NEW SPRINKLER HEADS AS REQUIRED BY NFPA 13 (2007 ED.). RELIABLE AND TYCO ARE EQUAL - FIRE SPRIN LERS SCHEDULE PLATE FINISH SIZE K RESPONSE SYMBOL TEMP. SPRINKLER TYPE MANUFACTURER S!N PRESSURE FLOW Z .: LL- —0— 155' PENDENT SPRINKLER VIKING VK302 7.0 14.82 SEMI -RECESSED WHITE 1/2" 5.6 QUICK °'-W coU. SCALE: N.T.S 4i a PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB9 VOICE 40 .246.1688 FAX 407.246.1664 http://www.pelfic.com E—McH to: pelOpelfla.com Copyright — AN 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. &-�ht 2005 \,.�' BERT C \C,£ NS,. ••. t% ' •�' 0 F10,,373 `t 3 •,n i� 4, MThTE Ur, QNB%' ro'� �. S�-10 ,�.. Jose' # : �fQrques, PE, FL Reg. No. 37313 .:i!. 0 J (L 0 0 Z .: LL- ; % 0 X-�.� °'-W coU. + L CTRICAL SP CI ICA ONS - DIVISION : ELECTRICAL SYMBOL LEGEND � SYSTEM E NO. -L" g 1 jjECTION 16000 - GENERAL PROVISIONS NOTES S RE C A 0N' GENERALSECTION »� ��r� � � SNCg �NS�C�CNS (FORMERLY SYSTEM NO, 147) A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY H. MA;'NUFACTURERS:BASE OF DESIGN iS SNARE D. NOTE:NOT ALL SYMBOLS USED 1N THIS PROJECT 1, POUTLET BOXES AND CONDUIT WHICH ARE LOCATED G ICN AN C CA CNS F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3) OPERATING ELECTRICAL SYSTEM. INCLUDE NECESSARY FEES AND PERMITS WITHIN I. MATERIALS SHALL BE NEW AND UNUSED AND THE CATALOGUED PRODUCTS OF 2x4 AND 2x2 RECESSED FLUORESCENT LIGHT �T T RATINGS 0, 1, 2, 3 AND 4 HR (SEE ITEM 3) BASE BiD• MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION Or SUCH MATERIALS. ® FIXTURE TO NORMAL CIRCUIT PRROPEOPS PROPERLY FOR NEW WOR MAY BE REUSED FOR NEW DEVICES EQUROTENTTAL GROUNDING TEST FOR PATIENT CARE AREAS L RATING AT AMBIENT - LESS THAN 1 CFM SQ FT B. CODES AND STANDARDS THE MATERIALS SHALL BE OF THE MANUFACTURER'S LATEST STANDARD DESIGN AND WORE. L RATING AT 400 F - LESS THAN 1 CF`M/SSQ FT 1. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES THAT COMPUES WITH THE SPECIFICATION REQUIREMENTS. . FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT 2. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE A. NFPA 99, 2405 EDITION, SECTION 4.3.3 REQUIRES TESTING OF NEW LAWS, ORDINANCES, CODES, RULES AND REGULATIONS WHICH GOVERN THE WORK. J. NOT USED. SOURCE OF SUPPLY. CONSIRUCTfON AND EX€S1ING CONSTRUCTION AND REPEATED WHEN MAJOR (� '" 2. THE APPLICABLE GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND 3. INSTALL A BLANK COVER PLATE WHERE REQUIRED. RENOVATIONS OCCUR. MOST EXISTING FACILITIES HAVE NO RECORDS OF s REGULATIONS SHALL CONSIST BASICALLY OF, BUT NOT LIMITED TO, THE FOLLOWING K. ALL GROUNDING SHALL CONFORM TO ARTICLE 250 OF THE NEC REQUIREMENTS. IN ® E@ FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT 4. VISIT THE JOB SiTE PRIOR TO BIDDING TO VERIFY ALL ACTUAL EXISTING CONDITIONS, HOWEVER, LOGS SHOULD BE CHECKED ANNUALLY BY EDITIONS): {LATEST EDIT ADDITION THERETO AS IMPOSED BY THE DRAWINGS AND THE LOCAL CODE CONDITIONS. ARCA. THEREFORE, ALL PATIENT AREAS W€THiN ANY SCOPE OF WORK WILL 3. NEPA ST 08, NATIONAL ELECTRICAL CODE. ENFORCEMENT AUTHORITIES HAVING JURISDICTION. y FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT 5. REMOVE EXISTING POWER, LIGHTING, SYSTEMS, MATERIAL AND NEED TO BE TESTED BY THE CONTRACTOR. (ALSO SEE NEC 517-13, 14 & 4. NEPA-99-2005, STANDARD FOR HEALTH CARE FACILITIES WHEN THE WATER MAIN METAL PIPE IS USED AS A SUPPLEMENTAL ELECTRODE, EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WiTH 16). I 5. NFPA-101 (2009), LIFE SAFETY CODE W/FLORIDA AMENDMENTS, ICONNECTION SHALL BE MADE WITHIN 5 FT. OF POINT OF ENTRANCE OF PIPE INTO N L ® FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CiRCUIT THE CONSTRUCTION OF THE PROJECT. A. REINSTALL ANY SUCH POWER. LIGHTING, SYSTEMS, MATERIALS B. WHAT NEEDS TO BE TESTED? ONLY METAL CONDUCTIVE SURFACES LIKELY 26. NFPA-110 (2005), STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. THE BUILDING. CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALL BE MADE TO BECOME ENERGIZED WITHIN THE PATIENT VICINITY. PATIENT VICINITY IS I 0 7. NFPA 241 (2004). STANDARD FOR SAFEGUARDING BUILDING CONSTRUCTION AND BY MEANS OF EXOTHERMIC WELD. AND EQUIPMENT WHICH ARE REQUIRED TO REMAIN ACTIVE FOR DEFINED AS: L� Ifs DEMOLITION OPERATIONS. L FIREPROOF ALL OPENINGS ON FIRE RATED WALLS BY AN UL APPROVED SYSTEM. �--II -•Q- I STRIP FLUORESCENT LIGHT FIXTURE - CEILING, WALL MOUNTED THE FACILITY TO BE FULLY FUNCTIONAL 1. AN AREA WHERE PATIENTS ARE NORMALLY CARED FOR. A 8. NFPA-1 UNIFORM FIRE CODE, 2009 M. PROVIDE 4 SQUARE BOX AND 3/4 CONDUIT STUB -UP TO ACCESSIBLE CEILING FOR TELEPHONE, TV AND DATA OUTLETS. PROVIDE INSULATING BUSHINGS AT INCANDESCENT. HID OR COMPACT FLUORESCENT FIXTURE - Q 6. WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, All BRANCH CONDUITS, WHICH NO LONGER ARE IN SERVICE, SHALL BE 2• THE SPACE WITH SURFACES LIKELY TO BE CONTACTED BY PATIENT OR � S�C�CN A -A 9. 10. CHAPTER 59A-3, 2010 FLORIDA ADMINISTRATIVE CODE CHAPTER 395, FLORIDA STAiUTES BOTH ENDS AND PULL STRING. CEILING MOUNTED, WALL MOUNTED REMOVED. PENETRATIONS SHALL BE SEALED TO MEET WALL RATING. IF. ATTENDANT TOUCHING THE PATENT. BEDS HEADWALLS A C UMTS � (BEDS, / , N. FURNISH FOR REVIEW AND APPROVAL FIVE (5) COPIES OF OR NUMBER REQUIRED BY IN THE COURSE OF THE WORK, OUTLETS ARE COVERED UP TO OTHERWISE SINK, TRIM, ETC.) 11. NOT USED, LOCAL JURISDICTION. CUT SHEETS AND SCHEDULES FOR ALL PANELBOARDS, LIGHT ® EXIT SIGN FIXTURE, SHADED QUADRANT INDICATES FACE, WITH T RENDERED INACCESSIBLE, ALL WRING TO SAME SHALL BE REMOVED TO 3. iN A PATIENT ROOM BASICALLY THE ENTIRE ROOM INCLUDING TOILET/SHOWER t WAIL Y - THE 1. 2, 3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL 12. 69A-53, F.A.C.. STATE FIRE PREVENTION CODE (2010). FIXTURES, TRANSFORMERS AND ELECTRICAL EQUIPMENT IN A 3 -RING BINDER WITH A ARROWS AS SHOWN ON PLAN - CEILING MOUNTED, WALL THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE IS ROOM. PATIENTS SHOULD BE IN WHEELCHAIRS OR SITTING IN CHAIRS. ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED 13. NOT USED. FRONT PAGE FOR EACH CATEGORY WiTH SPACE FOR ENGINEER'S STAMP AND MOUNTED INTERRUPTED THEREBY, IT SHALL BE RECONNECTED BY THE MOST IN THE INDIVIDUAL U300 OR 0400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE 14. 2010 FLORIDA FIRE PREVENTION CODE AND THE CURRENT ADOPTED CODES AND COMMENTS. $$2$3$4 1 -POLE, 2 -POLE. 3 -WAY, 4 -WAY SWITCH INCONSPICUOUS MEANS SO AS TO REMAIN IN OPERATION, WITH SAME 6'-0" W-0" RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: STANDARDS BY THE STATE OF FLORIDA. 0. CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED CAPACITY AS BEFORE. ALL BUILDING SURFACES DAMAGED, AND PATIENT BED A. STUB WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 H FIRE 15. 2010 GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES. USING APPROVED FIRE SAFEING COMPOUND. REFER TO LIFE SAFETY FLOOR PLAN $K KEYSWITCH OPENINGS LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT ,3#-6m RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF 16. FLORIDA BUILDING CODE 2010 CHAPTER 419. FOR LOCATION OF ARE RATED PARTITIONS. SHALL BE REPAIRED BY THE CONTRACTOR. ALL HOLES LEFT IN JUNCTION NOM 2 BY 4 IN. LUMBER SPACED 16 lN. OC YI1H NOM 2 BY 4 IN. LUMBER END 17. FLORIDA AMERICANS WA7H DISABILITIES, 2007 AS DESCRIBED IN ACCESSIBILITY P. CABLES NOT ENCLOSED IN CONDUITS WITHIN CEILING SPACES SHALL BE AIR III 03 04 INCANDESCENT DIMMER SWITCH, BOXES, SWITCHES, PANELS, ETC. SHAD_ BE CLOSED. PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN WIDE BY 1-3 8 IN / / REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS. PLENUM RETURN FIRE RATED AND MEET THE REQUIREMENTS OF SECTION 602 OF 1 -POLE, 3 -WAY, 4 -WAY SWITCH 7. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME DEEP CHANNELS SPACED MAX 24 IN. OC. 18. LATEST EDITION OF ALL OTHER NFPA ARTICLES NOT LISTED, AS ADOPTED BY THE F.M.C. THE PROPERTY OF THE OWNER. ALL OTHER SALVAGE AND DEBRIS g'-0" B. 07`81M BOARD • - NOM 1/2 OR 5/8 IN. THICK, 4 FT. WiDE WiTH SQUARE OR STATE FIRE MARSHALL Q. PROVIDE DISK FILE ON CAD 2000 RELEASE WITH "AS BUILT" ELECTRICAL $W $MP $W MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; P " SHALL BE REMOVED FROM THE PREMISES DAiLY. TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF 19. REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010. DRAWINGS AT THE COMPLETION OF THE PROJECT. INDICATES PILOT LIGHT; "WP" INDICATES WEATHERPROOF 8. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND 7'-6" VERTICALLY LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN IN THE 20. AMERICANS WITH DISABILITY ACT, JANUARY 26, .1992. R. CONTRACTOR REPRESENTS THAT HiS BID IS BASED UPON THE MANUFACTURERS ���� AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO A ABOVE FLOOR INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. 21. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL ANSI STANDARDS MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. C G DUPLEX RECEPTACLE AT 18" /AS NOTED, ABOVE COUNTER AT TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT TYPICAL PATIENT ROOM MAX DIAM OF OPENING IS 26 IN. ADOPTED BY THE GOVERNING AUTHORITY. THIS INCLUDES BUT IS NOT LIMITED TO S. ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS FOR 42 /AS NOTED, CEILING MOUNTED, GROUND FAULT TYPE, ISOLATED GROUND WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT EXAM€NATION HAS BEEN MADE PATIENT VICINITY DISTANCES i�iO 2 T" PEN TRW - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED SPECIAL REQUIREMENTS FOR FIRE ALARM, ELEVATORS AND HANDICAP PERSONS. DEVICES EXACT LOCATIONS, MOUNTING HEIGHTS AND QUANTITIES PRIOR TO BID AND IG WP TYPE, WEATHERPROOF TYPE,{REFER TO NOTE 10 BELOW) SIMPLEX (AS NOTED) .SUCH AND LATER CLAIMS FOR LABOR EQUIPMENT OR MATERIALS Q ENT TER ALS REQUIRED C. GROUND TEST DOES NOT INCLUDE: EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE 22. iT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL PRIOR TO ROUGH -IN. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES - BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 1. SMALL WALL MOUNTED CONDUCTIVE SURFACES, TOWEL AND SOAP DISPENSERS, ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING APPLICABLE GOVERNING AUTHORITIES, LAWS, ORDINANCES. CODES, RULES, REGULATIONS AND STANDARDS. WHERE DISCREPANCIES OCCUR, NOTIFY THE ARE FOUND. (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WiTH UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND MIRRORS, BED PANS, ETC. SHALL BE MiN OF 0 IN. (POINT CONTACT) TO MAX 2 IN. PIPE, CONDUIT OR ARCHITECT/ENGINEER, IN WRITING, AND ASK FOR INTERPRETATION A MiNIMUM OF T. ELECTRICAL CONTRACTOR MAY COMBINE CIRCUITS IN A COMMON RACEWAY AS LONG AS CONDUCTORS ARE DERATED AS PER NEC. SHARED NEUTRAL SHALL NOT BE SINGLE COVER PLATE AT 18 /AS NOTED, ABOVE COUNTER AT NEW SURVEYS AND FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT 2. LARGE METAL SURFACES NOT LIKELY TO BECOME ENERGIZED, WINDOW FRAMES, TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE 42"/ AS NOTED UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE DOOR FRAMES, FLOOR DRAINS AND MOVABLE CABINETS. FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE TEN DAYS PRIOR TO THE BID OF THE CONTRACT DOCUMENTS. SUBMISSION OF A ALLOWED UNLESS OTHERWISE INDICATED. FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION D. TEST METHOD: USED. PROPOSAL WILL 8E CONSTRUED AS EVIDENCE THAT THE CONTRACTOR SHALL MEET U. ELECTRICAL CONTRACTOR SHALL INCLUDE TRENCHING AND BACKFILLING, CORE 1 -POLE 3 -WAY 4 -WAY SWITCH DIMMER CONNECTED TO WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS, _ A. 8'TF�L PIPE NOM 24 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. THIS INTENT. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR WORK DRILLING, CUTTING AND PATCHING FOR THE INSTALLATION OF HIS/HER WORK WITHIN /H CRITICAL CIRCUIT {RED DEVICE) DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE H 1. BOTH VOLTAGE AND IMPEDANCE MEASUREMENTS MUST BE B. SON Pfr'E -NOM 24 IN. DIAM (OR SMALLER) SERVICE WEIGHT.. (OR HEAVIER) CAST 23. REQUIRED FROM INTERPRETATIONS OF DISCREPANCIES AFTER THE BID. REQUIREMENT OF THE CiTY OF SANFORD. V. BASE BID. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR a DUPLEX RECEPTACLE (RED DEVICE) AT 18 /AS NOTED, ABOVE ARCHITECT/ENGINEER, MAY BE NECESSARY AND IT IS INTENDED THAT MADE. 2. ALL MEASUREMENTS MUST BE TAKEN TO A REFERENCE POiNT OR IN IRON SOL PIPE, NOM 12 IN. DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER} DUCTILE IRON PRESSURE PIPE. C. PERMITS AND INSPECTIONS: OBTAIN AND MAKE ALL PAYMENTS FOR PERMITS AND TO FINAL ACCEPTANCE. COUNTER AT 42"/AS NOTED CONNECTED TO CRITICAL CIRCUIT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. NEAR AREA BEING TESTED. C. CONDUIT' - NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. DIAM INSPECTIONS REQUIRED. AT THE COMPLETION OF THE PROJECT AND BEFORE FINAL ACCEPTANCE OF THE ELECTRICAL WORK, PROVIDE EVIDENCE OF FINAL INSPECTION W. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURERS MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. (2} DUPLEX RECEPTACLE (RED DEVICES) IN SINGLE OUTLET BOX WITH THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES a, GROUND BAR IN A PANEL SERVING AN AREA. b. GROUND JACK IF ONE EXISTING. (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. AND APPROVAL BY THE AUTHORITIES HAVING JURISDICTION. SINGLE COVER PLATE AT 18 /AS NOTED, ABOVE COUNTER AT 42 /AS NOTED ETC., PRIOR TO BID, AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 9. WHERE NEW OPENINGS ARE CUT AND CONCEALED CONDUITS, ETC., c. ESTABLISHED GROUND BUS. D TU - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES CONNECTED TO CRITICAL CIRCUIT ARE ENCOUNTERED, THEY SHALL BE REMOVED OR RELOCATED AS . d. AN ALL METAL COLD WATER PIPE. IE COPPERP� - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. @ ED [a SPECIAL MOUNTED RECEPTACLE AS NOTED, PUSHBUTTON AS REQUIRED. WHERE CONDUIT TO BE REMOVED STUBS THROUGH e. BE CAREFUL OF WASTE PIPE OR SPRINKLER PIPE BECAUSE OF NO -HUB AND F � 7HROLX3H PrRATLNQ PRODUCT* - THE FOLLOWING TYPES OF STEEL FLEXIBLE E. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. NOTED, TELE -POWER POLE FLOORS, WALLS, AND CEILINGS SUCH CONDUIT SHALL BE REMOVED TO THE POINT WHERE THE FINISH SURFACES CAN BE PATCHED VITAULIC FITTINGS. METAL GAS PIPING MAY BE USED: F. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, - -� © FINAL CONNECTION TO EQUIPMENT ADEQUATELY SO THAT NO EVIDENCE OF THE FORMER INSTALLATION f. GROUNDING CONTACT OR A RECEPTACLE THAT IS POWERED FROM A DIFFERENT 1 NOM 2 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), REMAINS. ELECTRICAL CONTRACTOR SHALL FIRE PROOF ANY WALL CIRCUIT FROM THE RECEPTACLE UNDER TEST. ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION IS NOT QQJ ADT JUNCTION BOXES, MOTOR, TRANSFORMER OPENINGS ON FIRE RATED WALLS. REFER TO BUILDING STANDARDS 3. VOLTAGE MEASUREMENTS ARE TO BE MADE BETWEEN REFERENCE POINT AND ASSEMBLY. FOR METHOD TO BE USED. APPROPRIATE CONDUCTIVE SURFACES INCLUDING RECEPTACLE GROUND OIIQA R.JEX WC. ACCEPTABLE. 10. THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION CONTACTS. 2 NOM 1 DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING G. ELECTRICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND FIRE ��® FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER REQUIRED TO ACCOMMODATE THIS PROJECT WHETHER INDICATED ON 4.iMPEDANCE MEASUREMENTS ARE TO BE MADE ONLY BETWEEN REFERENCE N ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL PROTECTION DRAWINGS FOR ESTIMATING AND CONSTRUCTION OF THIS PROJECT. SUBMISSION OF moi® OR CONTACTOR, COMBINATION STARTER/DISCONNECT, ENCLOSED DRAWINGS, OR DIRECTED IN THE FIELD. POINT AND RECEPTACLE GROUND CONTACTS. ASSEMBLY. A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE CIRCUIT BREAKER 11. ELECTRICAL CONTRACTOR MALL PROVIDE TEMPORARY POWER AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR CONNECTING AND AND LIGHTING. E. REOUIRED RESULTS: ENERGIZING EQUIPMENT SHOWN ON THOSE DRAWINGS WILL NOT BE RECOGNIZED. 120/208 QR 120/240V PANELBOARD 12. ELECTRICAL CONTRACTOR SHALL TRACE BRANCH CIRCUITS OF 1. NEW/EXISTING CONSTRUCTION AA & NOM 1 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ELECTRICAL CONTRACTOR SHALL COMMUNICATE DISCREPANCIES TO ENGINEER PRIOR p ® i jC1�rr HOSPITAL SPECIAL REOUIREMEN 1 S ® 277/480V PANELBOARD EXISTING PANELS TO IDENTIFY CIRCUIT BREAKERS SERVING REMODELED AREA. CIRCUIT BREAKERS BEiNG USED TO SERVE a. VOLTAGE - MAXIMUM 20MV +/-20% (24 TO 16MV) b. IMPEDANCE - MAXIMUM 0.1 OHM +/-20% (0.12 TO 0.08 OHM) • ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL SUBMITTING A BID. ® SYSTEMS CABINET- FLUSH MOUNTED. SURFACE MOUNTED (AS NOTED) EXISTING SPACES SHALL REMAIN UNTOUCHED. c. IMPEDANCE (QUIET GROUND) - MAXIMUM 0.2 OHM +/- 20% (0.28 TO 0.12 ASSEMBLY. H. PROVIDE TEMPORARY POWER AND LIGHTING. INCLUDE PERMITS AND UTILITY COMPANY 1. NOTIFY HOSPITAL PROJECT COORDINATOR WHEN PROJECT IS TO COMMENCE & 13. PROVIDE TYPED, UPDATED PANEL DIRECTORIES FOR EXISTING AND NEW OHM) WAFID kf;a NO. FEES FOR TEMPORARY SERVICES WITHIN BASE BID. PROVIDE PROPOSED PROJECT SCHEDULE. ® TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM PANELS USED IN THIS PROJECT. & FILL VOID OR CAVITY MI�ATSAL0 - CAULK OR SEAI-ANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1 /2 1. CONTRACTOR SHALL SCHEDULE ALL DOWN-TIME LITH THE OWNER PRIOR TO BEGINNING THE WORK. PREMUM/OVERTIME RATES MAY BE REQUIRED AND MUST BE 2. MEET WITH AND REVIEW PROGRESS OF CONSTRUCTION & AS -BUILT RECORD DRAWINGS RACEWAY PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT F. GENERAL COMMENTS: 1. THE IMPEDANCE MEASUREMENTS FOR NEW AND EXISTING CONSTRUCTION IN. THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY. APPLIED INCLUDED IN BASE BID, WITH (& AT A FREQUENCY SET BY) HOSPITAL PROJECT COORDINATOR. • L CONNECTION TO GROUND NUMBER(S) VOLTAGE AND WHERE UNIT IS FED FROM. SECURE SHALL BE THE RATIO OF 60HZ VOLTAGE DEVELOPED BETWEEN A POiNT YI1HiN ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL. MIN 1/4 IN. DIAM BEAD OF CAULK J. CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN 3. PROVIDE WRITTEN NOTIFICATION TO HOSPITAL PROJECT COORDINATOR OF TIMES &DATES _ NAMEPLATES NTH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND UNDER TEST AND A REFERENCE POiNT TO 60HZ CURRENT APPLIED TO THE APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH CONFLICTS ARSE WITHIN CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL NOTIFY FOR BUILDING INSPECTIONS OR REVIEW OF CONSTRUCTION BY AUTHORITIES HAVING W p TELEPHONE OUTLET AT 18". WALL TELEPHONE OUTLET AT 54". ADHESIVE INSTALLATION IS NOT ACCEPTABLE. POINT UNDER TEST. IF EXISTING CONSTRUCTION 60HZ OR DC MAY BE USED, SIDES OF WALL. THE HOURLY F RATING OF THE FiRESTOP SYSTEM IS DEPENDENT UPON THE ENGINEER PRIOR TO SUBMITTING A BID. SUBMISSION OF A BID SHALL INDICATE JURISDICTION.AND � � � ® ABOVE COUNTER, PAY TELEPHONE OUTLET. PROVIDE 4 SQ. 14. EXISTING OUTLETS, CONDUIT, WIRE AND EQUIPMENT WHICH DOES THE TEST MUST NOT ENDANGER PATIENT. 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 THAT CONTRACTOR THOROUGHLY REVIEWED CONSTRUCTION DOCUMENTS. 4. PROVIDE COMPLETED HOSPITAL ENGINEERING DEPARTMENT EQUIPMENT REGISTRATION MASONRY (DEEP) BOX AND 1" CONDUIT (WITH INSULATING NOT INTERFERE WITH THE CONSTRUCTION OF THE PROJECT SHALL 2. ALSO, TESTS MUST INCLUDE CORRECT POLARITY OF HOT AND NEUTRAL AND TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY K. WHEN ENGINEER IS NOT AVAILABLE, OR TiME DOES NOT PERMIT, CONTRACTOR SHALL FORMS FOR ADDITION, DELETION, RELOCATION OR PROVISION OF NEW ELECTRIC BUSHING) TO ACCESSIBLE CEILING REMAIN UNTOUCHED. GROUNDING BLADE RETENTION FORCE (40Z. MIN.) IN WHICH IT IS INSTALLED, AS TABULATED BELOW: INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE BID. CIRCUITS, ELECTRICAL PANELS, VALVES OR OTHER EQUIPMENT. BLANK FORMS ARE COMPUTER OUTLET, COMPUTER OUTLET 48", PHONE/bATA PROVIDE 15. AREAS AFFECTED BY CONSTRUCTION SHALL BE CONTACTED FOR G. TEST EQUIPMENT: L. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND TELECOMMUNICATION AVAILABLE FROM HOSPITAL ENGINEERING DEPARTMENT. 0 V �' COORDINATION OF WORK PRIOR TO RENOVATION. LIAAX PIPE OR CO DLIT F RATHO T RAT1 COMPANY FOR LOCATIONS AND REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. 5. COMPLY WITH HOSPITAL ENGINEERING DEPARTMENT STANDARDS FOR EQUIPMENT POWER " 4 SQUARE MASONRY BOX AND 1" CONDUIT (WITH INSULATING 16. JUNCTION BOXES, CONDUIT, SWITCHES, CIRCUIT BREAKERS, 1. USE A MILLIVOLT METER DESIGNED FOR THIS PURPOSE WITH 1 K OHM INPUT DL4jA fid. HR Ifi M. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MANUFACTURERS, PANEL / SYSTEM PANEL / DISCONNECT NAMEPLATiNG, PIPE LABELING, & VALVE TAGGING. BUSHING) TO ACCESSIBLE CEILING ETC., ARE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL RESISTANCE (+/-109:) AT FREQUENCIES OF 1000HZ OR LESS. 1 1 or 2 0+, 1 or 2 SUB CONTRACTORS, VENDORS, AND SUPPLIERS, WITH A COPY OF THESE 6. MAKE CONNECTIONS TO EXISTING SYSTEMS AT APPROVED TIMES MINIMIZING DURATION OF TELEVISION OUTLET AT 18" UNLESS NOTED OTHERWISE ® ( ) CONTRACTOR. 17. CONDUIT RUNS SHALL HAVE SWEEP RADIUS BENDS. 2. USE A HIGH Z MV METER WITH EXTERNAL FREQUENCY SHAPING NETWORK. 1 3 or 4 3 or 4 N. SPECIFICATIONS. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM INTERRUPTION TO EXISTING SERVICES. OBTAIN WRITTEN APPROVAL FOR TIME &DURATION 18. CONDUIT SHALL NOT BE RUN IN STAIRWELLS. 3.RECEPTACLE POLARITY TESTER. 4 1 or 2 0 DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND OF A SCHEDULED SHUTDOWN FROM HOSPITAL ENGINEERING DEPARTMENT. SMOKE DETECTOR, SMOKE DUCT DETECTOR 19. MAINTAIN SEGREGATION OF ALL POWER TYPES, DO NOT 4. RETENTION FORCE TESTER OR MANUFACTURER'S DATA VERIFYING COMPLIANCE 6 3 or 4 0 PROPERLY CORRECT LATENT DEFECTS ARISING WITHIN THIS PERIOD UPON NOTIFICATION BY 7• COMPLY WITH HOSPITAL POLICIES AND PROTOCOLS FOR CONSTRUCTION AND INFECTIOUS COMBINE BRANCHES. THROUGH U.L., NEMA OR OTHER TESTS. 12 1 or 2 0 THE OWNER'S REPRESENTATIVE WITHOUT ADD€TiONAL COMPENSATION. CONTROL. COORDINATE WITH HOSPITAL. Q VOLUME CONTROL 20. USE A MINIMUM 2#12, 1#12 GNO-3/4"C. UNLESS + WHEN COPPER PIPE IS USED, T RATING IS 0 HR. 0. DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM ELECTRICAL CONSTRUCTION AND 8. HOSPITAL SHALL SUBMIT COPIES H THEIR CONSTRUCTION C110N STANDARDS AND INFECTIOUS CONTROL RISK ASSESSMENT TO ARCA FOR REVIEW. OTHERWISE NOTED. 21. FOR ALL MEDICAL GAS, FIRE ALARM. POWER PANELS. DISCONNECTS CONTRACTOR SHALL PROVIDE A UL LISTED FIRE SEALANT APPROVED BY THE FACWTY. PRIOR TO ACCEPTANCE OF THIS WORK, LEAVE THE PREMISES "BROOM CLEAN" INSOFAR AS AFFECTED BY ELECTRICAL WORK. 9. FIRE ALARM AND SMOKE DETECTION SYSTEMS SHALL ALWAYS BE ACTIVE. HEADS MAY BE OS SPEAKER AND EQUIPMENT, PROVIDE AN ENGRAVED TAG WITH PANEL DESIGNATION. FOR POWER PANELS, DISCONNECTS AND EQUIPMENT, ABOVE DRAWING IS TYPICAL OF ONE METHOD OF FIRE PROTECTION AND IT`S INSTALLATION. P. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE "SPECIFIED COVERED DURING HOURS OF CONSTRUCTION BUT THE COVERS SHALL BE REMOVED AT THE END DAY. IF THIS IS IMPOSSIBLE, THEN INSTALL A FIRE WATCH TILL THESE SYSTEMS ARE ® HEAT DETECTOR PROVIDE PROPER VOLTAGE, PHASE, WHERE FED FROM AND THE TYPE CONTRACTOR SHALL CONFIRM WITH APPROVED MANUFACTURER FOR THE EXACT MATERIAL.. SPECIFICATIONS SHALL BE CONSIDERED AS STANDARD" OF QUALITY. NO ACTIVE. OF POWER . CRITICAL, EQUIPMENT OR LIFE SAFETY). COLORS (NORMAL REQUIREMENTS,AND ALL IN TRUC TIONS FORTHE PECI IC TYPEOF I S N SUBBSST>ITUTi�ONTSOSHALDABE•MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AT LEAST 10 10. IF THE FIRE ALARM OR SPRINKLER SYSTEMS IS OUT OF SERVICE FOR ANY EXTENDED � DUCT/SMOKE DETECTOR REMOTE INDICATOR LIGHT OF EACH POWER TYPE ARE AS FOLLOWS: AINS / iNN MARK SHALL DA RIO BID TE W/KEYED TEST SWATCH NORMAL POWER = BLACK FIELD WITH WHITE LETTERS PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST. PERIOD OF TiME (I.E. GREATiR THAN FOUR HOURS) THEN A FIRE WATCH SHALL BE CRITICAL POWER = ORANGE FIELD WITH WHITE LETTERS ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECT THE INSTALLATION, OPERATION, INSTALLED. SEE NFPA 101 ITEM 9.6.1.8 AND 9.7.6. [ SHUTDOWN RELAY, 24V DC EQUIPMENT POWER = GREEN FIELD WITH WRITE LETTERS PERFORMANCE, QUALITY OR LONGEVITY OF THE ELECTRICAL SYSTEMS AS DEFINED HEREIN, 11. DOCUMENT THE TYPE OF FIREPROOFING METHOD BEING UTILIZED ON THE STRUCTURAL LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR WITH NO ADDITIONAL COST TO THE CLIENT, IN ADDITION. ELECTRICAL CONTRACTOR SHALL PROVIDE THE ENGINEERING WITH FRAME FOR THESE AREAS UNDER RENOVATION, I.E. SELF PROTECTING, SPRAY -ON FIRE ( ❑F MANUAL PULL STATION. FLUSH FIRE ALARM = RED FIELD WITH WHITE LETTERS SE'S NO. CAM27 PHOTOMETRIC FLOOR PLANS FOR ANY LIGHTING FIXTURES CHANGES FOR APPROVAL AT LEAST PROOFING, SELECT THE FIRE RATING FOR THE SPRAY -ON FIREPROOFING FOR � HORN NOTE: THE CONDUITS, FITTINGS & J -BOXES MUST BE SPOT PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR 10 DAYS PRIOR TO BID DATE. AND STROBE LIGHT, FLUSH MOUNTED (FORMERLY SYSTEM NO. 202) TYPICAL UL ASSEMBLY (I.E. COLUMNS AND BEAMS) IN CASE PATCHING SCHEDULE ABOVE OR PER HOSPITAL STANDARDS. F RATINGS - 3 HR IS REQUIRED. B. IF A FIRE RAZED MEMBRANE IS BEING EMPLOYED, DOCUMENT. !1S 04F � WALL/CEILING MOUNT STROBE 22. ABANDONED LOW VOLTAGE CABLES WITHIN CEILING SPACES SHALL BE SECTION 16050 -BASIC MATERIALS AND METHODS UL LISTED ASSEMBLY. REMOVED AS PER ARTICLE 725.61 (A) OF THE NFPA-70. l (-""A 3 1 A. RACEWAYS AND FITTINGS: ALL RACEWAYS AND FITTINGS SHALL BE GALVANIZED 12, NO ITEMS OR MATERIALS SHALL BE STORED IN THE EXIT DISCHARGE OR PATH TO THE fM VOICE EVAC SPEAKER 23. DEVICES LOCATED iN RATED WALLS (REFER TO ARCHITECTURAL RIGID STEEL OR INTERMEDIATE METAL CONDUIT WITH LOCKNUTS AND BUSHINGS, WITH PUBLIC WAY. DRAWINGS FOR LOCATION OF RATED WALLS) SHAD. BE PROPERLY I . -I. • `4'' , THE EXCEPTION THAT WHERE SPECIFICALLY ALLOWED BY THE NATIONAL ELECTRICAL 13. THE EXIT ACCESS SHALL REMAIN OPEN AND ACCESSIBLE AT ALL TIMES. VOCE EVAC WEAKER AND STROBE LIGHT, FLUSH MOUNTED PROTECTED AS REQUIRED BY LOCAL CODES. PROVIDE 5 SIDED OF :••.• •... CODE AND APPLICABLE LOCAL CODES. ELECTRICAL METALLIC TUBING (E.M.T) MAY BE .CORRIDOR J -BOXES OR PUDDY PACKS AS NECESSARY. �'. '" USED FOR ALL INTERIOR EXPOSED AND CONCEALED WORK WHERE iT IS NOT SUBJECT 14. ANY DAMAGE FOUND TO EXISTING WALLS, SHALL BE REPAIRED TO THEIR ORIGINAL FIRE 0 DOOR HOLDER EXISTING TO REMAIN FIXTURES, SPEAKERS, CONDUITS, J -BOXES, ' TO PHYSICAL DAMAGE OR CORROSION. FITTINGS SHALL BE STEEL SET SCREW TYPE. RESISTANT CONDITION. 24. CABLES (TELE/DATA, NURSE CALL, COMPUTER, ACCESS CONTROLS L .A s NO PVC, BX OR MC CABLE ALLOWED. INSTALL EXPANSION FITTINGS IN RACEWAYS TS TAMPER S`MTCH ETC.) LOCATED IN WALLS OR ABOVE THE CEILINGS IN THE WORK AREA EVERY 200° LINEAR RUN OR WHEREVER STRUCTURAL EXPANSION JOINTS ARE SHAD_ BE PROPERLY SUPPORTED PER NEC, NFPA, AND ALL STATE, t, , S_ C11CN A -A CROSSED. EXISTING SUBSCRIPT LEGEND'• f �"I 6 � FS FLOW SWITCH FEDERAL ODES AND REVISIONS. PROVIDE LABOR AIND B. i� CONDUCTORS: FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE (#12 UNLESS ALAND REQUIRED. 1 FLOOR OR WA' ASSBABLY - MIN 4-1/2 IN. THICK LIGHT VFEIGHT OR NORMAL WEIGHT (100- OTHERIMSE NOTED) THIN COPPER. NO ALUWA NUM SHALL BE PERMITTED UNLESS BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR 150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE SPECIFICALLY NOTED OTHERWISE. INSTALL ALL VARING IN CONDUIT OR APPROVED ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. �''� IN WALL, SLASH MARKS INDICATE NUMBER OF BLOCKS*. MAX DIAM OF THROUGH OP=ENING IS 12-1/4 IN. RACEWAYS UNLESS OTHERWISE INDICATED. PROVIDE #IOAi"r FOR BRANCH CIRCUITS PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS CONDUCTORS, LONGER SLASH IS NEUTRAL (GROUND V4RE SEE RE E BLOCKS (CAZT) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR OVER 100 FEET IN LENGTH TO ACCOUNT FOR VOLTAGE DROP. PROVIDE #10 GROUND REQUIRED, IN ORDER TO MAINTA€N CIRCUIT CONTINUITY TO EXISTING �- " , 2, 1 #12 GROUND IN NAMES OF MANUFACTURERS. TO CORRESP&4D. ALL CONDUCTOR, AND BE W�REDCH CIRCUITS W>WITH COLORS ALL CARRY A CODED W RE THE ING EQUIPMENT TO REMAIN. MIiNIMUMOUNLESS1OTHERV SE NOTED MARKED). OUIPM NT LISTING NOTES: WITH SAIa4EQCiOLORU'SEE? 1 TiE i MWi8- ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED ' FOR A PHASE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOVS: ERL EXISTING DEVICE/Llaff TO BE RELOCATED. JUNCTION AND EXTEND QUANTITY OF ARROWS INDICATE QUANTITY OF HOMERUNS um EITHER CONCENTRICALLY OR ECCEN TRECALLY WITHIN TIME FIRESTOP SYSTEM. MIN ANNULAR EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. TO PANELBOARD. PROVIDE EQUIPMENT GROUNDING SPACE BETWEEN PIPE, CONDUIT OR TUBING% AND EDGE OF OPENING IS 0 IN. POINT 120/240 VOLT 10: PHASE A - BLACK: PHASE B - RED TIL NEW EXISTING DE PROVIDE EXTEI�iSiOt: OF CONDUCTOR IN ALL BRANCH CIRCUITS. ALL EQUIPMENT IN THIS PROJECT SHALL BE UL LISTED OR US EQUIVALENT ) , CONTACT). MAX ANNULAR SPACE iS DEPENDENT ON PIPE, CONDUIT OR TUBING TYPE AND NEUTRAL - W�H€lE• GROUND - GREEN. PER THE F.B.C. IF ANY EQUIPMENT IS NOT LISTED A FIELD LISTING BY A `� � SIZE AS WELL AS THE F RATING OF TIME SYSTEM, AS SHOWN IN THE TABLE BELOW. PIPE, a ,. 120/208 VCX...T 3�: PHASE A - BLACI.. PHASE B -RED; PHASE C -BLUE; EXILOCSTING IT CONDUIT AS REQUIRED. EXISTING CONDU'T AND WRING AS REQU€RED. {PROVIDE NEW SYW'ITGIT NG ' AS INDICATED) ,, �---. � "� BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR � r E THE THIRD PARTY WILL BE REQUIRED AS FOLLOWS: CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. NEUTRAL - WHITE; GROUND - GREEN. UNDERGROUND. THE FOLLOWNG 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. _ » :N; _ _ 277/480 VOLT 3�: PHASE A BROWN; B ORANGE; PHASE C R EXISTING DEVICE/LIGHT TO BE REMOVED. WHERE EXISTING EQUIPMENT TO REMAIN IS FED VIA EXISTING EQUIPMENT TO BE REMOVED, PROVIDE � , � C �'IC C LEGEND NOTES: �1 ALS L L�C N S 1. EQUIPMENT SUPPLIER/VENDOR SHALL SUPPLY DOCUMENTATION, OSHA APPROVED THiRD PARTY LISTINGS, AND E -FILES FOR ALL EQUIPMENT, WRING, r E3• CONDUIT - NOM 6 IN. DIAM JOR SMALLER RIGID STEEL CONDUIT. NEUTRAL - - YELLOW!; NEUTRAL LIGHT GREY; GROUND �EELN. ALL NECESSARY EXTENSION OF CONDUIT AND WRING AS REQUIRED IN - TRANSFORMERS, LIGHT'S, ETC. IN THIS PROJECT TO AN ENGINEER NTH � ` Q CONDUIT - NOM 4 IN. DIAM OR SMALtER STEEL ELECTRICAL METALLIC TUBING OR STEEL ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT. 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SMALL BE PF:OVIDED PENINSULA ENGINEERING SEVEN 7 Wt�dK€i4G DAYS PRIOR TO INSPECTION ( ) a; CONDUIT. P D COPPER TUPNG - NOM 3 IN. DiM�A (OTR SMALLER) TYPE L (OR HEAVER) COPPER TUBING. A DEDICATED NEUTRAL CONDUCTOR SHALL BE INSTALLED FOR ALL CIRCUITS DEDICATED OR NOT. NO SNARING OF THE NEUTRAL SHALL BE PERMITTED. RPL EXISTING DEVICE/LIGHT TO BE REPLACED. EXISTING CIRCUIT WIRING TO FOR ALL DEVICES LIGHTING FIXTURES SWTCHES RECEPTACLES ETC. ' FOR REVIEW AND APPROVAL z: I- COPPER PIPE - NOTA 3 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. REMAIN. REFER TO RENOVATION PLAN FOR MORE INFORMATION. 2. A DEDICATED NEUTRAL CONDUCTOR SHALL BE INSTALLED FOR ALL CIRCUITS 2. DEVICES THAT DO NOT MEET OSHA APPROVED THIRD PARTY LISTINGS OR ARE v P. IRON PIPE - NOM 10 IN. D€A'�I (Oft: SMALLER) CAST OR DUCTILE PIPE. C. FINAL CONNECTIONS TO MOTORS OR EQUIPMENT SUBECT TO VIBRATION SHALL BE DEDICATED OR NOT. NO SHARING OF THE NEUTRAL SHALL BE PERMITTED. NOT LISTED SHALL BE FIELD LISTED BY A QUALIFIED AGENCY PRIOR TO - MADE UP WITH GREENFIELD IN DRY LOCATIONS AND WITH JACKETED, LIQUID- TIGHT. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS 3. SWATCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE 20A MEiNIMUM. INSPECTION AND DOCUMENTATION SHALL BE PROVIDED. THIS SHALL BE THE m Ptd I,AAX NW M IF LtAX AtC&ILAR FLEXIBLE, GALVANIZED STEEL CONDUIT IN WET OR DAMP LOCATIONS. LOCATE ALL ALL RECEPTACLES iN PATIENT CARE AREAS SHALL BE HOSPITAL GRADE RESPONSIBILITY OF THE EQUIPMENT MANUFACTURER. CONDW OR COICUfCX%TLUM PA7M &FACE DEVICES AND EQUIPMENT WHERE SHOWNON DRAWINGS. ALL DIMENSIONS SHOWN ON 20A MINIMUM UNLESS OTHERWISE NOTED. ALL NORMAL DEVICES TO BE o i� TW IIS • THE DRAWINGS ARE FROM FINISHED FLOOR TO THE CENTER OF THE DEVICE UNLESSg POLICY N OUTAGES AGES IVORY (COORDINATE COLOR VATH ARCHITECT PRIOR TO ORDER) AND ALL 3. ALL EQUIPMENT SHALL BE UL 60601 COMPLIANT. Q A or F 10 3 3/4 OTHERWISE INDICATED. STANDARD MOUNTING HEIGHTS ARE AS FOLLOWS: CRITICAL DEVICES TO BE RED. Q_ B 6 3 3 4DEVICES HEIGHT AFF AT DEVICE CENTER U UNS: 4. ELECTRICAL CONTRACTOR MAY COMBINE SAME CIRCUIT TYPES IN A COMMON C 4 3 1-1 2 1. ELECTRICAL OUTLETS 18" RACEWAY AS LONG AS CONDUCTORS ARE DERATED AS PER NEC. SHARED D AND E 3 3 3 4 2. ELECTRICAL OUTLETS ABOVE COUNTER 42" PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING NEUTRALS SHALL NOT BE ALLOWED. A DEDICATED NEUTRAL SHALL BE PROVIDED 3• TELEPHONE 18" SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT FOR EACH CIRCUIT PER 2008 NEC. D AND E 1 3 1 2 1 7/8 4. WALL TELEPHONE 54" LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION 5. ALL NEW AND EX€STiNG COVER PLATES IN THE PROJECT AREA SHALL BE & FILL VOID, OR CAVITY MATERIALS* - PUTTY - MOLDABLE PUTTY MATERIAL KNEADED BY 5, LIGHT SWATCHES 46" OF SERVICE FOR APPROVAL OF THE WORK. ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. METAL PLATES SHALL BE m HAND AND APPLIED TO FILL ANNULAR SPACE TO A MIN DEPTH OF 1 IN., FLUSH WITH TOP 6. THERMOSTATS SEE MECH SPECS RED LETERING FOR CRITICAL CIRCUITS AND BLACK LETTERING FOR NORMAL SURFACE OF FLOOR. IN WALL ASSEMBLIES, REQUIRED PUTTY THICKNESS TO BE " 7. FIRE ALARM DEVICES - 80 TO BOTTOM OF GLASS/& PER LATEST ADA REGULATIONS CIRCUITS. PHENOLIC PLATES SHALL BE A RED PLATE WITH WHITE LETTERING INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL. 8. DISCONNECT SWATCHES 60" TO TOP FOR CRITICAL CIRCUITS AND IVORY/WHITE/I+AATCH EX€STiNG PLATES WITH _W 9. PANELBOARDS 72" TO TOP BLACK LETTERING FOR NORMAL CIRCUITS. a .M CONTRACTOR SHALL PROVIDE A UL LISTED FIRE SEALANT APPROVED BY THE FACILITY. 10. EXIT SIGNS AS NECESSARY 6. PROVIDE A PULL STRING IN ALL EMPTY CONDUITS. ABOVE DRAWING IS TYPICAL OF ONE METHOD OF FIRE PROTECTION AND IT'S INSTALLATION. 11. SPECIAL DEVICES AS NECESSARY 7. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL CIRCUIT ECONTRACTOR SHALL CONFIRM WITH APPROVED MANUFACTURER FOR THE EXACT MATERIAL. NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. UREQUIREMENTS, AND INSTALLATION INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION. D. ELECTRICAL CONTRACTOR SHALL REVIEW ONE LINE POWER RISER DIAGRAM IN 8. WHERE JUNCTION BOXES APPEAR ON PLANS AS BACK TO BACK, OUTLETS CAULK/SEALANT SHALL BEAR THE UL CLASSIFICATION MARKING. THE CONTRACTOR SHALL CONJUNCTION WITH SWITCHGEAR MANUFACTURER REPRESENTATIVE TO CROSS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. WHERE WALLS AND PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST. REFERENCE POWER RISER WITH PANEL SCHEDULES AND VERIFY VOLTAGES, AMPS, PARTITIONS ARE REQUIRED TO HAVE A MINIMUM OF 1 -HOUR LUGS SIZES/ NUMBER AND CABINETS DIMENSIONS PRIOR TO SUBMITTING A BID. FIRE -RESISTANCE RATING, BOXES SHALL BE SEPARATED BY A MINIMUM E. EXERCISE CARE IN CONNECTING THE VARIOUS ELECTRICAL LOADS TO THE PANELS IN HORIZONTAL DISTANCE OF 24" INCHES OR PROTECTED WITH UL LISTED PUTTY ORDER TO ARRIVE AT A REASONABLE BALANCE BETWEEN LOADS IN EACH PHASE AT PADS, 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. ._. 0 ' W - 0 J r 2 . FE 7 U O M III ­ - - 0 PENINSULA ENGINEERING INC 2018 ALDEN ROAD ORLANDO, FLORIDA 32803 ® 1089 VOICE 40 .246.1688 FAX 407.246.1664 http: //www.ppelfla.com E -Mail to: pei®pelfla.com Copyright - Ali ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shill be used by or disclosed to any person, rum or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ,ght �. e �', .A ,. � 0 �' 1; 11 jok #,I7 41111111111,,; PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB VOICE 401 246.1688 FAX 407.246.1664 http //www.ppeiflo.com E—Mail to: pei0petfla.com a) E 0 Z a: u- c a) E D U O W a s, m v a� O a c a� E U O y Lu N J w.4 C O E 7 U O 0 i U. • co a.ti I'. NONE=j k :4 a) E 0 Z a: u- c a) E D U O W a s, m v a� O a c a� E U O y Lu N J w.4 C O E 7 U O 0 E z c E U O LJ d m v ar 0 a c m E U O v W rn O JC N E U 0 0 2EC1-19 2EC-20 HYPERBARIC i ERL VLER BAR I l�TERHYPERBARIC ®2A-17 PAI . 2A-17 PAT. J PAT. sowl 80w B R EXIS R M . EXISTING R`i J R EXI ! \ �� . HEA . WALL Rn Hr DWALL2 4 �Z, A 4 z45 I 4� 2 2 o 2EC-28 2EC-2OR 2EC-28 2 2 2 37 R C t ' 2A-17 R® TLT. TLT. C TLT. CALL R 4A J� 2 45 B NURSE r 1 2 N� 2 nA 2EC-22 R HTAT. BARIC EXISTING RM . DWAI 247 7 r__ TLT. 247B 7 3 CA SE 3 3 °° o � RCI (�� o I o _ R � C�11 J.C. - I --� C -ST. T2064 I� ' ---� i !" T2 0 6 2 - R MED R D GAS C .R .R - ' VA Li �- PANEL C (� V \ R. T L 12EA-11 _ -- T2065 T2063 } ®ANT. 0 ANT. M1S MIS ERL ERL ERL ERL I R 711 --- L_ o ° TLT. R� i ERL R�� o -------------1111-, T2067 I ER l I a ®SMOKE R ' DETECTOR VIP 1 � RM. 299 C PAT. R ERL ERL R 80"70' NEURO �Q_ J J J R �, RM.0 l 1711-----E�L s 0: R Il SLEEP c (� _____ - 24 S T O P = 2E-22 ; I �' URSE LAB l I T �- 'CABIN T s i -------- -i 2 0 6 0 l ___________ l l ® ERL T2066 �------- --------- ' OFFICE 1 2068 Lf`fl:L, s l 4— 1 r a. R i Fr ERL I't ' JI i ERL _GO_ L_- ---� - _J----- ----' ------------------------ CORR. T2056 SOILED / TLT. UTI L. ' _STO R. 248A T,� LINEN , C X1092 _ TLT. T20D/ 2086 ____ r7c, F �>feal�l�l�l I o° t �° al FAMILY OFFICE ELEV�. i ELE1/. CASE MED. or DEMODEMOLMON PLANO OO' • i EXISTING SUBSCRIPT LEGEND: ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED, IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT TO REMAIN. ERL EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION AND EXTEND EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. NL NEW LOCATION OF EXISTING DEVICE/LIGHT. PROVIDE EXTENSION OF EXISTING CONDUIT AND WIRING AS REQUIRED. (PROVIDE NEW SWITCHING AS INDICATED) R EXISTING DEVICE/LIGHT TO BE REMOVED. WHERE EXISTING EQUIPMENT TO REMAIN IS FED VIA EXISTING EQUIPMENT TO BE REMOVED, PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT. RPL EXISTING DEVICE/LIGHT TO BE REPLACED. EXISTING CIRCUIT WIRING TO REMAIN. REFER TO RENOVATION PLAN FOR MORE INFORMATION. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS GENERAL NOTES 1ALL DEVICES SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. JUNCTION BOXES ABOVE A HARD CEILING SHALL BE RE -LOCATED TO ABOVE AN ACCESSIBLE CEILING OR ACCESS PANELS SHALL BE PROVIDED. ALL NEW AND EXISTING JUNCTION BOXES SHALL BE READILY ACCESSIBLE FROM CEILING ACCESS DOOR. (REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE). COORDINATE LOCATION OF ACCESS PANELS W9TH ARCHITECTURAL DRAWINGS. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WTHIN THE WORK AREA AND KEEP A WRITTEN RECORD. PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. PER 2008 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE-USED/MORTIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 5. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 6. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 7. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 8. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 9. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. PROVIDE NEW AS REQUIRED. NORMAL CIRCUIT RECEPTACLES TO BE IVORY (VERIFY WITH ARCHITECT) AND CRITICAL CIRCUIT RECEPTACLES TO BE RED. 10. PER NFPA 70 725.25 ALL ABAND014ED PLTC (Power Limited Tray Cable), CLASS 2, AND CLASS 3 CABLES SHALL BE REMOVED. KEYED NOTES: 01 EXISTING MED GAS ALARM PANEL SHALL BE REMOVED. ELECTRICAL CONTRACTOR INTERCEPT EXISTING LIFE SAFETY CIRCUIT AND EXTEND TO NEW MED GAS ALARM PANEL LOCATION. PROVIDE CONDUIT, J -BOXES, VARE, ETC. AS REQUIRED. REFER TO RENOVATION PLAN FOR MORE INFORMATION. 02 EXISTING RECEPTACLE SHALL BE RE -CIRCUITED. REFER TO RENOVATION PLAN FOR MORE INFORMATION. V EXISTING SIMPLEX RECEPTACLE AND SV?1TCH MOUNTED IN THE WALL FIXTURE SHALL BE REMOVED. REMOVE W1RES BACK TO NEAREST SOURCE. PROVIDE A BLANK FILLER PLATE. MATCH EXISTING FINISH. 4o ELECTRICAL CONTRACTOR SHALL VERIFY WTT'rI THE FACILITY AND STAFF IF EXISTING DEVICE IS REQUIRED AND FUNCTIONS PROPERLY. REMOVE IF NO LONGER REQUIRED. REPAIR/REPLACE IF STILL REQUIRED. RELOCATE TO NEW NURSES STATION AS REQUIRED. REFER TO RENOVATION PLAN FOR MORE INFORI MATTON. O EXISTING CRITICAL CIRCUIT SHALL BE SALVAGED AND REUSED IN THE RENOVATION. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB VOICE 40.246.1688 FAX 407.246.1664 E= http: //www.ppteifla.com to: polOpelflo.com Copyright — All ideas. designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed For use on and h 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, Inca SCALE: N.T.S 80 'J fn. 7 3 CA SE 3 3 °° o � RCI (�� o I o _ R � C�11 J.C. - I --� C -ST. T2064 I� ' ---� i !" T2 0 6 2 - R MED R D GAS C .R .R - ' VA Li �- PANEL C (� V \ R. T L 12EA-11 _ -- T2065 T2063 } ®ANT. 0 ANT. M1S MIS ERL ERL ERL ERL I R 711 --- L_ o ° TLT. R� i ERL R�� o -------------1111-, T2067 I ER l I a ®SMOKE R ' DETECTOR VIP 1 � RM. 299 C PAT. R ERL ERL R 80"70' NEURO �Q_ J J J R �, RM.0 l 1711-----E�L s 0: R Il SLEEP c (� _____ - 24 S T O P = 2E-22 ; I �' URSE LAB l I T �- 'CABIN T s i -------- -i 2 0 6 0 l ___________ l l ® ERL T2066 �------- --------- ' OFFICE 1 2068 Lf`fl:L, s l 4— 1 r a. R i Fr ERL I't ' JI i ERL _GO_ L_- ---� - _J----- ----' ------------------------ CORR. T2056 SOILED / TLT. UTI L. ' _STO R. 248A T,� LINEN , C X1092 _ TLT. T20D/ 2086 ____ r7c, F �>feal�l�l�l I o° t �° al FAMILY OFFICE ELEV�. i ELE1/. CASE MED. or DEMODEMOLMON PLANO OO' • i EXISTING SUBSCRIPT LEGEND: ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED, IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT TO REMAIN. ERL EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION AND EXTEND EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. NL NEW LOCATION OF EXISTING DEVICE/LIGHT. PROVIDE EXTENSION OF EXISTING CONDUIT AND WIRING AS REQUIRED. (PROVIDE NEW SWITCHING AS INDICATED) R EXISTING DEVICE/LIGHT TO BE REMOVED. WHERE EXISTING EQUIPMENT TO REMAIN IS FED VIA EXISTING EQUIPMENT TO BE REMOVED, PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT. RPL EXISTING DEVICE/LIGHT TO BE REPLACED. EXISTING CIRCUIT WIRING TO REMAIN. REFER TO RENOVATION PLAN FOR MORE INFORMATION. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS GENERAL NOTES 1ALL DEVICES SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. JUNCTION BOXES ABOVE A HARD CEILING SHALL BE RE -LOCATED TO ABOVE AN ACCESSIBLE CEILING OR ACCESS PANELS SHALL BE PROVIDED. ALL NEW AND EXISTING JUNCTION BOXES SHALL BE READILY ACCESSIBLE FROM CEILING ACCESS DOOR. (REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE). COORDINATE LOCATION OF ACCESS PANELS W9TH ARCHITECTURAL DRAWINGS. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WTHIN THE WORK AREA AND KEEP A WRITTEN RECORD. PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. PER 2008 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE-USED/MORTIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 5. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 6. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 7. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 8. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 9. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. PROVIDE NEW AS REQUIRED. NORMAL CIRCUIT RECEPTACLES TO BE IVORY (VERIFY WITH ARCHITECT) AND CRITICAL CIRCUIT RECEPTACLES TO BE RED. 10. PER NFPA 70 725.25 ALL ABAND014ED PLTC (Power Limited Tray Cable), CLASS 2, AND CLASS 3 CABLES SHALL BE REMOVED. KEYED NOTES: 01 EXISTING MED GAS ALARM PANEL SHALL BE REMOVED. ELECTRICAL CONTRACTOR INTERCEPT EXISTING LIFE SAFETY CIRCUIT AND EXTEND TO NEW MED GAS ALARM PANEL LOCATION. PROVIDE CONDUIT, J -BOXES, VARE, ETC. AS REQUIRED. REFER TO RENOVATION PLAN FOR MORE INFORMATION. 02 EXISTING RECEPTACLE SHALL BE RE -CIRCUITED. REFER TO RENOVATION PLAN FOR MORE INFORMATION. V EXISTING SIMPLEX RECEPTACLE AND SV?1TCH MOUNTED IN THE WALL FIXTURE SHALL BE REMOVED. REMOVE W1RES BACK TO NEAREST SOURCE. PROVIDE A BLANK FILLER PLATE. MATCH EXISTING FINISH. 4o ELECTRICAL CONTRACTOR SHALL VERIFY WTT'rI THE FACILITY AND STAFF IF EXISTING DEVICE IS REQUIRED AND FUNCTIONS PROPERLY. REMOVE IF NO LONGER REQUIRED. REPAIR/REPLACE IF STILL REQUIRED. RELOCATE TO NEW NURSES STATION AS REQUIRED. REFER TO RENOVATION PLAN FOR MORE INFORI MATTON. O EXISTING CRITICAL CIRCUIT SHALL BE SALVAGED AND REUSED IN THE RENOVATION. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB VOICE 40.246.1688 FAX 407.246.1664 E= http: //www.ppteifla.com to: polOpelflo.com Copyright — All ideas. designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed For use on and h 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, Inca SCALE: N.T.S E z U O C W A. cc a; c a c a: E C C C -i z L r f HYPER � HYPERBARIC �. HY SIC PAT. 4 RR. AT. ; R OR M. R _ . 246 �ER� 4 R ! OR 1 O °R R _ ^ R R O R X R O T61. TLT. R TLT. 244A 245E 1r �I t 2 eA OR OR IL t404 Rrv. 2EC-9 ° I -n EC —9 T2064 ° ,-� . NEURO SLEEP LAB C ­T2066 H .1 ° T_065 ° GFU F -AM I LfvA I T HYPERBARIC PA IN A CLZ47_ OR TLT. 247 B" Ck 2EC-9� We - 01 C LST. ///__-CT2ff�2� 6R R UVR R R - T2063 R R I -------------------- 1 i------------------- 7 --_ -_- I R L--1—� R PAT. 4A R RM. R R ---- I 1 R RI I W; 1 `— ---- -------------------- ---- 1 ---- f zR -Ell4 r 11 I'j a� 1 l 11 I `� ° 1 j t� t n o ----- --� \\ Il 12 fL_Ji I I 1 \ II I T2056 SOILED / TLT. ----- HTIL. SITOR. 248A LINEN T2��2 TLT. T257 4--U 0 8 6 EMOLMON SCALE: 1 /4" = i' — ( ELEV. i' li E E\%. CASE k A /�\ —,�—=— � MED.! r- LIGHTING GENERAL NOTES ALL DEVICES SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. JUNCTION BOXES ABOVE A HARD CEILING SHALL BE RE—LOCATED TO ABOVE AN ACCESSIBLE CEILING OR ACCESS PANELS SHALL BE PROVIDED. ALL NEW AND EXISTING JUNCTION BOXES SHALL BE READILY ACCESSIBLE FROM CEILING ACCESS DOOR. (REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE). COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECTURAL DRAWINGS. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND KEEP A WRITTEN RECORD. PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. PER 2008 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODTIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 5. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 6. ALL REUSABLE DEVICES,FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 7. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 8. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 9. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING SWITCHES IN THE PROJECT AREA ARE SPEC GRADE. PROVIDE NEW AS REQUIRED. NORMAL CIRCUIT SWITCHES TO BE IVORY (VERIFY WITH ARCHITECT) AND CRITICAL CIRCUIT SWITCHES TO BE RED. NORTH KEYPLAN - SECOND FLOOR SCALE: N.T.S 4- ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 08a VOICE 4011%.1688 FAX 407.246.1664 http //www.ppeifla.com E— % to: pelopelflaxom Copyright — NI 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 shah be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. &- rightc. r 4 Cr. 0 LL 0 Z IF DL 0:._. 0 0 K. DRAWN JEA SHEET I 45 E 0 z m LA- c a� E D U 0 0 w CL Co v 0 a a� E U 0 0 a> W . y Q J E 3 u 0 r1% PATIENT---,, TOILET 1200 1 J , i! N NL EXISTING NLn NL HEADWALL O A 2EC-2B ,017 2A-30 LJ 12 PATIENT PATIENT ROOM ROOM G 4 245 0 0 e T NL ®ANT. i I y ID o ° I - . l I PATIENT ROOM 201 0:. -:Ell J� r- L L' �- - ! '.� - �� • fes' .- \`,! �' SCALE:1 /4" _ 1' - EXISTING EXISTING HEADW HEADWALL 2r)-2EC-20 J 2A 33 2A-34 PATIENT ROOM 246 _In EXISTING PATIENT ROOM - 241 L I _L_J NIL NL NL ®ANT. MIS MIS NOUR. 20618 2E -21 NL NL 2EC. 21 Ne L ILLG - NL G(J) - ' p 2EC-21 NIL CLEAN { IT20601 ' o 72EC-10 M , MEDS iTz, 061Aj m IN WALL CABINET 1 m s SMOKE DETECTOR VIP Y RM. 299 3 NURSE STATION R� T2061 2A-21 NCMS 2EC-24 \/ PA RM. 248 CORK. 215 F NIL (D MED GAS �- ALAR M PANEL 2EA-11 j p j L j 1 I r.VAJ C i ............................................... NURSE CALL PATIENT STATION CRITICAL CRITICAL CIRCUIT CIRCUIT NORMAL AL CIRCUIT I CIRCUIT HEADWALL TWU JACK STATION (AJ) ------------------ SwT oi NORMAL PHONE I BED OUTLET I /BATA I { I I t - TT_ -------------- -I II II FLOOR PROPOSED HEADWALL DETAIL SCALE:NONE NOTES 1. ALL RECEPTACLES SHALL BE HOSPITAL GRADE. 2. ALL DEVICE LOCATIONS AT THE HEADWALL SHALL BE COORDINATED WITH ARCHITECTURAL, MILLWORK AND DIVISION 15 (MED GAS OUTLETS) PRIOR TO ROUGH IN. 3. PROVIDE A MINIMUM OF FOUR (4) DUPLEX RECEPTACLES FOR EACH PATIENT HEADWALL DIVIDED ON BOTH SIDES OF THE STATION AND ONE (1) SIMPLEX RECEPTACLE (BED). A. TWO (2) SHALL BE CONNECTED TO CRITICAL BRANCH POWER. RECEPTACLES AND COVERS SHALL BE RED. B. TWO (2) SHALL BE CONNECTED TO NORMAL BRANCH POWER RECEPTACLES AND COVERS SHALL BE IVORY (COLOR BY ARCHITECT 3. THERE SHALL NOT BE MORE THAN A TOTAL OF SIX (6) DUPLEX RECEPTACLES PER CIRCUIT. 4. ALL RECEPTACLE COVERS SHALL HAVE ENGRAVED COVER PLATES TO INDICATE THE PANEL BOARD AND CIRCUIT NUMBERS SERVING THAT DEVICE. 5. NORMAL AND CRITICAL CIRCUITS SHALL BE ROUTED IN SEPARATE RACEWAYS. DO NOT COMME IN ONE RACEWAY. 6. LOW VOLTAGE (NURSE CALL, PHONE, ETC.) IN HEADWALL SHALL HAVE SEPARATION BARRIERS FROM UNE VOLTAGE CONDUCTORS. ELECTRICAL WIRING NOTE ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS THE GROUNDING OF RECEPTACLES AND FIXED ELECTRICAL EQUIPMENT IN PATIENT CARE AREAS SHALL COMPLY WITH ARTICLE 517.13(A) AND (B). UTILIZE EMT CONDUIT ONLY. ADD ALTERNATE FOR PATIENT ROOM= CONTRACTOR SHALL PROVIDE AN ADD ALTERNATE PRICE TO PROVIDE CONDUIT, J -BOXES, ETC. FROM EACH PATIENT HEADWALL TO TV LOCATION. PROVIDE NEW COAX CABLE, TV RELAY MODULE, TV PLATE, JUMPERS, ETC. SO THE TV CAN BE CONTROLLED FROM THE NEW PATIENT BED PILLOW SPEAKER. COORDINATE WITH RAULAND-BORG PRIOR TO PRICING. TV'S CONTROLLED BY THE PILLOW SPEAKER MUST BE LISTED FOR USE IN HEALTHCARE FACILITIES PER THE LISTING REQUIREMENTS OF THE NURSE CALL SYSTEM. PROVIDE DOCUMENTATION ON UL LISTING. INSTALLING CONTRACTOR TO PULL TV/LIGHTING/ENTERTAINMENT CABLE TO BED INTERFACE. RIESPONDER 5 NURSECALL SYMBOL LEGEND [_Q,JIDV=VT 3A; �C--X 3A.CK0OX VO.,NII\G ?';;JI^FC NSTJI . 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"•gin"r\ %A I P, 'ONd-N'IJTIY C,A" G -fZ ra""WT si , RIT N.^.1 I\S'- _11- - :!h -R IMF—: III" tAa\ ra•"T.I'-i:" IALr A ;.; "1 1717,011W1r TA31i -Or, WL _, , \. 1\5 ALL •_-� L•ANU-PC 'E:: I? n' '.At. GENERAL NURSE CALL NOTES 1. NEW NURSE CALL DEVICES SHALL BE CONNECTED TO RAULAND-BORG RESPONDER 5 SYSTEM. 2. ELECTRICAL CONTRACTOR SHALL PROVIDE AND COORDINATE CONDUIT ROUTING AND J -BOX LOCATIONS WITH NURSE CALL CONTRACTOR. SUPPORT PER NEC. REFER TO VENDOR DRAWINGS FOR MORE INFO. 3. ALL CABLING TO BE FIELD TERMINATED BY INSTAWNG CONTRACTOR. 4. DEVICE LOCATIONS ARE FOR ILLUSTRATION ONLY. FIELD DETERMINE ACTUAL PLACEMENT. 5. PROVIDE INSULATING GROMMETS WITH STRAIN RELIEF AT ALL REQUIRED LOCATIONS. 6. FOR CIRCUITING/WIRING COORDINATE WITH NURSE CALL CONTRACTOR DRAWINGS AND DIAGRAMS. CABLING IS ANTICIPATED TO BE FREE WIRED & SUPPORTED WITH J -HOOKS PER THE NEC. 7. ONCE NURSE CALL IS INSTALLED, STAFF IN EACH DEPT. SHALL BE TRAINED/INFORMED OF CALLS & PROCEDURES. HOSPITAL NEEDS TO PROVIDE A WRITTEN PROCEDURE FOR THE STAFF & HOW THEY SHOULD RESPOND FOR AHCA & PRESENT AT THE AHCA INSPECTION. B. ALL NEW NURSE CALL EQUIPMENT SHALL BE CONNECTED TO THE NEW RAULAND-BORG NURSE CALL SYSTEM. 9. PROVIDE PROGRAMMING OF ALL NECESSARY EQUIPMENT FOR PROPER OPERATION. 10. ALL PRODUCTS SHALL BE U.L LISTED. 11. LOCATION OF ROUGH -IN FOR ALL BED INTERFACE UNITS MUST AVOID INTERFERENCE OR DAMAGE FROM PATIENT BED. 12. NOTE: THE CONDUITS, FITTINGS & J -BOXES MUST BE SPOT PAINTED TO INDICATE THE BRANCH OF POWER. COLORS OF EACH BRANCH OF POWER ARE AS FOLLOWS: NORMAL POWER = BLACK CRITICAL POWER = ORANGE EQUIPMENT POWER = GREEN LIFE SAFETY POWER = YELLOW FIRE ALARM = RED 13. PROVIDE AN EQUIPOTENTIAL GROUND TEST FOR EACH PATIENT ROOM AS REQUIRED BY NEPA-99. REFER TO SHEET EO.1 AND THE SPECIFICATIONS FOR MORE INFORMATION. 14. NEW CODE BLUE DEVICES SHALL BE CONNECTED TO THE NURSE CALL SYSTEM. CODE BLUE TO REPORT TO PBX & NURSE STATION. PROVIDE TYPED UPDATED DIRECTORIES. 15. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER THE 2010 EDITION OF THE FGI GUIDELINES IN AREAS INDICATED. 16. EXISTING TVS MUST BE LISTED FOR USE IN HEALTHCARE FACILITIES PER THE LISTING REQUIREMENTS OF THE NURSE CALL SYSTEM. PROVIDE DOCUMENTATION ON UL LISTING. INSTALLING CONTRACTOR TO PULL TV/LIGHTING/ ENTERTAINMENT CABLE TO BED INTERFACE. EXISTING SUBSCRIPT LEGEND ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED, IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT TO REMAIN. ERL EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION AND EXTEND EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. NL NEW LOCATION OF EXISTING DEVICE/LIGHT. PROVIDE EXTENSION OF EXISTING CONDUIT AND WIRING AS REQUIRED. (PROVIDE NEW SWITCHING AS INDICATED) R EXISTING DEVICE/LIGHT TO BE REMOVED. WHERE EXISTING EQUIPMENT TO REMAIN IS FED VIA EXISTING EQUIPMENT TO BE REMOVED, PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT. RPL EXISTING DEVICE/LIGHT TO BE REPLACED. EXISTING CIRCUIT WIRING TO REMAIN. REFER TO RENOVATION PLAN FOR MORE INFORMATION. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS NERAL NOTES 1. SHADED DEVICES ARE EXISTING TO REMAIN AND ARE SHOWN FOR REFERENCE ONLY. 2. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 3. PER 2008 NEC 210.4 A DEDICATED NEUTRAL SHALL BE PROVIDED FOR ALL CIRCUITS. SHARED NEUTRALS SHALL NOT BE ALLOWED. 4. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND MILLWORK DRAINGS AND DIAGRAMS PRIOR TO ROUGH IN. 5. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE WHITE/BLACK LETTERS ON RED PLATE FOR CRITICAL AND BLACK LETTERS ON SPECIFIED COLOR PLATE FOR NORMAL CIRCUITS. 6. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OANER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 7. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE DEVICE IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS/RIVETS OR APPROVED CEMENT/ADHESIVE. NAIA7- LATES SHALL BE COLORED AS PER SPECIFICATIONS. 8. PROVIDE AN EQUiPOTENITIAL GROUNDING TEST FOR THE PATIENT CARE AREA AS PER THE SPECIFICATIONS. KEYED NOTES: �1 CONNECT TO NEW MED ALARM PANEL PER MIANUFACTURERS SPECIFICATIONS. COORDINATE WITH DIVISION 15 PRIOR TO ROUGH IN AND FINAL CONNECTIONS. �2 TV CONTROL CABLE FROM THE NURSE -CALL PATIENT STATION TO THE TV OUTLET AND TV PATCH CABLES FROM THE TELEVISION TO THE TV PLATE - ONE (1) COAX AND ONE (1) 1/4w TO 1/4" DATA CABLE. (TYPICAL) �l EXISTING DEMCE NEW LOCATION IF DEVICE IS REQUIRED. r;r , NORTH KEYPLAN SECOND FLOOR SCALE: N.T.S PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB JD89 VOICE 40 .246.1688 FAX 407.248.1664 h�P' Ilwww.peifla.corn E-MaN to: pelopeifla.com Copyright - All ideas, designs, methods and plans Indkaled 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. 205 S� ~. $ry�1n, G. ler, PE, FL,, No. 6460t' Y4- DR® JEA a E C z a a E i c C 4 Q I a z a n C a f c c z L a■■ 11 B E-11 :_:0 0 0 1 T l No-- MENEM 001010111010 Im4e ONE 0 M tin an 0 su EM1110 am Ban HIM 100�!i I,; FIE 011- "-SOMME lmmm�� i III ME MEMNINMEEMME no 0 I *Amos '�545 moms Lill I livem 01 ®1t■■■:■ lia■■■ n■■■m■ L=—===_ ■NM,W■ �. D ' LEI I - - - a - - - - X. — — .------------------------ --------- --- I 1 y I — RENOVATION PLAN SECOND FLOOR - LI NG SCALE: 1 /4" = 1' - 0" — . — . — . — - — . — . — . — - — . � j f 0 1 l",K-TINGFm1X"-"T` ._ FIXTURE { TYPE DESCRIPTION MANUFACTURER/MODEL j VOLTAGEf LAMPS QUANTITY/TYPE MOUNTING KEYED NOTES 0 A 2' X 4' (5 WAY) MULTI -FUNCTION PATIENT ROOM RECESSED FLUORESCENT WITH ELECTRON,,- (LOW VOLTAGE) SEQUENTIAL SWITCH TO BE OPERATED BY COOPER: UNV (6) 40W BIAXIAL RECESSED PILLOW SPEAKER. EXAM LICNT SEC11ON SMALL HAVE 38 CELL SPECULAR ALUMINUM PARABOLIC LOUVER AND A BAKED VMITE ENAMEL FINISH. MPR-G-64013X-UNV-EBX3-LV RELAY B 6" ROUND LED DOWN LIGHT VATH DINMING BALLAST. COOPER/PORTFOLIO: LD615DO10-ERM68351JWF UNV LED INCLUDED RECESSED C NURSE'S LED NIGHT LIGHT COOPER: HNL610-Mi-GWS UNV LED INCLUDED RECESSED 1 D 2 X 4 DIRECT/INDIRECT VATH CENTER MES14 GRILLE FLUORESCENT FIXTURE COOPER: 2GC.8-332A-125-UNV-EB81-G3-U UNV 3 -32W -T8 RECESSED E 2 X 2 DIRECT INDIRECT WITH CENTER MESH GRILLE FLUORESCENT FIXTURE / C�-2' 2GC8-217A-125-UNV-EB81-G3-U UNV 2 -174Y -T8 RECESSED GENERAL NOTES: A. APPROVED EQUALS BY SESCO/DAYBRITE, LIGHTING PARTNERS/METALUX & WESTERN FLORIDA LIGHTING. NO OTHER MANUFACTURER SHALL BE ACCEPTABLE OR APPROVED. B. FIXTURE SHALL BE INSTALLED PER MANUFACTURERS' INSTRUCTIONS. C. VERIFY EXACT MOUNTING INSTRUCTIONS AND HEIGHTS WITH ARCHITECTURAL AND STRUCTURAL DETAILS. D. VERIFY CATALOG NUMBER AND VOLTAGE OF LIGHT FIXTURE PRIOR TO RELEASE. VERIFY AGAINST PLANS. E. OSRAM SYLVANIA LAMPS AND BALLASTS OR APPROVED EQUAL F. LAMPS AND BALLASTS SHALL MATCH TO PROVIDE 36 MONTH WARRANTY ON LAMPS AND 60 MONTH WARRANTY ON BALLASTS. G. THE DIVISION 16 CONTRACTOR SHALL REGISTER THE PROJECT AND PROVIDE ALL INFORMATION AT CLOSE OUT. H. ALL NOTES SHALL BE REVIEWED AND SHALL COMPLY TO FIXTURE SCHEDULE. I. ALL DIVISION 16 EQUALS SHALL BE ENGINEER APPROVED 10 DAYS PRIOR TO CLOSE OF BID FOR PROJECT. J. ALL BALLASTS SHALL INCLUDE QUICK DISCONNECT. PROVIDE AS REQUIRED. K. COORDINATE LUMINAIRE, SUPPORT, AND OUTLET BOX LOCATION WITH THE DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION. L ALL FIXTURE MUST BE UL LISTED. CONTRACTOR TO CARRY COSTS FOR FIELD UL LISTING IF FIXTURE IS NOT UL LISTED. NOTE; 1. COORDINATE WITH LIGHT FIXTURE MANUFACTURER FOR CORRECT DIMMER TYPE TO CONTROL FIXTURE. 2. COORDINATE WITH LIGHT FIXTURE MANUFACTURER FOR ALL NECESSARY JUMPERS, POWER WIRES, ETC. REFER TO KEYED NOTE 1 FOR MORE INFORMATION. am GENERAL NOTES 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2, PER 2008 NEC 210.4 A DEDICATED NEUTRAL SHALL BE PROVIDED FOR ALL CIRCUITS. SHARED NEUTRALS SHALL NOT BE ALLOWED. 3. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND MILLWORK DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 4. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE WHITE/BLACK LETTERS ON RED PLATE FOR CRITICAL AND BLACK LETTERS ON SPECIFIED COLOR PLATE FOR NORMAL CIRCUITS. 5. 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. 6. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE DEVICE IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS/RIVETS OR APPROVED CEMENT/ADHESIVE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 7. CLEAN, RE -LAMP AND REFURBISH ALL ETR/NL FIXTURES. CHECK SWITCHES AND DIMMERS FOR PROPER OPERATION. REPLACE LIGHTS/DEVICES IF NECESSARY (MATCH EXISTING). B. ELECTRICAL CONTRACTOR SHALL PROVIDE A 'LUMINARIES DISCONNECT CONNECTOR' FOR ALL FLUORESCENT FIXTURES. UL LISTED CONNECTORS ARE MANUFACTURED BY IDEAL, THOMAS AND BETTS AND WAGO. ANY UL LISTED CONNECTOR WILL BE ACCEPTABLE. INSTALL PER MANUFACTURERS SPECIFICATIONS. KEYED ED NOTES (DCONNECT TO LOCAL EXISTING LIFE SAFETY LIGHTING CIRCUIT. O2 PATIENT LIGHT FIXTURE AMBIENT AND READING LIGHT WILL BE CONTROLLED VIA PILLOW SPEAKER. Q3 CONNECT 70 EXISTING NORMAL CIRCUIT RETAINED FROM DEMOLITION. ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB #089 VOICE 401.246.1688 FAX 407.248.1664 http://www.pelflo.com E—Mail to: pelOpelflaxom Copyright — All ideas. designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsulo 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 whotsoevcr without the written permission of Peninsula Engineering, Inc- 0= nc 0�pye g{ ht Baran Q- Saiiglt:,' 1 U. I♦ 0 E_ i 0 DRAMIV JEA SCALE: N.T.S SHEET E581 EXISTING CONDIMON PANE CARD SCHEDULE: 2A BOLT -ON C NEW ❑ SINGLE PANEL 81 NORMAL IIS PLUG-IN ❑ EXISTING 0 DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120 208 30 4 WIRE PANEL RATED 0 125 AMPS: M.C.B: [I INDOOR E SURFACE N LIFE SAFETY ❑ TYPE: SQ D NO NEMA 1 kAIC 10 PANEL OVERLOAD 125 AMPS: - PROTECTION M.LO: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: NMSB#1 LOCATION: AS SHOWN N LOAD (AMPS) C.B. d CKT. CKT. C.B. LOAD (AMPS) IDENTIFICATION AMP N0. N0. AMP IDENTIFICATION A0 B0 Co a a Ate BO CO RMS. 204-205 LTS --`" 20 1 1 22 1 20 r*_ ROLL FILTER EQUIP. RM. 1 20 ROLL FILTER EQUIP. RM. 1 20` r; -- GFl RECEPT: RM. 246, 247, 248 RMS. 204-203 LTS. -- _ 20 Ah -- 20 1 1 2 3 23 24 RMS. 200-201 LTS -- 20 1 4 25 1 20 -.� RECEPT VIP PAT. RM. RMS. 241 THRU 243 LTS. RMS. 238 THRU 240 LTS. -- r 20 1 5 26 , 1 20 -_ RECEPT. VIP PAT. RM. FAMILY WAIT, CONF.,REST RM. LTS., -- 20 1 6 27 1 20: -- GFl S WALL REC. S & N WALL . 1 7 28 -. 1 20 - REC. S01ES UTLITY ROOM CENTER CORR. LTS. 20 1 8 29 1 1 20 - COR. BEHIND ELEV. 1 & 2 RMS. 244-245 LTS.': 20 RMS. 246-247 LTS. -- 20 1 1 9 301 1 20 w -- SPARE 1 1 10 31 1 1 20 - `SPARE GFl REC. 299 - ,� 20 1 GFl REC. 244, 245 -- 20 `-. -- 20 1 1 1 11 1 12 32 331 1 20 - SPARE 1 1 20- ;: -- SPARE 1 RMS. 200-201 RECEPT 1 - - M `, 20 1 1 13 1341 1 1 20 1 - SPACE 2 RMS. 202-203 RECEPT RMS. 204-205 RECEPT.. 20 1 14 35 1 20 -- SPACE 2 j '� -- 20 1 15 36 1 1 20 11:x -- SPACE RMS. 238 THRU 240 RECEPT RMS. 241 THRU 242 RECEPT -- 20 1 16 37 3 50 - }'': SUB PANEL 2B 4R._ 20 1 17 '!III RMS. 244-245 RECEPT-- a.,g• 1 1 1 18 39 - -- - RMS. 246-247 RECEPT x -- 20 1 1 19 40 1 - 3♦ -- SPACE CONF.2-164,FAM WAIT2-163 RECEPT. -- = 20 RECEPT. BY WINDOWS RMS. 200, 201 -- ,; 20 1 20 41 1 - SPACE -- 20 1 21 142 1 SPACE 1 SPARE SUBTOTAL AMPS -- -- mkt ;:z -- -- -- 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:---/--- 1. UTILIZE EXISTING SPARE 20A/1P BREAKER. 2. PROVIDE A NEW 20A/IP BREAKER. MATCH EXISTING. REVISED CONDITION PANELBOARD SCHEDULE: 2A BOLT -ON ® NEW ❑ SINGLE PANEL 0 NORMAL PLUG-IN ❑ EXISTING E DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120 208 30 4 WIRE PANEL RATED 0 125 AMPS: M.C.B: U INDOOR 12 SURFACE C LIFE SAFETY ❑ TYPE: SQ D NQ NEMA 1 kAIC 10PANEL OVERLOAD 125 AMPS: PROTECTION M.LO: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: NMSB#1 LOCATION: AS SHOWN N LOAD (AMPS) C.B. � CKT. CKT. 6_1 C.B. LOAD (AMPS) N a IDENTIFICATION AMP O NO. NO. AMP IDENTIFICATION A0 B0 Co a A0 B0 C0 RMS. 204-205 LTS. 5.5 `;{ 20 1 1 22 1 20 3.5 ROLL FILTER EQUIP. RM. RMS. 204-203 LTS. r 6 �� 20 1 2 23 1 1 20 3.5- ROLL FILTER EQUIP. RM. RMS. 200-201 LTS. A; tf 5 20 1 3 24 1 20� ° 4.5 GFl RECEPT. RM. 246, 247, 248 RMS. 241 THRU 243 LTS. 5.5� R 20 1 4 25 1 20 3�;.; RECEPT VIP PAT. RM. 'yam .. gip, 'CY•. t 3 � . RMS. 238 THRU 240 LTS., 6 20 1 5 26 1 20 3 RECEPT. VIP PAT. RM. FAMILY WAIT, CONF.,REST RM. LTS., 4 20 1 6 27 1 20 ,' 3 GFl S. WALL REC. S & N WALL CENTER CORR. LTS. 8 f4. .•�Ati�E 20 1 7 28 1 20 1.5 �� � REC. SOILES UTLITY ROOM RMS. 244-245 LTS."° 5 20 1 8 29 1 20 3 ,u`= COR. BEHIND ELEV. 1 & 2 RMS. 246-247 LTS.r 20 1 9 30 1 20 ti � �'s 9 RECEPT. PATIENT HEADWALL GFI REC. 299 3 "��" 20 1 10 31 1 20 9 'f.. RECEPT. PATIENT HEADWALL GFI REC. 244, 2454.5 20 1 11 32 1 20 �'' 9 BED RECEPT. PATIENT ROOM a,.. RMS. 200-201 RECEPT 4.5 20 1 12 33 1 20 9 BED RECEPT. PATIENT ROOM RMS. 202-203 RECEPT. 20 1 13 34 1 20 9 �:tt ,� _ �- BED RECEPT. PATIENT ROOM RMS. 204-205 RECEPT. 4.5 ' ' _` 20 1 14 35 1 20 9 BED RECEPT PATIENT ROOM RMS 238 THRU 240 RECEPT.�4.5 20 1 15 36 1 20 - ,'"`��'' SPACE RMS. 241 THRU 242 RECEPT. 4.5 tip, 20 1 1 16 37 3 50 125{ ; SUB PANEL 2B RMS. 244-245 RECEPT 3 20 1 17 38 - z. 12.5 �fE> - RMS. 246-247 RECEPT' 3 20 1 18 39 - "'µ 12.5 CONF.2-164,FAM MAIT,2-163 RECEPT. 4.5 20 1 19 40 1 - SPACE RECEPT. BY WINDOWS RMS. 200, 201 3 y.' 20 1 20 41 1 -- 1: SPACE RECEPT. NURSE STATIM HYPER. 3 20 1 21 42 1SPACE SUBTOTAL AMPS 35.5 32 29 s�s� �" �. � ;t -� ;�� q 52 . 40 38 SUBTOTAL AMPS TOTAL. AMPS "A" PHASE: 87.5 MAXIMUM CONNECTION PHASE AMPS: 87.5 TOTAL AMPS "B" PHASE: 72 TOTAL CONNECTED kVA: 31.5 TOTAL AMPS "C" PHASE: 67 TOTAL DEMAND kVA/AMPS: 31.5 87.5 PRO`11DE A NEW UPDATED TYPED PANEL SCHEDiU. EMICONDMNa PANELBOAR 3 SCHEDULE: 2EC BOLT -ON 12 NEW ❑ SINGLE PANEL IM NORMAL ❑ PLUG-IN ❑ EXISTING 12 DOUBLE PANEL ❑ CRITICAL 0 VOLTS:120 208 30 4 WARE PANEL RATED 0 125 AMPS: M.C.B: Is INDOOR CII SURFACE C LIFE SAFETY ❑ TYPE: SQ D NQ NEMA 1 kAIC 10 PANEL OVERLOAD 125 AMPS: PROTECTION M.LO: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: EA LOCATION: AS SHOWN N LOAD (AMPS) C.B. W CKT. CKT. L C.B. LOAD (AMPS) N IDENTIFICATION 0 B0 AMP N0. N0. � AMP IDENTIFICATION Ate C� a A0 Bs� C0 ELECT. STORAGE LTS. -- k. # 20 1 1 22 1 20-- fl WORK EXAM 2-84 RECEPT. 201 THRU 205 BATH LTS. - 20 1 2 23 1 20 _.`'. -- NURSE CALL PANEL BOARD EXAM, DEL LABOR LTS. -- 20 1 1 3 24 1 20 -- RECEPT V.I.P. N.S. EXAM, DEL LABOR LTS. 20 1 4 25 1 20 DIALYSIS LTS. NURSE CALL CONTROL LTS. �-. - 20 1 5 26 1 20 RECEPT N.&E. WALL ILLUMINATORS EF -2 ENDOSCOPY ROOM 4 =1 -- 20 1 6 27 1 20 x'a 1 • -- REC.,CENTER W. WALL&CONSOLE RM. DEL LTS. 152 -- 20 1 7 28 1 20 -- REC. V.I.P., 244-247 CONSOLE DEL LTS. 152 - 4,, 20 1 8 29 1 20 -- ELEC.,EXAM & STRAGE RM. RECEPT. 244 THRU 247 HI RISK LTS. -- 20 1 1 9 30 1 20 R -- STERILIZER NURSERY, P. PARTUM LTS. x ' 20 1 1 10 31 1 20 --x C1 /CU ICE MACHINE NURSERY, P. PARTUM LTS. - 20 1 11 32 1C1/CU REFRIDGE i_ 238 THRU 243 BATH LTS. -- 20 1 12 33 1 202-70 REFRIDGE Y via -- .; 20 1 13 34 1 20 -- { N.W. COR. RECEPT � :WARMER CABINET S.W. COR. RECEPT Y - 20 i CH RM. LTS. EXAM RM. RECEPT -- 20 1 15 36 1 2.0 ���� - LABOR 2 RECEPT WULLr ' MRS IN US -- 20 1 16 37 1 20 -- :.' LABOR 1 RECEPT. LABOR N.S. RECEPT - 2ECC 20 1 17 38 3 50 = -- R .-.r . LABOR 1 & 2 CONSOLE RECEPT -- 20 1 18 39 - - _X.Mar-- - 200 THRU 202 CONSOLE RECEPT. ;;s 20 1 19 40 - 203 THRU 205 CONSOLE RECEPT.: - . . p, . 20 1 20 41 1 20 � � ATC 13, 4, 5, 6, EQUIP. RM. 238 THRU 243 CONSOLE RECEPT. z'<,� 6; -- 20 1 1 21 421 1 20 LABOR 1 alt 2 LTS. SUBTOTAL AMPS -- -- - f� YyY: xh_ -- -- -- N _ � , .� ,� ;.� � � . 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: PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. REVISED CONDMON PANELBOARD SCHEDULE: GEC BOLT -ON 0 NEW ❑ SINGLE PANEL 11 NORMAL ❑ PLUG-IN ❑ EXISTING G DOUBLE PANEL ❑ CRITICAL 12 VOLTS:120 208 30 4 WIRE PANEL RATED 0 125 AMPS: M.C.B: 0 INDOOR 0 SURFACE 10 LIFE SAFETY ❑ TYPE: SQ D NO NEMA 1 kAIC 10 PANEL OVERLOAD 125 AMPS: PROTECTION M.LO: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: EA LOCATION: AS SHOWN 0 LOAD (AMPS) C.B. � CKT. CKT. � C.B. LOAD (AMPS) N IDENTIFICATION o o IDENTIFICATION T AO B0 Co AMP a NO. NO. a AMP AO B0 Cos ELECT. STORAGE LTS. 20 1 1 22 1 20 4.5 WORK EXAM 2-84 RECEPT. 201 THRU 205 BATH LTS.6 20 1 2 23 1 20 3 NURSE CALL PANEL BOARD s� r� �< EXAM, DEL LABOR LTS. ;� {� 6 y 20 1 1 3 1 24 1 20 "' 3 RECEPT M.S. EXAM, DEL LABOR LTS. 6� �` 20 1 4 25 1 20 4 �' DIALYSIS LTS. NURSE CALL CONTROL LTS.` 3 20 1 5 26 1 20 4.5 ...4 RECEPT. N.&E. WALL ILLUMINATORS EF -2 ENDOSCOPY ROOM t,`r} 5 20 1 6 27 1 20 _ 4.5 REC.,CENTER W. WALL&CONSOLE RM. DEL LTS. 152 3 20 1 1 7 28 1 20 *RECEPT. PATIENT ROOMS DEL LTS. 152 20 1 8 29 1 20 'LEC.,EXAM & STRAGE RM. RECEPT. 244 THRU 247 HI RISK LTS. f 4.5 20 1 9 30 1 20 ': 6 STERILIZER NURSERY, P. PARTUM LTS. 5 h'' , 20 1 10 31 1 20 1/CU ICE MACHINE NURSERY, P. PARTUM LTS. 5 20 1 t/CU REFRIDGE 238 THRU 243 BATH LTS. - 4 20 1 12 33 1 20 s 5 2-70 REFROGE N. W. COR. RECEPT 3 20 1 13 34 1 20 10 WARMER CABINET S.W. COR. RECEPT. 3 mc, 20 1 14 35 1 20 3' MECH RM. LTS EXAM RM. RECEPT. }' 3 20 1 15 36 1 20� *' 3 ILABOR 2 RECEPT. r" ti IN USE LT. 1.5". 20 1 16 37 1 20 3 .rt : LABOR 1 RECEPT. �. LABOR N.S. RECEPT 3 20 1 17 38 3 50 .. 12.5 za,n 2ECC LABOR 1 & 2 CONSOLE RECEPT." 3 20 1 18 39 - - Y- 12.5 - RECEPT. PATIENT ROOMS 9 R 20 1 19 40 - - 12.5 - RECEPT. PATIENT ROOMS 9x 20 1 20 41 1 20 3 Fr.� ATC 13, 4, 5, 6, EQUIP. RM. RECEPT SOILED, NOUR., KEDS 20 1 1 1 21 1 42 1 20 r 3 LABOR 1 & 2 LTS. SUBTOTAL AMPS 32 32 34 5 t •; :. ,;; 49 32 37 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 81 MAXIMUM CONNECTION PHASE AMPS: 81 TOTAL AMPS "B" PHASE: 64 TOTAL CONNECTED kVA: 29.1 TOTAL AMPS "C" PHASE: 71.5 TOTAL DEMAND kVA/AMPS: 29.1 81 NOTEI. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. N PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB #089 VOICE 401246.1688 FAX 407.246.1664 http://www.pelflo.com E -Mail to. pelOpelfla.com Copyright - All ideas, designs, methods and plans indicated or represented by this dravng 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, arrongement% 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. 419 ht -�" 22f�os co 0. 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I ( ( I /_ KI_ _ K2 i I (- _ -1 (i t -1 I I~/70A\ -I-' I I I P60A`"-1 I L' ----J L ---J L ---.J L ----J EXISTING NORMAL PONDER RISER DIAGRAM SERVICE 01 SCALE: NONE SHOWN FOR REFENCE ONLY. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO. FLORIDA 32803 ®089 VOICE 40.246.1688 FAX 407.246.1664 http://www.pelfic.com E—Mail to: peiOpeitia.com Copyright — All ideas, designs. methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering. Inc. and were created, evdved and developed for use on and in connection with the specified project. None of the ideas. designs, arrangements, methods or plans shd€ be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering. Inc. �PXi4ht 2 Bryan''G.''Spongier, PE, FL FL Reg. No. 6-4601 a w, 0 > 0. C)-) I, CC DRAWN JEA 3 SHEET E70 0 ,t 1000A y W/GR CF(4 G IL�—A -------}-------ES - r— — — — —1- — — — �TVSs _ I 4 JA 2iA Z(0 o o L --J A A A I L-- - --- — -- --j 1 I I I 75HP L-------�"�FIRE L i — — � PUMP. — L------ —I � tt-----------------t'NMSB r ----------------------------1------I - _ — — — — -------1 1------------------ � NMSB - - - - - - - - - - - - - - - - - - - - - - - - - Fj -1ATS-EC ( F - nATS-EA I j jATS-EOE ATS -EQ CONTINUATION I N` E 1400Ai I N E 1100A I IN 1 E 14MA I N\ E 1400A FROM SHEET L i J L� I I L -J L J I BIj � IeREQUIP. 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I L_ I_ J L I_ 100A1J I , r I L___J 1 l i I 3aKVA \1® j 4,A�sIC�'A 1 _ l�EC1 _ i ECOB I I 1 I 1 ; 60A�— � �oAUfj I I L ---J L_ —1--J I _ 2EC8 �'"` v 2ECA 2EC4 30- i- _ 2ECC 1 i 30K VA 90�AL I l I 1) ( l I ( I l 125A) 11 l l l j IJI ` I l I P50A"-e1 I ! I IS0A`"'-I I I 1Wce _— L_J L__._.J r __ I E � I I SOA) I I _ I I P50A*"--I-I L I I I 1 3ECC { I I EXISTING EMERGENCY POWER RISER DIAGRAM GENERATOR 01 SCALE: NONE SHOWN FOR REFENCE ONLY. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 1089 VOICE 40 .246.1688 FAX 407.246.1664 4http: //Www.peifla.com E -Mail to: pelopeifla.com Copyright — All ideas, designs. methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering. Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, orrongements, methods or pians shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. {i yrlyht Bryan G. Spangler- PE, FL Reg. No. 64601 000 6 C- a 0 z a �. z W 0 E U O - w a. %AMIN" 5, Cl) M 57< C0 r - w o CL i E U O l 0 -v a� i � 1 w > 0 d) E U O u 1000A y W/GR CF(4 G IL�—A -------}-------ES - r— — — — —1- — — — �TVSs _ I 4 JA 2iA Z(0 o o L --J A A A I L-- - --- — -- --j 1 I I I 75HP L-------�"�FIRE L i — — � PUMP. — L------ —I � tt-----------------t'NMSB r ----------------------------1------I - _ — — — — -------1 1------------------ � NMSB - - - - - - - - - - - - - - - - - - - - - - - - - Fj -1ATS-EC ( F - nATS-EA I j jATS-EOE ATS -EQ CONTINUATION I N` E 1400Ai I N E 1100A I IN 1 E 14MA I N\ E 1400A FROM SHEET L i J L� I I L -J L J I BIj � IeREQUIP. BRANCH SAFETY ACH BANCH I(BRANCH I L------------------------------------------------------------------ - - - - - - - - - - - - - - - - -- NMSBc'- - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - -J i ) L_ — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 t-----------------?NMSB r-.--------------------------------------� j I L---------------------- ------ j 45KVA I I L ---_ -- \ AA f I 1 — — , ,rr ^r^\ — — — — — — — — — 1 EQE I EQ ------4-----------EC - r -7 r r -- , --- --1-- --- (EQUIP. BRANCH) _ -1- - - - - TVSs a j I FI150A 30 (- E� -�t -EA1 _ I CZEA -, 3EA r i - - �TVSS 2 2 1 I I I I I I L JBRKR. I I I r —1 f -1 r I 12 1 JAO 2 9 5 0 6 9 9 3 5 7 I ( L 1 I 125A) ( I I ( ( ! 1 ( I I I ( ( 5 2 5 0 L- J 0 0 0 0 0 0 0 o L_J I t I I I I( 11 I I I 0 5 A A A AA A A A A ( j j I I T I JI I I I A AA T��50~'T - mo i I i i i I i L L----4—L------l--l--� —1— —J L ----.J L__ I I ( -T l r--------- ---� I ( ( �I-1� I L -_I- -- — _______�------� �----J L ----J L ---J r- — — — — — — -j I I �- — — — - — — — 15KVA 200AFIN1J 100A NF -1- j ! LIJ k_A� A, L J L J E E J .L .L I XEC ^ _ XEL I I . 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I — — I L — -1— -L — 4- J �- — -I- -� !�p �p I j P NODE FAULT CURRENT SCHEDULE l I I - _� �C LNJ _ j (ECC r � 2ECC � (ECD (- - - � L - - - 10 INFINITE BUS 45KVA I 2EC1I 30_ I r 45KVA r I r ( j ( I ( I \ A-�-A-, l VA Z40>~n' I I ( I ► A �3A_) % A �15KI 30 20 2313 A AVAILABLE (NORMAL) I r ( I :-r= =r -ti I I I I I ( 1 I �BRKR 1100A) I I NEC NEC I j j '70 J j I j I I L J f`r~�`r f`r �"r`\ L___ J 30 2280 A AVAILABLE (NORMAL) I 1 � LEFT RIGHT I I I j I I I jI I r_ — —� L_ I _J j �.------1 L_ jiao -� L� 1 _J L ---J , A l -A_; `+ EQ -2 _ I EOL 150A) �/---- r — r L_-- I (..r_% ` I ------------------------f I� L! __� 60A 1 -1 B0A) 50A) t— 150A) { i soA) I l l �L ! 11 I -------------LIJ j ! I CoA I^, j I f I I f I 2Ec®L--� ---i 4 F, I L—� �_ I 1 i 1 1 I I I I I I { ��� J 100ALN� 1o0ALNFJ — _ I I, 1 i I I l f I I ! I L_ I_ J L I_ 100A1J I , r I L___J 1 l i I 3aKVA \1® j 4,A�sIC�'A 1 _ l�EC1 _ i ECOB I I 1 I 1 ; 60A�— � �oAUfj I I L ---J L_ —1--J I _ 2EC8 �'"` v 2ECA 2EC4 30- i- _ 2ECC 1 i 30K VA 90�AL I l I 1) ( l I ( I l 125A) 11 l l l j IJI ` I l I P50A"-e1 I ! I IS0A`"'-I I I 1Wce _— L_J L__._.J r __ I E � I I SOA) I I _ I I P50A*"--I-I L I I I 1 3ECC { I I EXISTING EMERGENCY POWER RISER DIAGRAM GENERATOR 01 SCALE: NONE SHOWN FOR REFENCE ONLY. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 1089 VOICE 40 .246.1688 FAX 407.246.1664 4http: //Www.peifla.com E -Mail to: pelopeifla.com Copyright — All ideas, designs. methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering. Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, orrongements, methods or pians shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. {i yrlyht Bryan G. Spangler- PE, FL Reg. No. 64601 000 i; 0 a �. z W 0 `7 3 %AMIN" Cl) W 57< C0 r -