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Home My WebLink About7050 Gall Blvd (125)a FLORIDA HOSPITAL PHYRHI S - CATH LAB No. 3 Florida Hospital Zephyrhills 7050 Gall Boulevard Zephyrhills, IF 33541 Client Code/ ]File Number. 23/1100046 - AHCA Stage III PROJECT TEAM DIRECTORY CI ' Florida Hospital Zephyrhills 7050 Gall Boulevard Zephyrhills, Florida 33541 Phone: (813) 788-0411 ARCHITECT Burt Hill /Pollock Krieg Architects, Inc. 13099 South Cleveland Avenue, Suite 500 Fort Myers, Florida 33907 Phone: (239) 482-4761 Fax: (239) 482-0265 MEP ENGINEER Smith Seickman Reid, Inc. 6948 Professional Parkway East Sarasota, Florida 34240 Phone: (941) 907-7750 Fax: (941) 907-7751 CONTRACTOR Stevens Construction, Inc. 6208 Whiskey Creek Dr Fort Myers, Florida 33919-8763 Phone: (239) 936-9006 Fax: (239) 936-9010 Industry standards (I.e. ASTM, ANSI, etc.) SHALL HAVE THE SAME FORCE AND EFFECT on performance of work as if copies were directly Inserted Into the Contract Documents or bound and published therewith. Comply with standards In effect as of the date of the Contract Documents, unless otherwise note or required by authorities having jurisdictlon. CODES - All work shall conform to the following codes and ordinances: 2004 Florlda Bullding Code, wlth 2006 amendments 2004 Florida Plumbing Code, with 2006 amendments 2004 Florlda Fuel Gas Code, with 2006 amendments 2004 Florlda Mechanical Code, with 2006 amendments 2004 Florlda Fire Prevention Code Local Codes and Ordinances where oppllcoble 2003 NFPA l0l - Life Safety Code 2005 NFPA 99 - Health Care Focllitles 2006 AIA Guldellnes for Design and Constructlon of Healthcare Focllltles 59-A3 Florlda Administrotive Code SYMBOLS AND MATERIALS NOTE: The symbols here are specific to the Architectural Drawings as a whole. The Llfe Safety, Reflected Celling Plan and Roof Plan respectively Include supplementary legends and drawing notes specific to those sheets. Refer to other dlsclplines for additional symbols. O WINDOW TYPE STUCCO OR GYPSUM BOARD ELEVATION BENCHMARK CONCRETE OR GRAVEL 0 REVISION AND NUMBER CONCRETE MASONRY UNIT (CMU) C.J.D CONTROL JOINT PLYWOOD 124 DOOR AND FRAME ACOUSTIC CEILING TILE WITH DOOR NUMBER BATT OR SEMI -RIGID INSULATION EXISTING DOOR RIGID INSULATION METAL STUD WALL MASONRY WALL ® ROUGH WOOD FRAMING OR BLOCKING EVALUATION r2-0-8-1 ROOM NAME AND NUMBER 2x2 LAY -IN FLUORESCENT FIXTURE WALL TYPE ® 2x4 LAY -IN FLUORESCENT FIXTURE '-0 FLUORESCENT UTILITY FIXTURE BUILDING SECTION O RECESSED DOWNLIGHT M SUPPLY AIR DIFFUSER SECTION OR DETAIL Z RETURN AIR REGISTER ELEVATION FINISH CEILING ELEVATION ® ® (All elevations are A.F.F.) EXIT LIGHT INTERIOR ELEVATION NORTH 2x2 ACOUSTICAL CEILING TILE NORTH ARROW 2x4 ACOUSTICAL CEILING TILE EARTH GYPSUM BOARD FILL ® MAGNETIC DOOR HOLDER GRANULAR ® METAL ® FINISH WOOD VICINITY MAP ` �^ arWV 49 s * &iJ hekrs ♦ \\ f : Y � Y u n m �' T• ` FnR+ti�p t41LtM1S .. - " .b �f#acra"o CGIf � ,..• _& iiGf,r�fry ara�l:�i '` ��'#fEl221i0Y i s t Y r'c.4c IYt4L �€:nllr a INDEX OF DRAWINGS A0.0 Cover Sheet ARCHITECTURAL A1,0 Life Safety Plan - First Floor Al.1 Life Safety Plan - Second Floor A1.2 1/8" Life Safety Plan - Second Floor A1.3 Second Floor ICRA Plan A2.0 Demolition Plan A2.1 Floor Plan A2.2 Reflected Ceiling Plan A2.3 Interior Elevations, Cabinet Details A4.0 Wall Sections A5.0 Wall Types, Door Schedule & Room Finish Schedule STRUCTURAL S 1 Structural Notes S2 Partial Existing Second Floor Plan S3 Partial Existing Third Floor Plan FIRE PROTECTION F0.1 Fire Protection Notes, Legends and Details F3.1 Fire Protection Partial Second Floor Plan - Demolition and New Construction PLUMBING P0.1 Plumbing/ Medical Gas Schedules, Notes, Legends and Details P3.1 Plumbing Partial Second Floor Plan - Demolition and New Construction P3.2 Medical Gas Partial Second Floor Plan - Demolition and New Construction MECHANICAL MO.1 Mechanical Symbol Legend and Schedules M0.2 Mechanical Details M 1.1 Mechanical Partial Second Floor Plan - Construction Ventilation M3.1 Mechanical Partial Second Floor Plan - Demolition and New Construction M3.2 Mechanical Partial Third Floor Plan - New Construction M4.1 Mechanical Partial Second Floor Piping Plan - Demolition and New Construction ELECTRICAL E0.1 Electrical Symbol Legend and Schedules E L I Overall Second Floor Plan, E 1.2 First Floor CEP Plan E2.1 Second Floor Lighting Plan - Demolition and New Construction E3.1 Second Floor Power Plan - Demolition and New Construction E4.1 Second Floor Systems Plan - Demolition and New Construction E5.1 Partial Electrical Riser Diagrams E5.2 Electrical Panel Schedules SUBMrMD PLAN(s) a E6.1 Electrical Details BY ZEPHYRHILLS FIRE Date: CATH LAB VENDER INSTALLATION DRAWINGS Reviewer: Sheets 1-27 for informational purposes only BUILDING SiIALL COMPLY WITi: ALI. APPLICABLE BUILDING, ELECTRICAL, PLL MBI1VG A'HD MisC%kt,TI AC. COD.-s Iroject No. 08009.00 AO.90 1 © 2009 BH/PK Architects, Inc. DUMPSTER 0 0 U_ c 0 Q_ Q 4- a N a) 4- L O Q Q_ N N 0 Mi co 0 N CID N ■ �� 1 ■� iy`�, - i LEI ;mw �� . • cq bD: _ I I ' �,� � .: ;;;; 1 ° :1 :►_-� � D�� 11 Nil 11 1 �� G7 ♦� �y �� q �� 1 " ,I I ■off . .I , I • � ism■� � !_ � .. ' I - . © © - I\ Y I �� cy DDDDDD. IN 0 MECHANICAL ELECTRICAL F.E.C. O FEC � _..—. PECEIWNC '�• � STRAY STERl1ffR5 Central Sterile PREP/PACE 1 I ❑0 ❑0 00 0 0 0 TRANSITION 11 ENGINEERINGPME1 TOGS / EORP7 MECHANICAL Hous eepi —) R � HIS 1 G =G [ •• RFlCE OFFIE CONFERENCE SUPPLIER P , TOPENgW,Y uman R ources H/S OPEN AIR ® •£•C• FRS N N OFFICE FE - ELECT STG < OFFICE ELECT BANERY VEST _ . i R HOUSEKEEPING ® PASS Gi Z FILE CORN . W LODUER5 OFFICE SIG. ® ®El OFFNE HALL PASS CART STG ♦�= WASH I.E' Ii YfST. ' VE PROOF Receiving 1H UECE.G IZI LOADING Remove debris In WASE YATFPoALS BRY BTaRAff ® P ROOM OFFICE T `-I OFFICE H/5 P ® ® ° C. WFDRLPoat ® • F.E. ®� 32 � • A A PURCXASNC �.Y 9REREC..OP AIN EE2ENAr W/uTNC TEER Q OPENAR SORER UNION® HYDRO THERAPY OPEN AIR OFF BREEZEWAY �l a� � BREEZEWAY ® ® gppY MHINlP00L ® •� � � HOLBRIO ® b 3 32 ® SAT Stoi -C ? T RU55 ❑ ELECTRICAL ORE DOWN DRY STORAGE - , AREA F.E corrur COWERED WALK Lj NECHARICAL _ 4 4 WECIAMICAL REFRIGERATOR [;[n[4 'r DIEWRANS lnr U NITCNEN ❑ e` H H H H © A W H Ll TREAT VH ® TREAT 6 STRETCHERS NOWEN MEN STAFF COURTYARD Courtyard 88 �APEL „ Y TREAT P ysic I T erapy " �° W°N 1 F ® NOES/ WARN O OIBdARE CENTER TREAT p--------�PM11EY9APY 1 1 ® E WENS r y� Food Services CATERING E-TRUCE ETEV E-� (] O YECH \ E-IECEPRON F•E CV = SERTERY .I.. _ nic ❑ ® ® SERVING �1x E-PRE-TRADE WAITING Li Ll ROOM WR SUPER_ SERNCE CORRIDOR El ! 1-103A41 ..Y •P. „;),�:'Sc DIET OIF7(E OFFICE a: SLEEP JAM. STOIt :: �E�}'; ❑� FEK H/$ OFFICE OFFICE ELEC.. �"'E'"`', `ti PUBLIC 0 0 PI191C RESTROCAS RESTR001K Cj VEST. d2. c_ y. / III ,,,,�,,,, WORKROOM T T_ TLT. 00 CHAPLAIN �,;o , .. FEE„ ® TN R/. _ ® "ON'^' WENS 4 PRINTERSILASSROOM LOU�NN(i�N i> 1HIS 17 I e I ® F.E.C. � P ® ® F.E.C. ® ®® � �, CORRIDOR 1 e T H/S / H/S ® LaaamR H/5 COOROOOR ❑ ® LaaQaR ® _ ® ® ® N.P. 4) F.E.C. i 4 /A1ViElEPN ONE CT SCAN CONTROL �1L T r D rS Lon ADi�O11PYENT ";2 _ NRI1E ® ® fie({•' ® ® 0 CT SCAN SOL B = 0 S �'j- S•5 STORAGE fG Lc UTILITY �� E� PASSAGE M. N/5 H/S L^ Al ® DIxrYR's PIIBUL MALE STUDY �. AIM1 ® TLT. TOILE CORRIDOR 731 > N 5 K— F.E.C. 6 ® e J ® HAS 0 CORRIDOR 0 HAS 0 ® 0 HiS ® 0 0 Fd �. OFF NFOFMAROI ® W ® t ® AV. 6TOR. ' WOMEN S♦ Li (] ❑ 0 Ewi I ® �•= YED. STAFF EMS NEY EXAM C. ® MAMMO I X.C. EQUIP.. ILL ALCOVE RAO v _ OFFICE III LaEMY PAD ❑ 0 BAD ® x ECHO ECW FUTURE CONi. C. LIEN./ BADPe FXAM SUIPLY DARK P.R. OFFICE ROOF N.0 0 KIWOTCHEN 0- DRESS BOARD 0 0 CORIN I PB PO ROOM EXAM I e I ® ® WAITING H H , COIR P s F� PASSAGE 1 1PB ti L« R. ® ® 68 W = JFOE FJiAM ` YAWIO Radiology ,.\ AN(i0 El P.A. OFFICE 1 COPY/ OFFICE OFFICE ® " EXk' _►� � READING = 0 o RECEPT P.R. STRESS STRESS SEC ® SIOt EXAM ® L � VEST •A + NC nS Administration WOW(/SORi B ® H/S® PASSAGE e x _ - - STAR C STAIR S M.L. PASSAGE STG 3:v :? ^:..} S TOILET nT. DNE55 Hn ® ,3:Z, " ®� 0 EOF�E FG v \.. NOT ONESS OFFICE �^Zco I ❑ &T _0 CORRIDOR H.0 T. T.. TVIPRio sus-wu � D.D.N. CFO COw. RM. 101 OFFICE F.E.C. ® C ® P ECT. PASSAGE DRESS STRETCHER ® O �SS NOD REGIS APDX x HEWT ® ® In ❑ ® FEE NUG WED. 7 F.E.C. Or '— 44 Outpatient ® ® Comm® i lei ® " 1 A N.C. iRETCHER NUC LED. ® caxr. Tit MENS DARI(ROW LLTRASO ND NOT. EM RNRNG `PICK-UP READING �E H.0 rin— O ® TIT. CQP. STAFF BONE DENS Y.R.I. ® NC a -E TLT. j STORAGEFUN EIFRF ti 68 SMOKE COMPARTMENTS a EXIT CALCULATIONS Comportment Compartment Area Occupancy Type Sq./ Ft. Occupant Number of Occupants 1A 12,010 S.F. Treatment 240 50 1B 19,759 S.F. Treatment 240 82 IC 16,627 S.F. 12,615 -12 4,012 Assembly 240 15 53 267 IE IJJ59 S.F. Treatment 240 55 IF 12,093 S.F. Treatment 240 50 STAFF 11 UNC/1JOi SMOKE COMPARTMENTS / Ex/r CALCULAr/ONS Compartment Compartment Area Occupancy Type Sq./ Ft. Occupant Number of Occupants IG 4,989 S.F. Treatment 240 21 IH 6,289 S.F. Treatment 240 27 ll 11,971 S.F. Treatment 240 50 IJ 14,951 S.F. Treatment 240 63 TOTAL FIRST FLOOR SOUARE FOOTAGE - 111,848 SOFT. 718 EXITS UNITS REQUIRED - 718 X .2 .144' EXIT UNITS PROVIDED-1,279' SYMBOL LEGEND • F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET ® MAGNETIC DOOR HOLDER (D SMOKE DETECTOR QH HEAT DETECTOR © FIRE ALARM PULL STATION S♦ STROBE HIS 0—* HORN AND STROBE EXIT LIGHTS 1 EXIT LIGHTS WITH DIRECTIONAL ARROW(s) 42 EXIT WIDTH /N INCHES INTERIOR EXIT PATH AND DISTANCE 1 A SMOKE COMPARTMENT DESIGNATION ono BUILDING CODE ANALYSIS REFER TO SECOND FLOOR LIFE SAFTEr PLAN F,Med Records ® OPEN GYM \ S STIE7C(RS STAFF = TREAT PPANx TREAT SOflID SNR pEy x H H H ® K STRETCHERS El D—t - RNI°I'/ 0n IN.NM RECEPTION ® UNEM ® ® OFFICE 0 ® ® ® ® T®_I�� ®� F.E.C. F.H.C. . F HAND TIHRAPr ARE® sBWED ® PEGS GYM CLLAN ELLV H H H EIEV ® OBSN RECEPTION i ® DUET LIBRARY Sc OnMECHANICAL ENv. S-i S 3 STU WAITING cDRRIooN NEN w OFFXE TREAT Ell n 'ice B-2 NOYENS NECHAANIICAL HAS CORRIDOR ... ELEVATC. ® ® ® < LOBBY WORK TREAT H H H ' H OFFICE STOR ® OFFICE 11 T COw 0 CONTROL OLD TREAT = ® TREAT SPEECH CONFERENCE ® 7HERAF7 HER CENTER THERAPY HERAPT ATRIUM LOBBY COMP E ® TREAT lIBSN SPEECH PRESCHOOL 1HERAPT H H H H TREAT TREAT CORRIDOR 1® S O ® OBSN —F BATH T CONSULT STUDY O � ECHO STUDY OFFICE " OFT SHOP "Im Cardio Rehab WwAN x H ❑H H PREP CO" F.E. AID Comae CARDIO-REHAB CAR GIN MAC H ® MACHINE � Lou' 1 E L RECEPTION 2 ® NAN STRESS STRESS OFFICE32 TEST dCT TEST MECHANICAL 'lORK �CONIF]ENCE ter. H H H �: slily t• s,,: v FINE ACCESS 8 NOT AN COT 11111 Swk V II BUBMn""ED PLANS) HAVE BEEN REVIEWED Y ZEPHYR PLAN Def5 HILLS FIRE MARSHAL'S OFFICE FIRST FLOOR LIFE SAFETY ELAL6e V-0 20,_0W = /,_ON BUIL01ING SiLALL'`OM-f Y WPT+ ALL APPLIC kB L BU I DI G, ELECTRICALCoo Project No. 08009.00 Al 00 © 2008 BH/PK Architects, Inc. L 9 zz lq- M 0 Mi o3 0 N cp N 00 �-/201_0. = /,_0. '�IVENTS / EXIT CALCULATIONS 'ompartment ireo Occupancy Type Sq./ Ft. Occupant Number of Occupants 9,737 S.F. Sleep 120 164 8,677 S.F. Sleep 120 156 1,583 S.F. Sleep 120 38 8,410 S.F. Sleep 120 154 8,781 S.F. Sleep 120 73 7,022 S.F. Sleep 120 59 '206 S.F. Sleep 120 60 6,646 S.F. Sleep 120 156 7,840 S.F. Sleep 120 149 ?0,902 S.F. 1009 109 x .3 •303' 34' BUILDING CODE ANALYSIS 1. Codes in effec►: Florida Building Code 2004 Edition with 2006 ammendments NFPA 101 2003 Edition Florida Administrative Code 59A3 A/A Guidelines for Design and Construction of Health Care Facilities 2006 Edition 2. Use and Occupancy Classification: Group 1-2 As per FBC Chapter 3 and NFPA lot J. Type of Construction: Type I-B.Fully Sprinklered As per FBC Section 602 and NFPA 101 Table 8.1 Type / (3,3,2) 4. Building Occupancy Building Occupancy per FBC Table 1004.1.2 120 and NFPA 101 table 7.3.1.2 fin SF/Occupant): Area o Compartment 2B 18,677 SF Allowed Occupancy 156 5. Exit Calculations Permitted Proposed Max. Travel Distance: 300, 127'-10, Max. Dead End Corridor: 30, 30, Min. Corridor Width: 81-0' 81-0' Min. Clear Opening of Exit Doors: 32, 32, Min. Stair Width: 81-0' 8'-0' 6.. Interior Finish Requirements As per FBC Table 803.5 and NFPA 10/ Table A 10.2.2 Exits: Type A Exit Access Corridors: Type A Rooms & Enclosed Spaces: Type A PLo(S) gpVE SUBM� LS FIRE MA G SHALL COMPLY `oi'I r �- gY ZEPHYRIa L.ICABLE BUILDING, Date' - CAL; PLUMBING AND Reviewer: aI C(Y)S PLAN TRUE IFETY PLA ORTH NORTH U o, N 0 C/] r--A U o z a _U a bJJ U � o0 0 N 00 N U c M `'' O O mow M �p a, ,�" ei M••t QU . V-4 Project No. 08009.00 A101 •iV.Vw © 2008 BH/PK Architects, Inc. CL V' O co O O N O N zt- Q- O Ln O O O N �O N za N O O O N co N CL 0 N N Securely anchor cabinets to wall blocking (typical) Wall construction as noted on wall drawing Note: Shim cabinets as required by uneven wall, constructom level and plumb CABINET SECTION CABINET SECTION 4' high plastic laminate back and side splash sealed to wall with clear sealant 3/' plywood countertop with V plywood built-up subbase plastic laminate on all exposed surfaces Wire pulls, typical all cabinets Wall construction as noted on wall drawing Drawer body:%' cabinet liner sides and back: V sub -front; %4' Melamine housed bottom Securely anchor cabinets to wall blocking (typical) 3/' plywood construction cabinet liner covered interiors, Plastic lominate exteriors (typical) Adjustable shelves - 5mm holes All base cabinets that require 1%4' O.C. with locking clips shelving are to be metal standards with locking clips (typical) Full overlay door cabinet design (2) hinges per door Note: Shim cabinets as required by uneven wall, construction 4' toe space with vinyl base level and plumb (Sheet vinyl In Cath Lab) losure panel ertop with ip subbase n all exposed ,uctlon interiors, exteriors (typical) that require metal standards (typical) cabinet design )r base %6lead lined hollow frame w/ lead glass 16 Go metal stud fran Sealant both sides Securely anchor cabins to wall blocking (typla Wall construction as n on wall drawing %6' lead lining where shown on plans CATH LAB SIDE Note: Shim cabinets as regi by uneven wall, constri level and plumb %6'lead lined hollow frame w/ lead glass 16 Go metal stud fran Sealant both sides Securely anchor cabin to wall blocking (typla Wall construction as n on wall drawing lead lining where shown on plans CATH LAB SIDE Note: Shim cabinets as regi by uneven wall, constri level and plumb r-2' CABINET SECTION n � n.•.rr ��nr.n■. CABINET SECTION Plastic laminate closure panel 3/' plywood construction cobonet liner covered Interiors, Plastic laminate exteriors (typical) Full overlay door cabinet design (2) hinges per door 4' high plastic laminate back and side splash sealed to wall with clear sealant 3/' plywood countertop with plywood built-up subbase plastic lominate on all exposed surfaces Drower body:%' cabinet liner sides and back; 3/' sub -front, %4' cabinet liner housed bottom Wire pulls, typical all cabinets plywood construction cabinet liner covered interiors. Plastic lominate exteriors (typical) All base cabinets that require shelving are to be metal standards with locking clips (typical) Full overlay door cabinet design (2) hinges per door 4' toe space with vinyl base (Sheet vinyl In Coth Lab) 4' high plastic laminate back and side splash sealed to wall with clear sealant %' plywood countertop with plywood built-up subbase plastic laminate on all exposed surfaces 3' dlo hole for cables NOTE: Provide computer tray by Owner where noted (Typical) Countertop brace, 314' plywood with plastic laminate finish provide as required and shown on elevation, maximum spacing 5'-0' unsupported length z tp tP tp Plastic laminate closure panel 7 2.3J Stainless steel shelf Apron hooks a 3 CONTROL ROOMI SCRUB Plastic laminate closure panel s OFFICE 004 NJ 5 OFFICE 004 e 0 D 1.... i r.. 1..... r....i.. CONTROL ROOMI SCRUB CONTROL ROOMI SCRUB Stainless steel shelf Apron hooks Bar Ray Products B 95 Monarch Street Llttleston PA 1734 �•3 (888) 422-7729 T vniral www.bar-ray.com — - — - — - —t-- 4 SCRUB 006 A" CATH LAB 4. SUBMITTED PLAN(S) HA BEEN BY ZEPHYRHILLS FIRE RSHAI Date: Reviewer: BUILDING SILL.L '70M''( ,.w xeCATH LAB Ai L APPLIC�.f3LE t3UILD'NG,4"ELECTRICAL, PLUMBING Avw T�gisCblAPr'.-AI_ CMES a � N z a ' 1 � a bA oc o y� N 00 N U � M O C mow .` . en oNo a roject No. 08009.00 A2*3 02008 BEIRK Architects, Inc. I Q- O ca O O N O N a a 3 Q. �t 0 3 a a� U O Ln Q o, v 0 rn co 0 N \ N co DOOR SCHEDULE DOOR FRAME REMARKS w Ozkc � o z J m J SIZE N W z S2 CL Q C I- 2 � ii w = ¢ � = N Z DETAILS Wz ¢ 3 O O = C-13 1 HEAD JAMB SILL 002 3'-6' x 7'-0' 1344' A WOOD PLAS LAM A H.M. PAINT I 004 3'-O' x 7'-0' I3/' A WOOD PLAS LAM A H.M. PAINT I 008 3'-0' x 7'-0' 1%- B WOOD PLAS LAM A H.M. PAINT 4 012A (2) 3'-O' x 7'-0' 1%- B WOOD PLAS LAM A H.M. PAINT 3 QI 012E 3'-O' x 7'-0' I3/' B WOOD PLAS LAM A H.M. PAINT 2 QI SCHEDULE REMARKS AND A88REVIATIONS 45m 45 minute fire rated door, frame and hardware H.M. Hollow metal frame 0Provide lead shielding ROOM F/lV/SH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS F� 2 LQ J � Q w O O W O QZ m = _ Z J Z ? N UJ z w W 2 � O V 2 J ? ¢ J W O = • DOT DENOTES w CL ~ L z r— `= o i N Q: � I— =' '� ? w FINISH LOCATION N W 3 C-5 W ? c¢n W N CL o C-3 002 COMPUTER ROOM • • • • 81-0' 004 OFFICE • • • • 81-0' 006 SCRUB • • • • 8'-0' 008 CONTROL ROOM • • • • 8'-0' 010 OFFICE • • • • 8'-0' 012 CATH LAB • • • • VARIES SCHEDULE REMARKS AND NOTES BASE DETAIL AT TABLE PEDESTAL J, = V-0" Pedestal '' IJr^h conrete housekeeping 0' x 10' verify exact m with manufacturer edge all around ,op vinyl flooring with al base cove backer ng concrete floor DOOR TYPES 0 FRAME TYPES O WINDOW TYPES wide lead glass In doors 012B 1 012A �.I / I \ / I \ am / I / I \ / I \ \ I / \ I / \ I / \ I / \I/ b NJ System No. C-AJ-1276 F Rating — 3 Hr T Rating — 0 Hr b A --- SECTION A -A 1. Floor or Wall Assembly— Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants — One metallic pipe, conduit or tubing to be cen- tered within -the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. A nom annular space of 3/4 in. is required within'the firestop system. B. Conduit — Nam 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. A nom annular space of 3/4 in. is required within the firestop system. 3. Firestop System — The firestop system shall consist of the following: A. Packing or Forming Materials — Optional — One of the follow- ing packing or forming materials may be used: Al., Foam backer rod tightly packed into the opening as a permanent form. Packing material to be recessed from the top surface of floor or both surfaces of wall as required to accommodate the required. thickness of putty. A2. Mineral Wool Batt Insulation — min 4 pcf, tightly packed into the opening as a permanent form. Packing material to be recessed from the top surface of floor or both surfaces of wall as required to accomodate the required thickness of putty. A3. Forming materials* — Forming material to be foamed into the opening as a permanent form. Forming material to be recessed from the top surface of floor or both surfaces of wall as required to accomodated the required thickness of putty. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC—CF128-DW or CF511 Foam Sealant B. Fill, Void or Cavity Material* — Putty — Min 1 in. thickness of putty applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —CP 618 Firestop Putty Stick *Bearing the UL Classification Mark V- M M PENETRATION DETAILS N.T1 Single layer %' gypsum wallboard on each side of stud attached with P type 'S' drywall screws. Extend gypsum board 4' above finish ceiling, unless noted otherwise. 3%' metal studs 0 I'A' O.C. Acoustic attenuation or thermal Insulation butt NON -RATED METAL FRAME ?INDICATES SOUND ATTENUATION BATTS Single layer %' gypsum wallboard on each side of stud attached with P type 'S' drywall screws. Gypsum board to have %6' lead lining on radiation side. Extend gypsum board 4' above finish ceiling, unless noted otherwise. Lead lining to extend to ceiling line Min. 20 Go 3%' metal studs a P-4' O.C. Acoustic attenuation or thermal insulation butt LEAD LINE FRAME PARTITION C= INDICATES SOUND ATTENUATION BATTS OPROVIDE ' LEAD LINING Remove existing wall frame. Replace with %' gypsum board with %6' lead lining on radiation side. Extend lead lining to ceiling line. Existing metal studs to remain I Existing wall board to remain 110 I sr®d 1�orrrd►.r�.®®►d��v,�ia0�.c�1.�®�v'rasr�,�swv.! Q Single layer %' gypsum wallboard on each side of stud attached with P type 'S' drywall screws. Extend project side of gypsum board to underside of roof deck above. V metal studs M I'A' O.C. Acoustic attenuation or thermal Insulation butt SMOKE TIGHT PARTITION B= INDICATES SOUND ATTENUATION BATTS Single layer %' gypsum wallboard on each side of stud attached with 1' type 'S' drywall screws. Gypsum board to have %6' lead lining on radiation side. Extend project side of gypsum board to the underside of deck above. Lead lining to extend to ceiling line Min. 20 Go 3Y8' metal studs v I'A' O.C. Acoustic attenuation or thermal insulation butt fT ION D= INDICATES SOUND ATTENUATION BATTS Remove existing wall frame. Replace with %' gypsum board with %6' lead lining on radiation side. Extend gypsum board on project side to the underside of deck above. Extend lead lining to ceiling line. Existing metal studs to remain Existing wall board to remain. GC to verify smoke tight asssembly. Patch and repair as necessary. E EXISTING PARTITION TO RECEIVE LEAD LINE EO- PROVIDE 'LEAD LINING Single layer %' gypsum wallboard on each side of stud attached with P type 'S' drywall screws extend project side of gypsum board to underside of deck above. Existing metal studs to remain Existing wall board to remain. GC to verify smoke tight asssembly. Patch and repair as necessary. a - F EXISTING PARTITION TO RECEIVE LEAD LINE SMOKE TIGHT Remove existing wall frame. Provide single layer , gypsum wallboard on each side of stud attached with P type 'S' drywall screws. Gypsum board to have 16' lead lining on radiation side. Extend project side of gypsum board to the underside of deck above. Lead lining to extend to ceiling line Existing metal studs to remain Existing wall board to remain. GC to verify smoke tight asssembly. Patch and repair as necessary. G EXISTING PARTITION TO BECOME SMOKE TIGHT ASSEMBLY F EXISTING PARTITION TO BE SMOKE TIGHT LEAD LINE G= INDICATES SOUND ATTENUATION BATTS F= INDICATES SOUND ATTENUATION BATTS PENETRATION DETAILS N.T.S. Holes up to 3' diameter BLOW-OUT PATCH Max. %8' gap Telephone or electrical boxes Max.16 square Inches Max. opening 100 square inches/ I00 SF Smoke tight wall Sheetrock acoustical sealant back and sides of box as necessary for sound rating and smoke control Butter back of patch with joint compound ADJACENT ELECTRICAL BOXES SUBMITTED PLANS) HAVE BEEN R1 Oversize hole In basic partition BY ZEPHYRHILLS FIRE MARSHAL'S Type G screws Date: Leave all screw heads exposed Reviewer: Joint Q second layer (if required) Max. gap %8': No treatment or surface bead of sheetrock acoustical sealant Max. gap %2': Fill depth of gypsum panels with sheetrock acoustical sealant Ref: CEG 1-25-85 BUILi.)INC SHJLiv`P?,'v NOTE: See USG systems folder SA-727 ALL APPLICABLE 13UILD-. for current through penetration BLECIRICA1,t'LUMI31'"CA�2' fire rated systems using firecode T i CYDn compound or smoke seal compound ...1. , PARTITION PENETRATIONS Project No. 08009.00 A5,50 © 2008 BH/PK Architects, Inc. STRUCTURAL NOTES: GENERAL: DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL LOCATE ALL BURIED UTILITY PIPES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED UTILITY PIPES. CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTIONS OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY. EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. EXISTING STRUCTURE: INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS ENTITLED: EAST PASCO MEDICAL CENTER, DATED: 1982. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, SECTIONS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. EXERCISE EXTREME CARE AND CAUTION WHEN EXCAVATING AND FILLING ADJACENT TO EXISTING STRUCTURES. UNDER NO CIRCUMSTANCES SHALL THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES BE IMPAIRED IN ANY WAY BY CONSTRUCTION OPERATIONS AND PROCEDURES. DO NOT EXCAVATE OR DISTURB SOIL ADJACENT TO OR BENEATH EXISTING FOOTINGS. DEMOLITION: THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING, ETC. NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW CONSTRUCTION, AS WELL AS, FOR JOB SAFETY. JOB SAFETY, CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF DEMOLITION. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A MANNER WHICH WILL NOT CONFLICT WITH ANY OPERATION WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT, UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN STRAIGHT AND TRUE LINES TO INSURE A NEAT INTERFACE. AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE MEMBER LEAVES THE ENDS OF REINFORCING STEEL EXPOSED, PROVIDE THE FOLLOWING: CHIP CONCRETE FROM AROUND THE STEEL TO A DEPTH OF 1". CUT OFF REINFORCING STEEL NOT LESS THAN 3/4" BELOW THE CONCRETE SURFACE. FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPDXY. SEE SPECIFICATIONS FOR ACCEPTED MANUFACTURERS. BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND SUPPORTS. UPON COMPLETION OF NEW CONSTRUCTION UNDER EACH PHASE, ALL DEMOLISHED AREAS SHALL BE RESTORED TO ACCEPTABLE USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS DETERMINED BY THE A/E. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE OF ALL DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS ON AIRPORT PREMISES IS STRICTLY PROHIBITED. ASSUMED FUTURE CONSTRUCTION: VERTICAL: NONE HORIZONTAL: NONE DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2004 FLORIDA BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER FBC: ROOF: 20 PSF LL 20 PSF SDL FLOORS: OPERATING ROOM 60 PSF LL 20 PSF SDL LABORATORY 60 PSF LL 20 PSF SDL CORRIDOR 80 PSF LL 12 PSF SDL SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: FASTENERS IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO THE REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER. DESIGN DRAWINGS, SHOP DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: UNISTRUT FRAMING SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERED LOCALIZED EFFECTS ON THE STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 2004 FBC. STRUCTURAL ANCHORING: WEDGE STYLE ANCHORS SHALL BE USED IN SOLID CONCRETE APPLICATIONS. WEDGE ANCHORS ARE A 1 (ONE) PIECE STUD ANCHOR WITH STEEL CLIP (EXPANDING RING) CONFORMING TO FEDERAL SPECIFICATION FF-S-325, GROUP 11, TYPE 4, CLASS I. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO ACOI. ICBO AND/OR SBCCI CODE COMPLIANCE ARE REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANCE AND/OR FLORIDA BUILDING CODE COMPLIANCE ARE REQUIRED IN FLORIDA. ACCEPTED ANCHORS ARE ITW RED -HEAD TRUBOLTS, HILTI KWIK-BOLT 11, OR ENGINEER APPROVED SUBSTITUTION. CARBON STEEL ANCHORS SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633 OR HOT -DIPPED GALVANIZED ACCORDING TO ASTM A153. PERMANENTLY EXPOSED ANCHORS SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. USE 316 STAINLESS STEEL FOR SERVICING EQUIPMENT AND FOR ALUMINUM AND FIBERGLASS STRUCTURES AND ASSEMBLIES. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR A36. W ti CHEMICAL ADHESIVE ANCHORING AND DOWELING TO CONCRETE: ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN SOLID CONCRETE OR GROUT -FILLED APPLICATIONS FOR STRUCTURAL ANCHORING AND REBAR DOWELING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO AC58. ICBO AND/OR FLORIDA BUILDING CODE COMPLIANCE IS REQUIRED IN APPROPRIATE AREAS. METRO- DADE COMPLIANCE AND/OR FLORIDA BUILDING CODE COMPLIANCE ARE REQUIRED IN FLORIDA. ACCEPTED PRODUCTS ARE ITW RED -HEAD GRANITE 5, ACRYLIC 7, ALLIED A1000+, BRINKER BROWN 20/20 OR ENGINEER APPROVED SUBSTITUTION. ADHESIVE SHALL BE MOISTURE INSENSITIVE (ALLOWING INSTALLATIONS IN DAMP OR WATER -FILLED HOLES). ADHESIVE SHALL HAVE A FULL -CURE LOAD OF 2 HOURS OR LESS AT 70"F FOR SAFETY ISSUES. THREADED STUDS SHALL CONFORM TO ASTM A36 (STANDARD CARBON STEEL), UNLESS NOTED OTHERWISE. PERMANENTLY EXPOSED STUDS SHALL BE STAINLESS STEEL. NUTS AND WASHERS SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE SUPPLIED ANCHOR RODS. INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED LITERATURE. INSTALLATION SHALL ALSO INCLUDE BRUSHING AND CLEANING OF DRILLED HOLES WITH COMPRESSED AIR AS INSTRUCTED. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. EMBEDMENTS SHALL BE INDICATED ON THE STRUCTURAL DRAWINGS. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTMA992, GRADE 50. PLATES AND ANGLES SHALL CONFORM TO ASTM A36. TUBES SHALL CONFORM TO ASTM A500, GRADE B (Fy - 46ksi). PIPES SHALL CONFORM TO ASTM A53, GRADE B. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS". BOLTS SHALL CONFORM TO ASTM SPECIFICATION FOR A325 OR A490, HIGH STRENGTH BOLTS. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS NOTED OTHERWISE. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. STEEL TO RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH-UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATED ON THE DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONSIST OF A MINIMUM 3/4 INCH DIAMETER ASTM A325 HIGH STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR FOR THE REACTIONS SHOWN ON THE DRAWINGS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN THE BEAM CONNECTIONS TO SUPPORT AN END REACTION OF 1/2 THE ALLOWABLE UNIFORM LOAD CAPACITY WITH A MINIMUM OF TWO BOLTS. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR A36. UNISTRUT FRAMING: PROVIDE AND INSTALL A COMPLETE ENGINEERED UNISTUT SYSTEM AS INDICATED ON PLANS AND SECTIONS. SYSTEM SHALL BE TRUE, PLUMB, AND LEVEL WITH NO MORE THAN 11720 DEFLECTION OF ANY SPAN IN EITHER DIRECTION BASED ON MAXIMUM LOADING CONDITIONS. ALL MATERIALS SHALL BE PROTECTED FROM CORROSION WITH A FACTORY APPLIED FINISH. SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY FLORIDA PROFESSIONAL ENGINEER DETAILING THE COMPLETE SYSTEM INCLUDING PLANS, SECTIONS, AND DETAILS INCLUDING ALL MANUFACTURED PARTS, CATALOG NUMBERS, FASTENERS, AND HARDWARE. INSTALLER SHALL ASSURE ALL FRAMING CAN BE INSTALLED ACCORDING TO THE SHOP DRAWINGS. ANY INTERFERENCE SHALL BE REPORTED TO THE ARCHITECT. STRUCTURAL DRAWING LIST SHEET NO. TITLE SCALE S-1 STRUCTURAL NOTES NONE S-2 EXISTING PARTIAL SECOND FLOOR PLAN Y4" = V-W S-3 EXISTING PARTIAL THIRD FLOOR PLAN Y4" = 1'-W I r, C**. 600 r CONSULTING ENGINEERS 7680 Universal Boulevard, Suite 580 Orlando, Florida 32819 407.363.1201 " FAX 407.363.1204 E-MAIL: info@tkwonline.com Engineering Certification # 5762 Survey LB # 734 gI,JBNIITTED PLAN(S) MARS AL'S N RI BY ZEPHYRHILL Reviewer. VA -LAM 211� T6 � 14L BUILDING SHALL COSIPLY WITh K 12 19- wo• lot 0 4 ALL APPLICABLE BUILDING, ELECTRICAL, PLUMBING AND ,4ECkUNNI C e�' CODES am 40-m&I hojCd No. 0109.00 S-1 W ti Q ©n013WM AnM%c%1w. 111-5" 21'-10" EXISTING B40 (36"x17") PARTIAL EXISTING SECOND FLOOR PLAN �7., SCALE: Yam =1'-0" m r +&Ar CONSULTING ENGINEERS 7680 Universal Boulevard, Suite 580 Orlando, Florida 32819 407.363.1201 • FAX 407.363.1204 E-MAIL: info@tkwonline.com Engineering Certification # 5762 Survey LB # 734 PLAN NOTES: EXISTING FLOOR IS CONVENTIONALLY REINFORCED CONCRETE WITH 3" THICK SLAB, 6"x14" JOIST AT T-Ow O.C. TYP. (14"x6"x30" PANS), AND BEAMS. NEW EQUIPMENT BY PHILLIPS. INSTALLATION AND LOCATION AS El INDICATED PER THEIR DRAWINGS AND SPECIFICATIONS. AD7 UNIVERSAL FLOOR PLATE BY PHILLIPS FOR MSA. ANCHOR TO EXISTING CONCRETE BEAM B31 WITH 4-HILTI Y4"0 x 8 Y4"THREADED HIS INSERTS WITH %4 fd HAS-E THREADED RODS, NUTS AND WASHERS AND HIT HY-150 EPDXY ADHESIVE. NON-STRUCTURAL PARTITION WALLS FOR ROOMS SUPPORTED BY F±1 SECOND FLOOR. SEE ARCH. DWGS FOR LOCATION. BUILL)ING SfLi.LL ';Olv_iPLY W17rh ALL APPLICABLE BUILD?NG, ELECTRICAL, PLUMBING AND SUBMITTED PLANS) HAVE BEEN REv ►e:'"' G> BY ZEPHYRHII-LS FIRE'RSHAL' S OFFit= Date: Reviewer: U�ftAUteZ.N��rt � PE. PtojedNo. 08009.00 S-2 co N S a N K4 111-5" 21'-10" PARTIAL EXISTING THIRD FLOOR PLAN SCALE: Y4" =1'-0" --C- P1000T HANGER (MINIMUM) BY UNISTRUT T = 2,931 LBS 6 PLACES AT EACH P1004A UNISTRUT BRACE 2 PLACES AT EACH P1004A — P1000T BRIDGING 2 EXISTING CONCRETE FLOOR m BY UNISTRUT SEE PLAN g 3 PLACES CONT. CO) T = 2,931 LBS 6" JOIST MOVEABLE ALONG TYP. ANY POINT ON P1004A 30" PAN TYP. UNISTRUT SUPPORT SCALE: %" = V-0" 6" JOIST P1004A BEAM BY UNISTRUT SEE PLAN TYP. NOTE: UNISTRUT FRAMING TO BE DESIGNED BY UNISTRUT ENGINEER. SIZES SHOWN ARE MINIMUM I ro C*A &,ro CONSULTING ENGINEERS 7680 Universal Boulevard, Suite 580 Orlando, Florida 32819 407.363.1201 " FAX 407.363.1204 E-MAIL: info@tkwonline.com Engineering Certification # 5762 Survey LB # 734 PLAN NOTES: EXISTING FLOOR AND ROOF IS CONVENTIONALLY REINFORCED CONCRETE WITH 3" THICK SLAB, 6"x14" JOIST AT X-O" O.C. TYP. (14"x6"x30" PANS), AND BEAMS. El NEW EQUIPMENT BY PHILLIPS. INSTALLATION AND LOCATION AS INDICATED BY THEIR DRAWINGS AND SPECIFICATIONS. El P1004A BEAM BY UNISTRUT. CONTINUOUS P1000T BRIDGING BY UNISTRUT. DIAGONAL TENSION AND COMPRESSION BRACING (T/C = 900 LBS, TYP.) ❑5 BY UNISTRUT. FASTEN TO EXISTING CONCRETE WITH 1- Y2"0 SIMSON STRONG BOLT. a UNISTRUT FRAMING TO BE DESIGNED BY UNISTRUTS ENGINEER. SIZES SHOWN ARE MINIMUM. NON-STRUCTURAL PARTITION WALLS BELOW THIRD FLOOR SUPPORTED El BY SECOND FLOOR. SEE ARCH. DWGS FOR LOCATION. 3" EXISTING EMBED. CONCRETE FLOOR SHIM AS REQUIRED T = 2,931 LBS NOTE: CONTRACTOR MAY USE 2 - Y2"0 SIMPSON SET - XP EPDXY ANCHORS WITH 2 Y" EMBED INSTEAD OF STRONG BOLTS. HANGAR CONNECTION SCALE: 1 V = V-0" SuBMII w PLANS) HAVE BEEN RI BY ZETHYRHILLS FIRE MARSHAL'S Date: Reviewer: BUILDING SRALL COMPLY WI`Tr'i ALL APPLICABLE BUILDING, ELECTRICAL, PLUMBING AND R&%*J-bkwJs WA"cY.tt fc Fes• VON V Im r A 0% oV=j 114 0 ob 04 0 o b $=4 S-3 ©= BWM Aroma, rw. PROVIDE MANUAL AIR VENT AT HIGH POINT OF RETURN LINE. 1 I BALL VALVES ON SMALLER TO STRUCTURE CHS CHR BUTTERFLY VALVE (TYPICAL). jJLy .v SIZES. (SEE SPECS.) UNION & REMOVEABLE SECTIONS FOR TEMPORARY REFER TO SCHEDULES (TYPICAL) G VALVELL - - FLUSHING BYPASS. INSTALL PRIOR TO CONNECTING F TEMPERING NUMBER D COILS AIR VENT TO EQUIPMENT. REMOVE AFTER SYSTEM IS PROVEN MAIN SUPPLY CLEAN FROM FLUSHING. RETURN OR BALANCING THERMOMETER (TYPICAL) C 2-WAY CONTROL VALVE TYPICAL MANUAL EXHAUST DUCT VALVE (TYP) VOLUME DAMPER SPIN -IN FITTING GAUGE & GAUGE COCK ` `IF REFER TO BOX WITH MANUAL � SCHEDULE FOR VOLUME DAMPER RUNOUT PIPE OFFSET PIPING AS SHOWN TO C I SIZES. 1 ALLOW COIL PULL WITHOUT 45 DISMANTLING VERTICAL RISERS. BALL VALVE � � C (TYPICAL) , ` 1�" BALL CEILDING UNION I Inv ** ; ' * COMPANION VALVE AIR _ _ _ _ _ _ _ _ (TYPICAL) W L , FLANGES VENT (TYPICAL) m CONTROL VALVE 19 c WS 2-WAY COOLING = z COIL u D USE THIS WITH RECTANGULAR J 14 STRAINER DUCT TAKEOFF -SMACNA 450 USE THIS WITH ENTRY FITTING: ROUND DUCT AIR FLOW UNION & REMOVEABLE SECTIONS FOR TEMPORARY L= 1/4 W, 4" MIN.) TAKEOFFS FLUSHING BYPASS. INSTALL PRIOR TO CONNECTING (MAY ALSO BE PARALLEL WATER SHALL TO EQUIPMENT. REMOVE AFTER SYSTEM IS PROVEN FLOW FITTING) ENTER COIL PETE'S CLEAN FROM FLUSHING. ** ON AIR LEAVING PLUG SIDE. LINE SIZE * = BRANCH TO INDIVIDUAL DIFFUSER OR GRILLE DIRT LEG T I NOTES: \ 1. PROVIDE DRAIN PAN OVERFLOW SHUTOFF. SUBMAIN, BRANCHMAIN , OR BRANCH. 2. CONNECT 4" WATER PIPING TO" DOUBLE BACKFLOW. CONNECTION SIZE - 1/2" MIN. DRAIN SEE PLUMBING DRAWINGS. VALVE. PIPE TO FLOOR DRAIN. AT USE LARGER OF SIZE SHOWN ON DRAWING 3/4HOSE END OR COIL CONN. SIZE (TYPICAL) GATE VALVES PIPING AT REHEAT (COIL) LOW PRESSURE DUCT VOLUME DAMPER CHILLED WATER PIPING COMPUTER ROOM A/C UNIT Q RE UIREMENTS AT SINGLE COOLING COIL SPIN -IN FITTING NOTE: TAP OUT EITHER SIDE OF DUCT. "TAP" EITHER SIDE OF DUCT. WITH MANUAL TOP OR BOTTOM TAPS ARE NOT BOTTOM OR TOP ' TAP ARE VOLUME DAMPER ACCEPTABLE. NOT ACCEPTABLE(NO EXTRACTOR USED) SPIN -IN FITTING WITH SPLIT RING TYPE CLEVIS TYPE INSULATED SHEET METAL MANUAL VOLUME DAMPER HANGER PIPE HANGER RIGID ELBOW (NO FLEXIBLE SHEET METAL RIGID ELBOW (NO EXTRACTOR USED) (SEE SPECS) SEE SPEC'S DUCT WILL BE ALLOWED) (NO FLEXIBLE DUCT ALLOWED) RETURN/ f , EXHAUST HANGER ROD ; ; ---TURN BUCKLE DUCT RETURN/ (AS REQUIRED) EXHAUST - - DUCT SUPPLY '-- _ ------ DUCT INSULATION 24 GA. GALVANIZED SEE GRILLE SCHEDULE SHEET METAL BOX FOR RUN -OUT SIZE PIPE SPIN -IN FITTING MANUAL VOLUME - 3' MIN. MANUAL VOLUME DAMPER DAMPER (NO EXTRACTOR USED) AT RUN -OUT CONNECTIONTO MAIN DUCT. + 6" MIN. SHEET METAL "--- ' . SCREW (TYPICAL) _ . Y�: DUCT CONNECTION SAME SIZE AS SHEET ^ FACE OF,GRILLE METAL SADDLE low VOLUME DAMPER REQUIRED WHERE DAMPER AT DUCT BRANCH IS INACCESSIBLE. RETURN/ RETURN/ EXHAUST EXHAUST REGISTER REGISTER CEILIN SUPPLY DIFFUSER WITH NOTE INSULATED BACK PANEL FOLLOW MFR'S INSTRUCTIONS FOR INSTALLATION OF SUPPLY DIFFUSER IN CEILING NOTE TO DESIGNER: USE ONLY IF FLEX DUCT NOT ALLOWED BY CODE. NOTE TO DESIGNER: USE ONLY IF FLFX DUCT NOT ALLOWED BY CODE. DUCTWORK CONNECTION TO DUCTWORK CONNECTION TO PIPE HANGER SUPPORTS SUPPLY DIFFUSER (ALL RIGID DUCT) RETURN/EXHAUST GRILLE (RIGID DUCT) y r 00 o� uW oo�irry �xS a gg x U pLpri(S) Spy BEEN I $1JBM1'I'rE N(pRSHAL' By 7,EPHYRHv' Reviewer: JaUILDING SILL COMPt.`Y Lh'i'is� ALL APPLICABLE BUILDING, ELECTRICAL, PLLlMBPvG AND ,4ECHA*.7,CAL COD' G 4014, '4 O .N N 4 too 0 G c� 0 H � w QO ^I M � N F Z V b 9 A v U Project No. 08009.00 IMOs2 02008 BH/P%Architecte, Inc. STG SOILED i® I SEE ELECTRICAL SHEET E1.1 FOR CONDUIT ROUTING. SEE ELECTRICAL SHEET E1.1 FOR CONDUIT ROUTING. u u ........... ........... Stair"B" Ito ee A /,,�/,1 1 r j �J -- j j /j 'j •, 'a ROJ CONSTRUCTION BARRIER. SEE ARChFORR. DRAWINGS SEMI- PRIVATE m ELEV. 4 EOUIPT e/, e/, -fir'--- ---- - r-, --- - -' ;' �.;'/ : ROOM II , i C`A� i L #3 r=------------yrm r J //. /////I '! III k III i CORRIDOR I iy=' - _ =9I II I !'----- ----- =� 3 I OFFICE n :J4 004 - ' - - �M, 1 !I 1p,F �3�- ------Jt_ ----- � 11 I ! I I CATH PREP N IL / SCRUB 06 B ' I 3 I t ,II ee I""' e 10 'L�e " //..///////// /•SOR/B,@/0 k / / / / / / / / / / / / / / / / / / 1 CONSTRUCTION BARRIER. SEE ARCH 1 DRAWINGS - - - - -•--- CLEAN HOLD. EQUIPMENT CATH F :ORRIDOR VESTIBULE I ASSAGE I TRASH I I � I BLOOD DRAW MECHANICAL PARTIAL SECOND FLOOR PLAN - CONSTRUCTION VENTILATION 1111111 1 a 0' 2' 4' 8' 16, 24' IV. PREP. S( u, INFECTION CONTROL MEASURES 1. CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE INFECTION CONTROL RISK ASSESSMENT (ICRA) PREPARED FOR THIS PROJECT. CONTRACTOR SHALL REVIEW THE REQUIREMENTS IN THE REPORT AND PERFORM ALL WORK IN ACCORDANCE WITH THOSE REQUIREMENTS. CONTRACTOR SHALL STRICTLY ADHERE TO THE LIMITS OF CONSTRUCTION AREA, AND WHERE PHASING APPLIES SHALL ADHERE TO THE PHASING PLAN. ANY WORK OUTSIDE THE CONSTRUCTION AREA SHALL BE COORDINATED WITH THE OWNER AND PERFORMED IN ACCORDANCE WITH THE IRCA REPORT, UNDER THE SUPERVISION OF THE OWNER'S REPRESENTATIVE OR OTHER DESIGNATED ICRA COMMITTEE OFFICER. 2. TO THE EXTENT THAT IT IS REQUIRED BY THE ICRA, THE CONTRACTOR SHALL ENDEAVOR TO MAINTAIN EXISTING LEVELS OF INDOOR AIR QUALITY IN AREAS SURROUNDING AND ADJACENT TO THE CONSTRUCTION WORK ZONE, AND ELSEWHERE IN THE FACILITY. IT SHOULD BE ANTICIPATED THAT THE ICRA REPORT WILL REQUIRE MEASURES TO THIS EFFECT INCLUDING ERECTION OF CONSTRUCTION ZONE BARRIERS AND PROVISION OF NEGATIVE AIR PRESSURE IN THE CONSTRUCTION ZONE RELATIVE TO OTHER AREAS OF THE NEW FACILITY. 3. IN ADDITION TO MEETING THE REQUIREMENTS OF THE ICRA REPORT, THE CONTRACTOR AT A MINIMUM SHALL PROVIDE EQUIPMENT AND COMPONENTS NECESSARY TO CREATE A NEGATIVE PRESSURE IN THE CONSTRUCTION WORK ZONE RELATIVE TO ADJACENT AREA. EXISTING HVAC SYSTEMS AND COMPONENTS SHALL NOT BE USED FOR THIS FUNCTION, UNLESS SPECIFICALLY APPROVED BY THE OWNER'S INFECTION CONTROL OFFICER. THE CONCEPT AND ALL ASPECTS OF THIS WORK SHALL BE DONE IN ACCORDANCE WITH THE ICRA REQUIREMENTS AND AT A MINIMUM AS FOLLOWS: A. VERIFY ALL EXISTING DUCTWORK WHICH PASSES THROUGH THE CONSTRUCTION ZONE, AND IS TO REMAIN, IS SEALED AND PROTECTED DURING THE CONSTRUCTION DURATION. B. PRESENT THE NEGATIVE AIR PRESSURE PLAN TO THE OWNER FOR APPROVAL BY THE INFECTION CONTROL COMMITTEE. C. CONTRACTOR SHALL PROVIDE PORTABLE HEPA FILTRATION UNITS EQUIVALENT TO ABATEMENT TECHNOLOGIES 'HEPA-AIRE PORTABLE AIR SCRUBBERS' OF APPROPRIATE SIZE AND QUANTITY TO MAINTAIN THE NEGATIVE AIR PRESSURE AND AIR CHANGE RATES IN THE CONSTRUCTION ZONE(S), AS REQUIRED BY THE OWNER'S ICRA. - D. AIR REMOVED FROM THE CONSTRUCTION ZONE SHALL BE FILTERED PRIOR TO BEING DISCHARGED, AS DIRECTED BY THE ICRA REPORT. E. CONTRACTOR SHALL PROVIDE MEANS TO MONITOR AND VERIFY NEGATIVE PRESSURE IS BEING MAINTAINED IN ACCORDANCE WITH THE ICRA REPORT, AND PROVIDE DOCUMENTATION TO THE OWNER. PROVIDE AND MONITOR NEGATIVE AIR PRESSURE MEASUREMENT DEVICES AND PROVIDE DOCUMENTATION TO THE OWNER, AT ALL ACCESS DOORS BETWEEN THE HOSPITAL PROPER AND THE CONSTRUCTION AREA. F. SUPPLY AND RETURN DUCTWORK SHALL NOT BE USED DURING CONSTRUCTION PHASE - SEAL ALL DUCT OPENINGS AIR TIGHT. EXHAUST DUCTS BEING USED FOR NEGATIVE PRESSURE SHALL HAVE SOME TYPE OF DISPOSABLE FILTER MEDIA OVER ALL GRILLES AND/OR OPENINGS (CHANGED MIN. ONCE PER DAY) WHILE SYSTEM IS OPERATING, AS DIRECTED BY THE ICRA REPORT. G. CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE (1) NEGATIVE PRESSURE MACHINE, UNIT WILL RECIRCULATE WITHIN THE CONSTRUCTION ZONE. THE HOUSE EXHAUST SYSTEM SHALL PROVIDE THE CONSTRUCTION NEGATIVE PRESSURE, AS DIRECTED BY THE ICRA REPORT. H. CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE (1) NEGATIVE PRESSURE MACHINE, VENTED TO EXTERIOR, FOR CONSTRUCTION VENTILATION. PROVIDE A MINIMUM OF TWO (2) NEGATIVE PRESSURE MACHINES TO RECIRCULATE WITHIN THE CONSTRUCTION ZONE. THE HOUSE EXHAUST SYSTEM SHALL NOT BE USED FOR CONSTRUCTION VENTILATION. I. TYPICAL FOR ALL INTERIOR SPACES REQUIRING TEMPORARY PARTITIONS AND NEGATIVE PRESSURE MACHINES DURING THE ROUTING OF DIVISION 15 AND/OR DIVISION 16 UTILITIES. THE NEGATIVE PRESSURE MACHINE WILL BE INSTALLED INSIDE THE TEMPORARY ENCLOSURE WITH A DISCHARGE DUCT EXTENDING BACK INTO THE SURROUNDING SPACES TO CREATE A NEGATIVE PRESSURE. 4. COORDINATE IN ADVANCE ANY REQUIRED EQUIPMENT SHUTDOWN WITH THE OWNER, AND VERIFY BEFORE SHUTDOWN THAT EXISTING OR DESIRED AIR PRESSURE RELATIONSHIPS WILL NOT BE ADVERSELY AFFECTED. KEYED NOTES: - CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINE DUCTED TO EXHAUST FAN. O CONTRACTOR SHALL PROVIDE HEPA FILTERED RECIRCULATING AIR MACHINE WHERE INDICATED FOR DEMOLITION AND NEW CONSTRUCTION OF ELECTRICAL CONDUIT AND MEDICAL GAS PIPING. SEE OWNER ICRA FOR REQUIRED NEGATIVE PRESSURE. O CONTRACTOR SHALL PROVIDE DIFFERENTIAL PRESSURE GAUGE TO MONITOR CONSTRUCTION ZONE DIFFERENTIAL PRESSURE AS INDICATED IN OWNER ICRA. O CONTRACTOR SHALL PROVIDE HEPA FILTERED MACHINE AND DISCHARGE INTO CORRIDOR. PROVIDE ADDITIONAL MACHINES IF REQUIRED TO MEET NEGATIVE PRESSURE REQUIRED BY OWNER ICRA DOCUMENT. " r IT, i:7 3 0 J a L' a zi � 00 (s) SUBMP� I1A FEE W BY Dam: Reviewein 13UIL'0[NG ALL APPLIC'ABLE SUILDNG, ELECTRICAL, PLUMBING AIKD 11QECIIA,TTC I C00'S ;s ti o� � 8 •N 0 ta O H O N Stcvz G .N U C5 h s S q Project No. 08009.00 To 1 0 2008 BHIPK Architects, Inc, DEMOLITION NOTES: O6 CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING O9 AHU-2 ORIGINAL DESIGN SCHEDULE AHU-1SUPPLY AND RETURN SMOKE DETECTORS, FOR 30,000 CFM D EXISTING AIR HANDLING SYSTEM *AHU-1: SERVING THE RENOVATED AREAS. ALL EXISTING DUCT 9,350 SUPPLY CFM MOUNTED SMOKE DETECTORS SHALL BE CLEANED AND TESTED IN PLACE IN ACCORDANCE WITH THE SMOKE 2,054 OUTSIDE AIR CFM 84.10 ENTERING DRY BULB DETECTOR MANUFACTURERS INSTRUCTIONS. PROVIDE NEW CONSTRUCTION KEY NOTES: 70° ENTERING WET BULB SAMPLING TUBE EXTENDING THE FULL WIDTH OF THE � 70.99° LEAVING DRY BULB DUCT. PROVIDE A PRESSURE DIFFERENTIAL TEST AT A 52.82° LEAVING WET BULB MINIMUM AIR VELOCITY OF 500 FPM AND A PRESSURE RANGE O AIA REQUIRES 15 ACH OF TOTAL AIR DESIGN HAS 15.8 ACH; PRE -FILTER 30% EFF. OF 0.016 MIN TO 0.99 MAX SENSITIVITY SHALL ALSO BE AIA REQUIRES 3 ACH OF OUTSIDE AIR DESIGN HAS 3.2 ACH. HIGH EFF. FILTER, 90% EFF. DETERMINED FOR EACH SMOKE DETECTOR IN ACCORDANCE WITH NFPA-72E. A CERTIFICATION REPORT, SIGNED BY THE • PRETEST DATA FROM PROFESSIONAL AIR INSTALLING CONTRACTOR, SHALL BE SUBMITTED AT O2 INSTALL NEW 1.5 TON CRAC UNIT SUSPENDED ABOVE CEILING p BALANCING, INC REPORT DATED 07-08-08 THE FINAL INSPECTION LISTING EACH SMOKE DETECTOR IN EQUIPMENT ROOM WITH CONDENSATE PUMP. AND THE TEST METHOD USED TO OBTAIN THE MANUFACTURER'S CALIBRATED SENSITIVITY AND PRESSURE DIFFERENTIAL. O3 CRAC UNIT SHALL SHUT DOWN UPON ATIVATION OF SMOKE DETECTOR IN °° 2� CONTRACTOR SHALL FIELD VERIFY THAT THE EXHAUST FAN & CONTRACTOR SHALL PROVIDE BAKELITE NAMEPLATE ON EQUIPMENT ROOM ONLY. ACTIVATION OF EQUIPMENT ROOM DETECTOR RETURN SERVING AHU-1 INTERLOCKED WITH AIR HANDLING SYSTEM CEILING T-BAR NAMING ANY SMOKE DETECTOR LOCATED SHALL ACTIVATE FACILITY ALARM SYSTEM. vX w AHU-1, AND THAT AHU-1 IS INTERLOCKED WITH THE FIRE ABOVE. TAGS SHALL BE WHITE WITH BLACKS LETTERS. o -. ALARM SYSTEM. IF THE SYSTEMS ARE NOT INTERCONNECTED. 4 REBALANCE TEST POINTS 1 4 5 6 7 AND 8 TO PRETEST VALUES THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING. 7 CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING 0 o r a'n O AHU-1 DIFFERENTIAL PRESSURE GAUGES FOR ALL FILTER a m .�, t- �5 REBALANCE EXISTING TO REMAIN CEILING DEVICES TO INDICATED w -• .: SECTIONS CONTRACTOR SHALL VERIFY THAT ALL GAUGES AIRFLOW. ° x o 30 CONTRACTOR SHALL VERIFY EXISTING FIRE/SMOKE ARE IN WORKING ORDER AND LABELLED AS PER A.H.C.A. AND/OR SMOKE DAMPERS ARE INTERLOCKED WITH AIR :a HANDLING SYSTEM / FIRE ALARM SYSTEM. STANDARDS. O REBALANCE TEST POINT 2 TO PRETEST VALUE PLUS 480 CFM. ;'•� ! y � w.ewFv� 40 FLEXABLE DUCTWORK SHALL BE REMOVED AND RELACED O WITH METAL LINED FLEXABLE DUCTWORK. 0 FLEXABLE DUCTWORK AND GRILLE SHALL BE REMOVED.CAP AND SEAL REMAINING DUCT OPENING. XT UP AHU- 61 x 21— UP TO AHU-1 AHU-2 (3RD FLOOR) A PRE -TEST REPORT OF THE EXISTING SHALL BE COMPLETED AND DELIVERED TO THE ENGINEER FOR REVIEW PRIOR TO STARTING DEMOLITION. THE CONTRACTOR SHALL RECORD THE EXISTING AIR QUANTITIES OF ALL PRE -TEST POINTS, PLUS THE FOLLOWING: 1 _ TEST POINTS LABELLED l B I MECHANICAL PARTIAL SECOND FLOOR PLAN - DEMOLTION 1111111 I 0 0' 2' 4' 8' 16, 24' 61 OF Af MECHANICAL PARTIAL SECOND FLOOR PLAN - NEW CONSTRUCTION 1111I 1 I 0' 2' 4' 8' 16, 2 4' DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED DEMO TO THIS POINT NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT FIRE WALL LEGEND SYMBOL DESCRIPTION pLprt(s - — — — — SMOKE BARRIER BY — - — - — - 1 HR. RATED FIRE PAFWMW'- — — • — — 1 HR. RATED FIRE/SMOKE PARTITION - • - — - — 2 HR. RATED FIRE PARTITION — — — - 2 HR. RATED FIRE/SMOKE PARTITION BUIL.OING SHALL ` ?V.fl!.Y WTrh ALL APPLICABLE BUILDING, ELECTRICAL. PLUMB?NG AND -Al C007-s o� A to Cq O ��w aca N U `N ��oo�c�yy o 6'iN e 3 ° s P A O O W O O A � -�i O O N pv �v w •� �711 I I mil. -I �l t �44; V% Project No. 08009.00 M36 1 102008BH/P%Architecb, Im. I DEMOLITION KEY NOTES: O1 EXISTING RISER UP TO PATIENT ROOM FAN COIL UNITS. CONTRACTOR SHALL COORDINATE SHUTDOWN OF RISER WITH HOSPITAL TO MINIMIZE IMPACT ON PATIENT CARE. O DEMO AND REWORK CHILLED WATER RETURN AND HOT WATER RETURN PIPING. COORDINATE ALL EQUIPMENT SHUTDOWN WITH HOSPITAL. 9 I :ORR(DOR ASSAGE i MECHANICAL PARTIAL SECOND FLOOR PIPING PLAN - DEMOLTION mil 1 0 0' 2' 4' 8' 16, 2 4' u Flo NEW CONSTRUCTION KEY NOTES: 1D INSTALL NEW 1.5 TON CRAC UNIT IN NEW CATH LAB EQUIPMENT ROOM WITH CONDENSATE PUMP. O CONNECT TO EXISTING HOT WATER PIPING. O CONNECT TO EXISTING CHILLED WATER PIPING. ROUTE CONDENSATE PIPING TO EXISTING RAIN WATER LEADER. _ O ALL NEW PIPING SHALL BE INSTALLED TIGHT TO STRUCTURE. © CONNECT NEW PIPING TO EXISTING RISERS. O COORDINATE PIPING ROUTING WITH CATH LAB EQUIPMENT UNISTRUT REQUIREMENTS. MECHANICAL PARTIAL SECOND FLOOR PIPING PLAN - NEW CONSTRUCTION i111i 11 i 0' 2' 4' 8' 16, 2 4' DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED DEMO TO THIS POINT NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT FIRE WALL LE SYMBOL DESCRIPTION viewer. - — — — — SMOKE BARRIER — - — - — - I HR. RATED FIRE PARTITION — — • — — 1 HR. RATED FIRE/SMOKE PARTITION - • - — - - — 2 HR. RATED FIRE PARTITION — — - - — - 2 HR. RATED FIRE/SMOKE PARTITION BUILOING SIIrtLi COMPLY WiTh ALL APPLICABLT BUILDING, ELECIMCAL, PLUMBING AND am y ti V t 9 Ls O SCE N 0 Prnject No. 08009.00 M4,61 02008 BH/PK Architects, Inc. HANGER ROD. PROVIDE A SECTION OF HIGH COMPRESSION STRENGTH INSULATION AT EACH HANGER POINT. INSULATION MAY BE HALF ROUND OR FULL ROUND AND EXTEND 2'BEYOND GALVANIZED SHIELD EACH WAY. GALVANIZED SHIELD INSULATION PIPE UNISTRUT CHANNEL WATER PIPING HANGER TYPICAL GOOSENECK INSTALLATION PLUMBING/MED. GAS LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION - COLD WATER 6 BALL VALVE -- HOT WATER P-1,ETC FIXTURE INDENTIFICATION — --- — HOT WATER RECIRCULATION CAP ON LINE --V-- VENT PIPE A COMPRESSED AIR PIPING PIPE TURNED -UP V VACUUM PIPING D PIPE TURNED DOWN 0 OXYGEN PIPING GENERAL PLUMBING NOTES 1. EQUIPMENT AND MATERIALS SPECIFIED AND/OR SHOWN ON DRAWINGS SHALL BE FURNISHED (EXCEPT AS NOTED) COMPLETELY INSTALLED, ADJUSTED, AND SHALL BE LEFT IN A SAFE AND SATISFACTORY OPERATING CONDITION. ALL ACCESSORIES, PARTS, AND CONNECTIONS NECESSARY FOR THE OPERATION OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED. 2. ALL MATERIALS, EQUIPMENT, AND APPARATUS SHALL BE NEW, EXCEPT ITEMS THAT ARE CALLED FOR AS BEING REUSED OR FURNISHED BY OTHERS. 3. ALL EXISTING LOCATIONS ARE TAKEN FROM EXISTING DRAWINGS. IT WILL BE WITHIN THE CONTRACTOR'S SCOPE OF WORK TO VERIFY EXISTING SERVICES AND THE EXACT LOCATION OF PIPES, TO MAKE ALL OFFSETS; AND TO ADD NEW PIPING SYSTEMS TO THE EXISTING PIPING SYSTEMS AS PART OF THE PROJECT CONTRACT. 4. CONTRACTOR SHALL CONNECT WATER AND WASTE PIPING TO EQUIPMENT FURNISHED BY THE OWNER OR IN ANOTHER DIVISION OF THIS CONTRACT AS REQUIRED FOR COMPLETE OPERATION. 5. MAKE ALL OFFSETS REQUIRED AS PER JOB CONDITIONS. 6. CONTRACTOR SHALL COORDINATE AT SITE WITH EXISTING STRUCTURE AND OTHER TRADES BEFORE INSTALLATION OF PLUMBING WORK. 7. THE CONTRACTOR SHALL KEEP A SET OF MARKED UP DRAWINGS AS THE JOB PROGRESSES. NO MAJOR CHANGE SHALL BE MADE TO PLUMBING DESIGN/ENGINEERING UNLESS IT HAS BEEN COORDINATED, DRAWN, AND SUBMITTED FOR APPROVAL TO THE ARCHITECT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PIPING, FIXTURES OR EQUIPMENT DUE TO NEW CONSTRUCTION AND HE SHALL RESTORE EXISTING WORK TO ITS ORIGINAL CONDITION AT NO COST TO THE OWNER. 9. ALL THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION WITH 2O05 & 2006 SUPPLEMENTS, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE. 10. CONTRACTOR SHALL FURNISH AND INSTALL SHOCK ABSORBERS ON PIPING SERVING FIXTURES AND EQUIPMENT WITH QUICK CLOSING VALVES. SIZE OF SHOCK ABSORBERS SHALL BE ACCORDING TO PDI STANDARDS. 11. CONTINUITY OF SERVICES: EXISTING BUILDING WILL REMAIN IN USE DURING CONSTRUCTION OPERATIONS. WHEN AN INTERRUPTION OF AN EXISTING SERVICE IS NECESSARY, CONTRACTOR SHALL COORDINATE WITH AUTHORIZED HOSPITAL PERSONNEL BEFORE MAKING THE NECESSARY INTERRUPTION. 12. ALL PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE SLEEVED AND/OR PATCHED AS DIRECTED BY THE SPECIFICATIONS. PATCHING SHALL MATCH EXISTING FINISH. (SEE ARCH. DRAWINGS). PLUMBING DEMOLITION NOTES 1) CONTRACTOR SHALL REMOVE INACTIVE EXISTING SERVICES TO FIXTURES AND EQUIPMENT THAT HAS BEEN OR WILL BE REMOVED TO ALLOW FOR THIS NEW CONSTRUCTION. CONTRACTOR SHALL CAP BELOW FLOORS, SO AS NOT TO INTERFERE WITH NEW ARRANGEMENT OF RENOVATED AREA. 2) WHERE EXISTING EQUIPMENT, PLUMBING FIXTURES, AND RELATED ITEMS ARE TO BE REMOVED, CONTRACTOR SHALL SUBMIT COMPLETE LIST TO THE OWNER. ALL ITEMS THAT THE OWNER WISHES TO RETAIN SHALL BE DELIVERED TO BUILDING STORAGE WHERE DIRECTED BY OWNER. ITEMS THAT OWNER DOES NOT WISH TO RETAIN SHALL BE DISPOSED OF LEGALLY. 3) CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED BY HIS WORK. RESTORE FINISHES TO MATCH EXISTING SURFACES IN COLOR. TEXTURE AND APPEARANCE. INFECTION CONTROL MEASURES 1. CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE INFECTION CONTROL RISK ASSESSMENT (ICRA) PREPARED FOR THIS PROJECT. CONTRACTOR SHALL REVIEW THE REQUIREMENTS IN THE REPORT AND PERFORM ALL WORK IN ACCORDANCE WITH THOSE REQUIREMENTS. CONTRACTOR SHALL STRICTLY ADHERE TO THE LIMITS OF CONSTRUCTION AREA, AND WHERE PHASING APPLIES SHALL ADHERE TO THE PHASING PLAN. ANY WORK OUTSIDE THE CONSTRUCTION AREA SHALL BE COORDINATED WITH THE OWNER AND PERFORMED IN ACCORDANCE WITH THE ICRA REPORT, UNDER THE SUPERVISION OF THE OWNER'S REPRESENTATIVE OR OTHER DESIGNATED ICRA COMMITTEE OFFICER. 2. TO THE EXTENT THAT IT IS REQUIRED BY THE ICRA, THE CONTRACTOR SHALL ENDEAVOR TO MAINTAIN EXISTING LEVELS OF INDOOR AIR QUALITY IN AREAS SURROUNDING AND ADJACENT TO THE CONSTRUCTION WORK ZONE, AND ELSEWHERE IN THE FACILITY. IT SHOULD BE ANTICIPATED THAT THE ICRA REPORT ILL REQUIRE MEASURES TO THIS EFFECT INCLUDING ERECTION OF CONSTRUCTION ZONE BARRIERS AND PROVISION OF NEGATIVE AIR PRESSURE IN THE CONSTRUCTION ZONE RELATIVE TO OTHER AREAS OF THE NEW FACILITY. 3. IN ADDITION TO MEETING THE REQUIREMENTS OF THE ICRA REPORT, THE CONTRACTOR AT A MINIMUM SHALL PROVIDE EQUIPMENT AND COMPONENTS NECESSARY TO CREATE A NEGATIVE PRESSURE IN THE CONSTRUCTION WORK ZONE RELATIVE TO ADJACENT AREA. EXISTING HVAC SYSTEMS AND COMPONENTS SHALL NOT BE USED FOR THIS FUNCTION, UNLESS SPECIFICALLY APPROVED BY THE OWNER'S INFECTION CONTROL OFFICER. THE CONCEPT AND ALL ASPECTS OF THIS WORK SHALL BE DONE IN ACCORDANCE WITH THE ICRA REQUIREMENTS AND AT A MINIMUM AS FOLLOWS: A. VERIFY THAT ALL EXISTING TO REMAIN DUCTWORK WHICH PASSES THROUGH THE CONSTRUCTION ZONE,IS SEALED AND PROTECTED DURING THE CONSTRUCTION. B. AIR REMOVED FROM THE CONSTRUCTION ZONE SHALL BE FILTERED AND/OR DISCHARGED AS DIRECTED BY THE ICRA REPORT. C. PRESENT THE NEGATIVE AIR PRESSURE PLAN TO THE OWNER FOR APPROVAL BY THE INFECTION CONTROL COMMITTEE. D. PROVIDE MEANS TO MONITOR AND VERIFY NEGATIVE PRESSURE IS BEING MAINTAINED IN ACCORDANCE WITH THE ICRA REPORT, AND PROVIDE DOCUMENTATION TO THE OWNER AS REQUIRED. 4. COORDINATE IN ADVANCE ANY REQUIRED EQUIPMENT SHUTDOWN WITH THE OWNER, AND VERIFY BEFORE SHUTDOWN THAT EXISTING OR DESIRED AIR PRESSURE RELATIONSHIPS WILL NOT BE ADVERSELY AFFECTED. FIXTURE CONNECTION SCHEDULE IDENTITY FIXTURE C.W. H.W. WASTE P-1 SCRUB SINK (PHOTO SENSOR - WALL HUNG) 1 W NOTE: FLOOR MOUNTED LAVATORY CARRIER SHALL BE RATED TO WITHSTAND AN APPLIED VERTICAL MINIMUM LOAD OF 250 LBS.ON FRONT OF THE FIXTURE. MEDICAL GAS PIPING PRESSURE/VACUUM TO OUTLETS. SENSORS (TYP.) MEDICAL GAS PIPING FROM MAINS. �0 1 1 1 i I I ) 0� V r V CEILING a a 0 o 0 0 O O ti oQ MED.GAS AREA MED GAS ZONE ALARM SEE VALVE BOX FLOOR PLAN FOR EXACT LOCATION. FINISHED FLOOR NOTE: REFER TO FLOOR PLAN FOR PIPING AND MED GAS VALVE SIZES. MEDICAL GAS VALVE/AREA ALARM SCHEMATIC SIDE 1 SIDE 2 SIDE 3 SIDE 4 (LEFT) (FRONT) (RIGHT) (BACK) 20' FOOT PEDAL 10' OXYGEN LIGHT SWITCH AIR BLANK ELECT. VACUUM ELECT. BLANK ELECT. SLIDE ELECT. Fr I IF BLANK E E 0 A V S E E L B BrjBj 00 ACCESS PANEL F.F. — 0 A - INSTALL MED. GAS PIPING TIGHT TO STRUCTURE V AMICO ALERT -I SERIES: FLOOR MOUNTED STAINLESS STEEL SERVICE PEDESTAL WITH REMOVABLE TOP AND REAR ACCESS PANEL. ELECTRICAL: REFER TO ELECTRICAL DRAWINGS. MED. GAS: 1-0, I -AIR, 1VAC, 1 SLIDE & 1-SPARE. FLOOR MOUNTED SERVICE PEDESTAL PLUMBING INDEX SHEET NO. SHEET TITLE P0.1 PLUMBING/MED. GAS SCHEDULES, NOTES, LEGENDS, DETAILS AND DRAWING INDEX P3.1 PLUMBING PARTIAL SECOND FLOOR PLAN - DEMOLITION/NEW CONSTRUCTION P3.2 MED. GAS PARTIAL SECOND FLOOR PLAN - DEMOLITION/NEW CONSTRUCTION � y 1� � o ao�n�n ~ oao 9i;rml co a cl� 'x H, SUBMITTED PLAN(S) HAVE BEEN RI BY ZEPHYRHU.LS FIRE MARSHAL'S Reviewer. BUILDING SHALL COMPLY VdI`I Pi ALL APPLICABLE BUILD?NG, EgLEC"i'RICEMI.,, PLUMBING ANV Project No. 08009.00 POO 1 © 2008 BH/PK Architects, Inc, DEMOLITION KEY NOTES: �1 REMOVE EXISTING PLUMBING FIXTURE & RELATED PIPING, CAP OR PLUG EXISTING SERVICES ABOVE CEILING & BELOW FLOOR AS REQUIRED. �2 EXISTING DOMESTIC WATER PIPING TO REMAIN. �3 EXISTING DOMESTIC WATER PIPING TO BE REMOVED. O EXISTING VENT PIPING TO BE RELOCATED FROM BELOW TO NEW WALL. O5 EXISTING 2' UP VENT PIPING TO BE RELOCATED FROM BELOW TO NEW WALL. �6 EXISTING 2' SANITARY PIPING DN TO REMAIN. �7 EXISTING 11/2 COPPER PIPING TO BE CAP a 1st FLOOR CEILING SPACE. PRIVATE i 2 3,4 it it N l _SRY ORRIDOR ASSAGE PLUMBING PARTIAL SECOND FLOOR PLAN - DEMOLTION 0' 2' 4' 8' 16, 24' 2" CW I" HWR 2" HW NEW CONSTRUCTION KEY NOTES: O8 CONNECT NEW 2' SANITARY PIPING TO EXISTING 2' SANITARY PIPING DN. O9 NEW SANITARY PIPING CONNECTION TO BE AT 1st FLOOR CEILING. 10 NEW LOCATION FOR EXISTING VENT PIPING. CONNECT TO EXISTING 2' VENT PIPING UP. PLUMBING PARTIAL SECOND FLOOR PLAN - NEW CONSTRUCTION r11l 11 0' 2' 4' 8' 16, 24' �2" CW 1" HWR 2" HW s~ v s~ � w _ram 3 0 d: O CJ � C 00 F :rr F rZ SUBMM7-D PLAN(S) HAVE BEEN I BY ZEPHYRHILLS FIRE MARSHAL BUIL.OINC SFi tLL COMPLY WITh ALL APPLICABLE BUILDING, ELECTRICAL, PLUMBING AND UWCILA7`r `_ Q 1 COIDS L 0�jw-/'Zl G o� N � g .N a Co C. Q R �V rV n Cq c-� � c a Ewa .S • u y � U ti e k 9 e A rrJJ• �l u a 0 0 w 2 0 2 a Project No. 08009.00 P3* 1 j2008 BH/PS Architects, Inc. DEMOLITION KEY NOTES: O1 EXISTING MED. GAS PIPING TO REMAIN. O2 EXISTING MED. GAS PIPING TO BE REMOVED. PRIOR TO REMOVAL CONTRACTOR SHALL VERIFY IN FIELD EXACT AREA SERVED. NOTIFY ENGINEER IF CONSTRUCTION DOCUMENTS VARY FROM EXISTING FIELD CONDITIONS. O EXISTING MED. GAS ZONE VALVE BOX ASSEMBLY TO REMAIN. O EXISTING 1/1 N20 PIPING TO BE RELOCATED. 5O EXISTING ABANDONED VACUUM PIPING/OUTLET TO BE REMOVED. _.._.._ ._ ._.._.._.._.._.._.._.._ E ---- ----------- PRIVATE PRIVATE ` Fj — -- — — --- - . HC > IV -- - -- TLT. SEMI- - - ----- - PREP. ` Stair" B" I SEMI- PRIVATE - — — --. --- I PRIVATE _j I I � — MED. o- ---- --- _ - TLT. ° JU!;l I 1 CORR. 1N Q2 _._._._._._._._._._._., _._._.._._._._._._.=�7 _ _ - _ _. . - - - - - _-.._.._.._ ._.._.._.._..___.._.._.._. _.._.._.. L c CORRIDOR STG EOUIPT I i - - = o 11314 I/ N ; o I I I I� Cv -------- - - - - - - - - -- �R�OM I 112 COA 2 B #3-----\= JC I I; o _SRY - - CORR}DO- Ia— `J I� I I -- - ;- ' OFFICE Ir L J ° 004 - - - - --•- — SOILED :ORRIDOR ASSAGE 17 MED. GAS PARTIAL SECOND FLOOR PLAN - DEMOLTION 0' 2' 4' 8' 16, 24' NEW CONSTRUCTION KEY NOTES: 60 MED. GAS AREA ALARM CONTROL PANEL. 7O HI/LOW PRESSURE SENSORS WITH DEMAND CHECK FITTINGS AND LOW VOLTAGE WIRING TO MED. GAS AREA ALARM PANEL. S) MED. GAS WALL OUTLETS (1A, 10, 1V, 1 SLIDE). 9� MED. GAS FLOOR MOUNTED SERVICE PEDESTAL. REFER PO.1 FOR DETAILS. COORDINATE FINAL PEDESTAL LOCATION WITH THE OWNER AND ARCHITECTS. 10 MED. GAS PIPING UNDER -SLAB TO FLOOR MOUNTED SERVICE PEDESTAL. ( 1/10, 1/1 A, 314 V). 11 MED. GAS PIPING DN IN WALL TO 1 st FLOOR CEILING SPACE. 12 NEW LOCATION FOR 1/1 N20 PIPING. 13 EXISTING MED. GAS PIPING TO REMAIN. 14 MED.GAS ZONE VALVE BOX ASSEMBLY. .-- ------ PRIVATE PRIVATE E - I j Stair' oo SRY SOILED :ORRIDOR ASSAGE s~ � a+ =� S( 341LIZ~ - ---- u xo NEW CONSTRUCTION GENERAL NOTES: 1. IT SHALL BE THE MEDICAL GAS SYSTEM INSTALLERS RESPONSIBILITY AS PART OF HIS CONTRACT TO FURNISH AND INSTALL ALL LOW VOLTAGE WIRING AND RACEWAY SYSTEMS FROM THE MEDICAL GAS SYSTEM SENSORS TO THE MEDICAL GAS ALARM PANEL(S). INSTALLED LOW VOLTAGE WIRING AND RACEWAY SYSTEMS SHALL CONFORM TO ALL N.E.C. AND N.F.P.A. REQUIREMENTS. MED. GAS SYSTEM INSTALLER, AT HIS OPTION, MAY SUB- CONTRACT RACEWAY AND LOW VOLTAGE WIRING REQUIREMENTS PROVIDED THE MED. GAS SYSTEM -INSTALLER HAS INDICATED SO IN ACCORDANCE WITH DIVISION 1 r SUBSTITUTION REQUIREMENTS. 1 2. CONTRACTOR SHALL ATTACH TO NEW ZONE VALVES AND ALARMS SIGNAGE INDICATING EXACT AREAS SERVED PER N.F.P.A. 99 3. CONTRACTOR SHALL COORDINATE TYPE OF MEDICAL GAS OUTLET (I.E. QUICK CONNECT OR D.I.S.S.) WITH OWNER PRIOR TO SHOP DRAWING SUBMITTAL. MED. GAS PARTIAL SECOND FLOOR PLAN - NEW CONSTRUCTION �I 0' 2' 4' 8' 16, 2 4' SUBMITTED PLANS) HAVE BEEN Rl BY ZEPHYRH,LS FIRE MARSHALS Date: Reviewer; NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED KjDISCONNECTION POINT/ CONNECT TO EXISTING a THIS POINT BUILD NC 81L�kLL COMIN,Y WTTh ALL APPLICABLE BUILD'NG, ELECTRICAL, PLUMBING AND MECHAI —n .ai- CO-02S 0 1 1110, F/r 0" .s - �, W li A q Project No. 08009.00 P3.2 02008 BA/P%architects, Inc. I uias A.Ll LMRILL- .uu ar.l.y: "W.--A--: - A'- --- -- - - - KEY NOTES: O a O1 REMOVE EXISTING A/S HEAD & CONNECT PIPING FROM �w 4 inf. °' lo r w i a NEW A/S HEAD OR HEADS. � ,Z 9 o 2O EXISTING A/S HEADS TO BE REMOVED. _ xo O EXISTING SPRINKLER ZONE VALVE AND FLOW SWITCHES TO REMAIN. o w w F A /C NnTFc• 1. EXISTING AREA OF RENOVATION IS PRESENTLY FULLY PROTECTED WITH AN EXISTING AUTOMATIC SPRINKLER SYSTEM. REWORK EXISTING AUTOMATIC SPRINKLER SYSTEM AS NEEDED TO PROVIDE FULL COVERAGE TO THE NEW LAYOUT. 2. ALL SPACES WITHIN AREAS OF NEW CONSTRUCTION SHALL BE FULLY SPRINKLED, EXISTING AUTOMATIC SPRINKLER SYSTEM WILL BE EXTENDED AND UPGRADED AS NEEDED TO PROVIDE FULL COVERAGE. 3. QUICK RESPONSE SPRINKLER HEADS SHALL BE PROVIDED IN ALL AREAS WHERE NEW AUTOMATIC SPRINKLER HEADS ARE REQUIRED. 4. SPRINKLER WORK SHALL BE AS PER FBC WITH 2O05 & 2006 SUPPLEMENTS, NFPA-13 (2002), STATE AND LOCAL FIRE DEPT. REQUIREMENTS AND OWNERS INSURANCE COMPANYS REQUIREMENTS. 5. WHEN REPLACING THE EXISTING SPRINKLER HEADS, THE SPRINKLER SYSTEM WILL BE DISABLED TO DRAIN THE WATER. DURING THAT TIME, PROVIDE FIRE WATCH IF SYSTEM WILL BE DISABLED FOR LONGER THAN 4 HOUR'S. SPRINKLER COUNT EXISTING SPRINKLER HEADS REMOVED = 14 NEW SPRINKLER HEADS INSTALLED = 16 HEADS ADDED TO SYSTEM = 2 FIRE PROTECTION PARTIAL SECOND FLOOR PLAN -DEMO/NEW CONSTRUCTION 1111111 1 a I 0' 2' 4' 8' 16, 2 4' SUBMITTED PLAN(S) HAVE BY ZEPHYRY HILLS FIRE MAJ Reviewer. NEW CONSTRUCTION LEGEND SYMBOL I DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION �—� CONNECT TO EXIST. AT THIS POINT 'S s w A • r Project No. 08009.00 BUILDING SHALL - -OS4pj.y Wi':`'% ALL APPL.IC.3BLE BUILDING, ELECTRICAL; PLUMBING A % P F3o 1 19)2008 BH/PK Architects, Inc. PANEL 2HCB, CRITICAL BRANCH 48O/277V,400A PANEL 2LEQ PANEL 2BHP SECTION 1 NORMAL SYSTEM EQUIP. SYSTEM 480/277V,225A 208/12OV, 150A 3 SIMPLEX FFIRE 4100 PLUS ALARM PANEL PANEL 2LEQ �I II IT301T45 SECTION 2 EQUIP. SYSTEM L — _ L _ — � PANEL 2LLS 208/12OV, 150A H 3 H LIFE SAFETY 208/120V, 100A PANEL 2HLS PANEL 2HEQ LIFE SAFETY EQUIP, SYSTEM 480/277V,225A 480/277V,225A 3 ENLARGED ELECTRICAL ROOM 0' 1' 2' 4' 8' 12' fto Lm r �1 It#t 1 I CLOSET T 0 Il 0 pm PMTTOM POST PNTILM POST mfm PRMTE P■\ATE 1 PRWIE PIMTE -TE -- --I 7 W I� Y SIG EOFT MAM NEL L28SEC1- ANEL L213 SEC2- ANEL EC2B O KEY NOTES: 1. CARDIO VASCULAR ICU NURSE STATION STAFFED 24 HOURS A DAY. CODE BLUE ALARMS ORIGINATING IN CATH LAB *3 SHALL PROVIDE AUDIBLE ANNUNCIATION TO EXISTING DUKANE PROCARE 6000 NURSE MASTER STATION LOCATED HERE. 2. CRITICAL BRANCH PANEL ELC AND NORMAL SYSTEM PANEL LC SHALL BE DEMOLISHED IN THEIR ENTIRETY BACK TO THEIR SOURCE. REFER TO PARTIAL ELECTRICAL RISER DIAGRAM ON SHEET E5.1. 3. EXISTING CIRCUITS IN THESE PANELS TO BE MODIFIED UNDER PROJECT SCOPE. LP1y�-rp Cow 0 TAR 'C 8 I PA$MRpJII 41 o ISOUTIOM wTE V AIENT RGOY S PATEMT POOL 7 i PAW" ROOM j 613 TO I PAW ROOM PAREMT ROOM tl PATENT SCOM i� PATQlT i /( 11 - PAMMr Roots I I PA1EM! MOOfI t W 1 13 - O orl PARmt ROOT PAEMT ROOM �PAREMr ABOVE CEILING CONDUI ROSY ` j 2£', ROUTE, TYPICAL. �ta" �I n 1 i 4}R-P■PAE L �E swo AL NE n o coRmGR N.C. 901.. Af. I. �tA1RL Cd1EIti ExA1T T.d. Lprl,vd (Ixb) MC, AT. . i!� 1■[�!� ( i "A'I ■ w � s � ►I �, I 11 tall w wr l� ��'•_............ ►i11' . ............. ■r ■ rj rl, J � w ff 100A ECB T30 T30 T30 T3 ELEC. 150A ECB 3 PANEL EQDIAG PANEL EQUERL EQUIP. SYSTEM EQUIP. SYSTEM 480/277V,225A 208/12OV, 100 TVSS (DIAGDP) PANEL ECDIAG PANEL DIAGDP PANEL DIAGDP CRITICAL BRANCH SECTION 2 SECTION 1 480/277V,400A NORMAL SYSTEM NORMAL SYSTEM 480/277V, 800A 480/277V N800A ENLARGED ELECTRICAL ROOM SECOND FLOOR OVERALL PLAN 0' 5' 10' 20' 40, 60' r T TE INDOOR AIR QUALITY NOTES 1. CONTRACTOR SHALL OBTAIN FROM THE OWNER A SPECIFICALLY APPROVED BY THE OWNER'S INFECTION COPY OF THE INFECTION CONTROL RISK ASSESSMENT CONTROL OFFICER. THE CONCEPT AND ALL ASPECTS (ICRA) PREPARED FOR THIS PROJECT. CONTRACTOR OF THIS WORK SHALL BE DONE IN ACCORDANCE WITH SHALL REVIEW THE REQUIREMENTS IN THE REPORT THE ICRA REQUIREMENTS AND AT A MINIMUM AS FOLLOWS: AND PERFORM ALL WORK IN ACCORDANCE WITH THOSE REQUIREMENTS. CONTRACTOR SHALL STRICTLY ADHERE A. VERIFY ALL 'EXISTING TO REMIAN' WORK WHICH TO THE LIMITS OF CONSTRUCTION AREA AND WHERE PASSES THROUGH THE CONSTRUCTION ZONE IS SEALED PHASING APPLIES SHALL ADHERE TO THE PHASING PLAN. AND PROTECTED DURING THE CONSTRUCTION DURATION. ANY WORK OUTSIDE THE CONSTRUCTION AREA SHALL B. AIR REMOVED FROM THE CONSTRUCTION BE COORDINATED WITH THE OWNER AND PERFORMED IN ZONE SHALL BE FILTERED AND/OR DISCHARGED ACCORDANCE WITH THE ICRA REPORT UNDER THE AS DIRECTED BY THE ICRA REPORT. SUPERVISION OF THE OWNER'S REPRESENTATIVE OR OTHER DESIGNATED ICRA COMMITTEE OFFICER. C. PRESENT THE NEGATIVE AIR PRESSURE PLAN 2. TO THE EXTENT THAT IT IS REQUIRED BY THE ICRA, TO THE OWNER FOR APPROVAL BY THE INFECTION THE CONTRACTOR SHALL STRIVE TO MAINTAIN EXISTING CONTROL COMMITTEE. LEVELS OF INDOOR AIR QUALITY IN AREAS SURROUNDING D. PROVIDE A MEANS TO MONITOR AND VERIFY AND ADJACENT TO THE CONSTRUCTION WORK ZONE AND THAT NEGATIVE PRESSURE IS BEING MAINTAINED ELSEWHERE IN THE FACILITY. IT SHALL BE ANTICIPATED IN ACCORDANCE WITH THE ICRA REPORT AND THAT THE ICRA REPORT WILL REQUIRE MEASURES TO THIS PROVIDE DOCUMENTATION TO THE OWNER EFFECT INCLUDING ERECTION OF CONSTRUCTION ZONE AS REQUIRED. BARRIERS AND PROVISIONS OF NEGATIVE AIR PRESSURE IN THE CONSTRUCTION ZONE RELATIVE TO OTHER AREAS OF 4. COORDINATE IN ADVANCE ANY REQUIRED EQUIPMENT THE NEW/EXISTING FACILITY. SHUTDOWNS WITH THE OWNER AND VERIFY BEFORE SHUTDOWN THAT EXISTING OR DESIRED AIR PRESSURE 3. IN ADDITION TO MEETING THE REQUIREMENTS OF RELATIONSHIPS WILL NOT BE ADVERSELY AFFECTED. THE ICRA REPORT, THE CONTRACTOR SHALL AT A MINIMUM PROVIDE EQUIPMENT AND COMPONENTS 5. CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT NECESSARY TO CREATE A NEGATIVE PRESSURE IN AND COMPONENTS NECESSARY TO CREATE NEGATIVE AIR THE CONSTRUCTION WORK ZONE RELATIVE TO ADJACENT PRESSURE IN THE CONSTRUCTION WORK ZONE ARE AREA. EXISTING HVAC SYSTEMS AND COMPONENTS CONNECTED TO EMERGENCY POWER. (LIFE SAFETY SHALL NOT BE USED FOR THIS FUNCTION, UNLESS CIRCUITS SHALL NOT BE USED FOR THIS PURPOSE) v 1~ v G •V�/�-�I „ WW3 c? ao � SUBMMED PLANS) HAVE BY ZEPHYRHILLS FIRE MA1 Date: Reviewer: BUILIJING SH.,,.Li, Cr3N_I'1,`11= WF�h ALL A-PPLIC.kBI.P BUIL I-NIG, ELECTRICAL, PLUMBING AND 'A; C'rL-�N?.C-AC C'OD-7s `V o� CA O . N a •A J� g V �V vl a O �w �� Ug U E OFFICE O O 0 w 0 Project No. 08009.00 Elol 0' 1' 2' 4' 8' 12' 1 08008 BH(P%Architem, Inc. DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED DEMO TO THIS POINT _ _ _ _ - - 1O la -11 ♦ a l -i s EX ' fF ' I ER i 1' ® i IIR - 11 CAT B #3:' 1 1 J l i 0 1 1 EX YJL OFFICE'HLS-13 - - -(TYP.); 1 - - - - � i.. 2BHP-13L-----11 --- 1 2HC -10 i1 1 11 11 11 I -ONTROL EX i SORB 1 III 08 '.BHP-13 i�—`lo n / (TYP.) 7 SECOND FLOOR LIGHTING PLAN - DEMOLITION Jill III I 0' 2' 4' 8' 16' 24' O KEY NOTES: 1. CONTRACTOR SHALL RELOCATE EXISTING EXIT SIGN AS INDICATED ON NEW CONSTRUCTION THIS SHEET. 2. CONTRACTOR SHALL MODIFY EXISTING EXIT SIGN TO REDIRECT THE PATH OF EGRESS AS INDICATED ON NEW CONSTRUCTION THIS SHEET. LIMIT OF DEMOLITION DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL FIXTURES, DEVICES, PANELBOARDS AND CONNECTIONS TO EXISTING ELECTRICAL EQUIPMENT IN THIS AREA UNLESS OTHERWISE NOTED HERE OR ON OTHER DRAWINGS. REFER TO ELECTRICAL SPECIFICATION SECTION 16010 FOR OTHER REQUIREMENTS. ALL EXISTING RACEWAYS PASSING THROUGH THIS AREA FEEDING OTHER AREAS SHALL REMAIN INTACT AND OPERATIONAL. ALL OTHER RACEWAYS SHALL BE REMOVED. TEMPORARILY REMOVE EXIT SIGNAGE AND RE -DIRECT OTHER EXIT SIGNS PER THE ARCHITECTURAL' LIFE SAFETY PLAN FOR APPROPRIATE EGRESS DURING CONSTRUCTION PERIOD. REPLACE EXIT SIGNS PER THE FINAL ARCHITECTURAL LIFE SAFETY PLAN PRIOR TO FINAL INSPECTION. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO REMOVE AND REINSTALL ANY LIGHT FIXTURES OR CEILING MOUNTED DEVICES THAT NEED TO BE TEMPORARILY REMOVED DUE TO THE RENOVATION OF ANY MECHANICAL OR ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL VERIFY ALL AREAS OF POTENTIAL RE -WORK PRIOR TO BID. CONTRACTOR SHALL MAINTAIN EXISTING FIRE ALARM SYSTEM WITHIN AREA OF DEMOLITION THROUGHOUT CONSTRUCTION PERIOD. PROVIDE SMOKE DETECTOR COVERS DURING WORK HOURS AND REMOVE SMOKE DETECTOR COVERS OUTSIDE OF WORK HOURS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO THE NEGATIVE AIR MACHINE UTILIZED DURING THE DEMOLITION AND NEW CONSTRUCTION PHASES FROM THE EQUIPMENT SYSTEM OF THE ESSENTIAL SYSTEM. GENERAL NOTE: EXACT LOCATION OF NEW LIGHT FIXTURES IN CATH LAB #3 PROCEDURE ROOM CEILING GRID IS SUBJECT TO CHANGE TO ACCOMMODATE PHILIPS CEILING SUPPORT SYSTEM. NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT SECOND FLOOR LIGHTING PLAN - NEW CONSTRUCTION i'1'1 1 1 I1 0' 2' 4' 8' 16, 24' O KEY NOTES: 1. NEW LOCATION OF EXISTING EXIT SIGN. MAINTAIN EXISTING LIFE SAFETY CIRCUIT. 2. CONTRACTOR SHALL REFER TO PHILIPS HEALTHCARE DRAWINGS N-S00080446 B,DATED 7/9/2008 SHEET ED2 FOR REQUIRED CONNECTION OF 'X-RAY IN USE' WARNING LIGHT TO PROCEDURE EQUIPMENT. 3. CONTRACTOR SHALL FURNISH AND INSTALL NEW FOOT PEDAL LIGHT SWITCH FOR 3-WAY CONTROL OF 2'x2' LIGHT FIXTURES TO BE INSTALLED IN CATH LAB #3 PROCEDURE ROOM. FOOT PEDAL SHALL BE EQUAL TO THE FOLLOWING: LINEMASTER CLIPPER, CATALOG *632-DA, MAINTAINED, SPDT, 20A, 125V. CONTRACTOR SHALL UTILIZE MEDICAL GAS FLOOR PEDESTAL TO INSTALL FOOT PEDAL CABLING IN SUCH A MANNER AS NOT TO CREATE A TRIP HAZARD. REFER TO FLOOR MOUNTED SERVICE PEDESTAL DETAIL ON SHEET E6.1 FOR MORE DETAILS. CIRCUIT TO FOOT PEDAL SWITCH CONNECTION IN PEDESTAL SHALL BE ROUTED FROM PEDESTAL BELOW SLAB AND TURNED UP IN WALL TO LIGHT FIXTURES IN CEILING. 4. CONTRACTOR SHALL CIRCUIT NEW EMERGENCY WALL LIGHT TO UNSWITCHED PHASE CONDUCTOR. 5. CONTRACTOR SHALL MODIFY EXISTING EXIT SIGN SUCH THAT EGRESS TRAFFIC SHALL BE DIRECTED TO THE NORTH. E / ID 4 N l 1 w y r N 3 �o� ao.oi�n� a' �1`ry k06 o QN '12 1` SUBBR=D PLAN(S) H BY ZEPHYRHII,LS FIRE Reviewer. ALL APPLICABLE BtJ -D N+G, ELECTRICAL; pLI;M3NNG AND T'- 4I. C� J CO —A U . N N y�^ • � CC3 pp O O V Q � � �� Us C rzgxE s b � y � U A 9 Q 1S OFFICE Project No. 08009.00 E2* 1 c02008 BH/P%Architects, Inc. sdo , mill - - - ------ ----- ............ STG EQUIPT 4URESRY -- CORRIDOR ! !E r� CATH PREP CLEAN HOLD. DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED DEMO TO THIS POINT Jim =im ...�.� !.. -_- - - , 1 - - JELC-1� - - - - CORRIDOR E , ELC-2 1 EC213=41 rom C2B-5TER LC-12 ELC LA 002 , ELC - - -- +' EC213-3 �' ELC-6 ' 1i ELC-5 ` , + L2B-40 ELC-10 + i ' OFFICE , ! ' 004---� c ELC-11 F___-- - - -- LIFE SAFETY CIRCUIT (120V) re _u OFFICE i 010 1 ---_---+--I! I -- - - - --J-L-- - -�--; b AD.O. CONTROL OOM SRUB ROOM L2B ' I IC CORRIDO 2LC6-14 Ff EQUIPMENT I SECOND FLOOR POWER PLAN - DEMOLITION 1111111 I 0' 2' 4' 8' 16' 24' O KEY NOTES: 1. CONTRACTOR SHALL RELOCATE EXISTING AUTOMATIC DOOR OPENER. REFER TO NEW CONSTRUCITON PLAN FOR NEW LOCATION. LIMIT OF DEMOLITION DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL FIXTURES, DEVICES, PANELBOARDS AND CONNECTIONS TO EXISTING ELECTRICAL EQUIPMENT IN THIS AREA UNLESS OTHERWISE NOTED HERE OR ON OTHER DRAWINGS. REFER TO ELECTRICAL SPECIFICATION SECTION 16010 FOR OTHER REQUIREMENTS. ALL EXISTING RACEWAYS PASSING THROUGH THIS AREA FEEDING OTHER AREAS SHALL REMAIN INTACT AND OPERATIONAL. ALL OTHER RACEWAYS SHALL BE REMOVED. TEMPORARILY REMOVE EXIT SIGNAGE AND RE -DIRECT OTHER EXIT SIGNS PER THE ARCHITECTURAL LIFE SAFETY PLAN FOR APPROPRIATE EGRESS DURING CONSTRUCTION PERIOD. REPLACE EXIT SIGNS PER THE FINAL ARCHITECTURAL LIFE SAFETY PLAN PRIOR TO FINAL INSPECTION. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO REMOVE AND REINSTALL ANY LIGHT FIXTURES OR CEILING MOUNTED DEVICES THAT NEED TO BE TEMPORARILY REMOVED DUE TO THE RENOVATION OF ANY MECHANICAL OR ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL VERIFY ALL AREAS OF POTENTIAL RE -WORK PRIOR TO BID. CONTRACTOR SHALL MAINTAIN EXISTING FIRE ALARM SYSTEM WITHIN AREA OF DEMOLITION THROUGHOUT CONSTRUCTION PERIOD. PROVIDE SMOKE DETECTOR COVERS DURING WORK HOURS AND REMOVE SMOKE DETECTOR COVERS OUTSIDE OF WORK HOURS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO THE NEGATIVE AIR MACHINE UTILIZED DURING THE DEMOLITION AND NEW CONSTRUCTION PHASES FROM THE EQUIPMENT SYSTEM OF THE ESSENTIAL SYSTEM. ELEV. LOBBY ■ 4URESRY NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION i-� CONNECT TO EXIST. AT THIS POINT ELEV. LOBBY SECOND FLOOR POWER PLAN - NEW CONSTRUCTION 1'1'111 ! 0' 2' 4' 8' 16, 24' CATH LAB *3 GENERAL NOTES: I. REFER TO PHILIPS HEALTHCARE DRAWINGS N-SOUO80446, DATED 6/20/08. FURNISH AND INSTALL WIRING, CONDUIT, RACEWAYS, JUNCTION BOXES, CIRCUIT BREAKERS, RELAYS, SHUNT -TRIP PUSH BUTTONS AND ALL OTHER ELECTRICAL ITEMS NOT PROVIDED BY PHILIPS. PULL ALL CABLES FURNISHED BY PHILIPS AND MAKE ALL CONNECTIONS AS DIRECTED BY PHILIPS. 2. CONDUCTORS SHALL BE COPPER, AWG STRANDED, TYPE THWN OR THHN, FLEXIBLE, THERMO-PLASTIC COVERED, AND COLOR -CODED. CONDUCTORS SHALL BE CUT TEN FOOT LONG AT OUTLET BOXES, DUCT TERMINATION POINTS OR STUBBED CONDUIT ENDS, UNLESS OTHERWISE SPECIFIED. ALL CONDUCTORS, POWER, SIGNAL, AND GROUND MUST BE RUN IN CONDUIT OR DUCT SYSTEM (SEPARATED BY BARRIERS). CONTRACTOR SHALL RING OUT AND TAG ALL WIRES AT BOTH ENDS. WIRE RUNS MUST BE CONTINUOUS AND FREE FROM SPLICES. 3. COORDINATE WITH PHILIPS HEALTHCARE DRAWINGS AND PROVIDE ELECTRICAL DUCT WITH DIVIDERS OR INDIVIDUAL CONDUIT TO PROVIDE SEPARATION FOR THE FOLLOWING CABLE TYPES: (1) 24 VOLT (2) 300 VOLT AND LESS (3) 301-600 VOLTS (4) HIGH TENSION X-RAY CABLES (5) VIDEO CABLES ALL CABLES SHALL BE SEPARATED FOR THEIR ENTIRE RUN. 4. EXACT LOCATIONS OF ALL WIREWAYS, CONDUIT RUNS, AND JUNCTION BOXES SHALL BE IN ACCORDANCE AND COORDINATED WITH THE PHILIPS MEDICAL SYSTEMS DRAWINGS. 5. FOR CONDUIT SIZES REQUIRED BETWEEN EQUIPMENT REFER TO PHILIPS MEDICAL SYSTEMS DRAWINGS. 6. REFER TO PHILIPS HEALTHCARE DRAWINGS FOR THE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL NEW ELECTRICAL DEVICES TO BE INSTALLED. 7. EACH CONDUIT SHALL TERMINATE IN A PLASTIC BUSHING. LEAVE 10' WIRE PIGTAIL AT ALL TERMINATION POINTS. 8. PHILIPS HEALTHCARE REPRESENTATIVE SHALL PERFORM A LEAKAGE CURRENT TEST IN ACCORDANCE WITH NFPA 99 (2002) CHAPTER 8.4.1.3.5 ON ALL PHILIPS EQUIPMENT TO BE INSTALLED UNDER THE PROJECT SCOPE. UPON COMPLETION OF THE LEAKAGE CURRENT TEST, THE PHILIPS REPRESENTATIVE SHALL SUBMIT THE RESULTS TO THE ELECTRICAL ENGINEER OF RECORD FOR REVIEW AND APPROVAL. THE FINAL OFFICIAL RESULTS OF THE TEST SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE, GENERAL CONTRACTOR, AND ELECTRICAL ENGINEER OF RECORD PRIOR TO THE FINAL INSPECTION. 9. ELECTRICAL CONTRACTOR SHALL PROVIDE CODE COMPLIANT PENETRATIONS FOR ALL NEW CONDUITS ENTERING/EXITING FIRE RATED WALLS. ALL EXISTING NON -COMPLIANT ELECTRICAL PENETRATIONS IN THE PROJECT SCOPE SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO CORRECT. a ite 52�5� N oedn�ran'n"' kk� � THE ELECTRICAL CONTRACTOR SHALL PERFORM AND PROVIDE AT FINAL INSPECTION AN EQUIPOTENTIAL GROUNDING TEST IN ALL PATIENT ROOMS AS FOLLOWS: EQUIPOTENTIAL GROUNDING TEST: THE ELECTRICAL CONTRACTOR SHALL TEST THE EFFECTIVENESS OF THE GROUNDING SYSTEM BY VOLTAGE AND IMPEDANCE MEASUREMENTS. MAKE THE MEASUREMENTS AS REQUIRED BY NFPA 99, SECTION 4.3.3. RECORD AND TABULATE THE RESULTS MAKING THEM AVAILABLE TO THE AUTHORITIES HAVING JURISDICTION AT THE TIME OF FINAL INSPECTION. TESTING SHALL INCLUDE: 1. CORRECTING ANY WIRING FOUND DEFICIENT. 2. PROVIDE *10 AWG BOND WIRING WHERE REQUIRED (IN ACCORDANCE WITH MANUFACTURER) TO SATISFY GROUNDING REQUIREMENTS. 3. TESTS SHALL BE PERFORMED AND CERTIFIED BY A MASTER ELECTRICIAN LICENSED IN THE JURISDICTION. CATH LAB *3 GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH NFPA 70 (2005) ARTICLE 517 AND NFPA 99 (2002). ALL EQUIPMENT SHALL HAVE REDUNDANT A GROUND PATH. 2. ALL NIPPLES REQUIRE GROUND STUDS AND ALL DUCT WORK REQUIRES GROUND JUMPERS AT ALL JOINTS. 3. ALL PHILIPS CABINETS MUST BE CONNECTED TO THE DUCT OR JUNCTION BOXES WITH DIRECT BONDING OR JUMPER WIRES. 4. OVERHEAD TUBE OR TV MONITORS MUST HAVE A GROUND WIREF ROM THE DUCT OR JUNCTION BOX TO THE TV MONITOR OR X-RAY TUBE UNIT. O KEY NOTES: 1. MEDGAS FLOOR PEDESTAL. REFER TO 'FLOOR MOUNTED SERVICE PEDESTAL' DETAIL ON SHEET E6.1 FOR ELECTRICAL INSTALLATION REQUIREMENTS. TO BE PROVIDED BY DIVISION 15. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 2. NEW POWER PANEL AS REQUIRED BY PHILIPS HEALTHCARE DRAWING ED4. REFER TO PARTIAL ELECTRICAL RISER DIAGRAM ON SHEET E5.1 FOR PANEL TYPE AND ORDERING II4PbM9MR.AN(s) HAVE BEEN RI BY 3. FURNISH AND INSTALL NEW SHUNT TRIP 'EMERGENCY OFF' PUSHBUTTON. MOUN& BOVH E� MU FIRE SHAL's LIGHT SWITCHES. REFER TO PHILIPS DRAWING ED4 FOR CONNECTION DETAILS. Reviewer. 4. CONNECTION TO EXISTING 480/277V CRITICAL BRANCH PANEL ECDIAG. REFER TO PARTIAL ELECTRICAL RISER DIAGRAM ON SHEET E5.1 FOR FEEDER SIZE. 5. POWER CONNECTION FOR PYXIS. VERIFY APPROPRIATE MOUNTING HEIGHT OF RECEPTACLE WITH OWNER. 6. MOUNT INDICATED RECEPTACLES ABOVE COUNTER. 7. CRAC-1 SHALL BE INSTALLED ABOVE CEILING. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION. 8. NEW LOCATION OF EXISTING AUTOMATIC DOOR OPENER. EXTEND EXISTING LIFE SAFETY CIRCUIT. >I 9. FURNISH AND INSTALL NEW FUSED DISCONNECT. PROVIDE (1) CLASS RK5-TIME DELAY 15A FUSE FOR PHASE CONDUCTOR ONLY. DO NOT FUSE NEUTRAL. FIELD VERIFY APPROPRIATE LOCATION TO MOUNT DISCONNECT IN COMPUTER ROOM 002. BUILOING SHr.LL PL� WI`i�: ALL APPLICABLE 3UILDINI G, ELEC t RICAL, PLUMBING AND '� (,-1 1 ,7 CAi (00 S a °0 a A � Project No. 08009.00 E3,91 ©8008 BH/PS Architects, Inc. gURESRY O m DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED DEMO TO THIS POINT D 0 0 )R ` / i ` / I \ ELEV. LOBBY 1 , ! ' COMPUTER ' ROOM I CATH LAB #3---- 012 IE LI I i T. 1 ' OFFICE ' 004 I it I I I OFFICE I i L� \ \ TV ��-----�L------_-��---_-b ■ I i I I IQ CONTROL PS I I I ROOM /. 006 i ( M 008 P I - I' I I I' W U. CORRIDOR SECOND FLOOR SYSTEMS PLAN - DEMOLITION fill 11 1 1 0' 2' 4' 8' 16' 24' O KEY NOTES: 1. CONTRACTOR SHALL RELOCATE EXISTING FIRE ALARM DEVICE. REFER TO NEW CONSTRUCTION PLAN FOR NEW LOCATION. 2. CONTRACTOR SHALL RELOCATE EXISTING AUTOMATIC DOOR OPENER. REFER TO NEW CONSTRUCTION PLAN FOR NEW LOCATION. 3. CONTRACTOR SHALL RELOCATE EXISTING PAGING SYSTEM SPEAKER. REFER TO NEW CONSTRUCTION PLAN FOR NEW LOCATION. LIMIT OF DEMOLITION DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL FIXTURES, DEVICES, PANELBOARDS AND CONNECTIONS TO EXISTING ELECTRICAL EQUIPMENT IN THIS AREA UNLESS OTHERWISE NOTED HERE OR ON OTHER DRAWINGS. REFER TO ELECTRICAL SPECIFICATION SECTION 16010 FOR OTHER REQUIREMENTS. ALL EXISTING RACEWAYS PASSING THROUGH THIS AREA FEEDING OTHER AREAS SHALL REMAIN INTACT AND OPERATIONAL. ALL OTHER RACEWAYS SHALL BE REMOVED. TEMPORARILY REMOVE EXIT SIGNAGE AND RE -DIRECT OTHER EXIT SIGNS PER THE ARCHITECTURAL LIFE SAFETY PLAN FOR APPROPRIATE EGRESS DURING CONSTRUCTION PERIOD. REPLACE EXIT SIGNS PER THE FINAL ARCHITECTURAL LIFE SAFETY PLAN PRIOR TO FINAL INSPECTION. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO REMOVE AND REINSTALL ANY LIGHT FIXTURES OR CEILING MOUNTED DEVICES THAT NEED TO BE TEMPORARILY REMOVED DUE TO THE RENOVATION OF ANY MECHANICAL OR ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL VERIFY ALL AREAS OF POTENTIAL RE -WORK PRIOR TO BID. CONTRACTOR SHALL MAINTAIN EXISTING FIRE ALARM SYSTEM WITHIN AREA OF DEMOLITION THROUGHOUT CONSTRUCTION PERIOD. PROVIDE SMOKE DETECTOR COVERS DURING WORK HOURS AND REMOVE SMOKE DETECTOR COVERS OUTSIDE OF WORK HOURS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO THE NEGATIVE AIR MACHINE UTILIZED DURING THE DEMOLITION AND NEW CONSTRUCTION PHASES FROM THE EQUIPMENT SYSTEM OF THE ESSENTIAL SYSTEM. O NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT II ff O 1= IURESRY SECOND FLOOR SYSTEMS PLAN - NEW CONSTRUCTION 1'1'I 1 I 1 1 0' 2' 4' 8' 16' 24' O KEY NOTES: 1. NEW LOCATIONS OF EXISTING FIRE ALARM DEVICES. SMOKE DETECTORS SHALL BE LOCATED WITHIN 5' ON BOTH SIDES OF DOUBLE DOORS. RECONNECT ALL DEVICES AND CERTIFY AS REQUIRED. 2. NEW LOCATION OF EXISTING AUTOMATIC DOOR OPENER. CONNECT NEW ACCESS CONTROL HARDWARE AS INDICATED. 3. NEW LOCATION OF EXISTING PAGING SYSTEM SPEAKER. MAINTAIN EXISTING CONNECTION TO HOSPITAL PAGING SYSTEM. 4. NEW PAGING SYSTEM SPEAKER TO BE CONNECTED TO HOSPITAL PAGING SYSTEM. 5. NEW NURSECALL SYSTEM DEVICES SHALL BE CONNECTED TO DUKANE PROCARE 6000 SYSTEM LOCATED IN CVICU. 6. CONTRACTOR SHALL VERIFY DESIRED NUMBER OF DATA/VOICE CONNECTIONS WITH OWNER. TYPICAL. ML iO E-�w�•k,Cy SUBMITTED PLAN(S) HAVE BEEN RI BY ZEPHYRHELLS FIRE MARSHAL'S Reviewer. BU LDING SHALL `'OM -PLY VVT7h ALL APPLICABLE BUILD -IN& ELECTRICA% T'i.UMB G AND MECH.t W 110 t 0lMs m H U Project No. 08009.00 E4. 1 02008 BH/PA Architects, Inc. A