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Home My WebLink About7350 Dairy Rd (4)r y z z (D J W Q U d. I U) Z H co 0 N a) E a_ D U N 0 co � p C cI O N UN —' ! ! ! L 1 1 11L1[►' ! �� Il� F�I11'�II I - -,r - „ I' I_ I N w C7 a. 2 Z LL w 2 N U) F— Z w QI J Z w U 00 O co 0 C E O co 066 C N � i� N U N r- LEGEND A GRID # 00 PARTITION CALLOUT Oo KEYNOTE # A101 DR # CALLOUT OWIN # CALLOUT CLG HT AFF FURNITURE / EQUIPMENT TAG X DOOR ELECTRICAL DEVICE — - BLDG/PAVING ELEV FEC FEC Q�C FIRE EXTINGUISHER CABINET FE FE &—'—I FIRE EXTINGUISHER Fvc FIRE VALVE EXTINGUISHER FIRE PULL w NORTH ARROW LOCATION # 1 SIM / \ 1 101 SHEET # � � DET CALLOUT LOCATION # SIM 1 101 SHEET # BLDG/WALUDTL SECT CUT Al LOCATION # - 0 A4Ao.00 AZ SHEET # A3 INT ELEV CALLOUT •��• DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT TRAVEL DISTANCE TO EXIT DEMOLISHED PARTITION EXISTING PARTITION NEW PARTITION 1 HOUR CONSTRUCTION BARRIER - REFER TO PARTITION TYPES - r X X X X x FRP TEMP. BARRIER. _ 1 HR RATED WALUPARTITION 2 HR RATED _ WALUPARTITION _ 3 HR RATED ----'�' - -� WALUPARTITION 4 HR RATED WALUPARTITION SMOKE TIGHT WALUPARTITION 1 HR RATED FIRE/SMOKE -- WALUPARTITION 2 HR RATED FIRE/SMOKE — — WALUPARTITION AREA NOT IN CONTRACT LEGEND CEILING GRID LAA O LIGHT FIXTURES PER ELEC ®� DIFFUSERS PER MECH 0 SPRINKLER X EXIT SIGN OWALL FINISH WALL BASE FINISH FLOOR FINISH TYPICAL DEVICE MOUNTING DIAGRAM 6" UO w O rY C-0 0 .l, T 2 0 �I M w O 0 0 cV io a EDGE OF DOOR OR WALL FIRE STROBE I THERMOSTAT WALL PROTECTION, - - (WHERE OCCURS) TELEPHONE OR SECOND ROW OF SWITCHES. PROXIMITY & KEYPAD (CORR. SIDE) SECURITY ALARM KEYPAD (RM SIDE) GANG OF DIMMER SWITCHES LIGHT SWITCH, DOOR RELEASE BUTTON WALL PROTECTION, (WHERE OCCURS) ELEC/DATA OUTLETS DEVICE MOUNTING HIGHT DIAGRAM AT EDGE CONDITIONS. w O co 0 O - 0 0 m O > J m fQ _ o� 0 VV ci EQ C� EQ [-*— COLUMN FIRE STROBE THERMOSTAT WALL PROTECTION, - - - (WHERE OCCURS) _ TELEPHONE OR SECOND ROW OF SWITCHES. LIGHT SWITCH, DOOR RELEASE BUTTON WALL PROTECTION, (WHERE OCCURS) I I ELEC/DATA OUTLETS DEVICE MOUNTING HIGHT DIAGRAM AT COLUMN CONDITIONS. NOTE: PROVIDE 6" MIN DIMENSION BETWEEN WALL MOUNTED DEVICES WHEN LOCATED BACK TO BACK. PROVIDE 2" BETWEEN WALL MOUNTED DEVICES WHEN LOCATED ADJACENT TO EACHOTHER AND AT THE SAME MOUNTING HEIGHT. CONTRACTOR TO COORDINATE LOCATION OF STUDS IN PARTITION TO ACHIEVE INTENT. PROVIDE ADDITIONAL STUDS/BRACING AS NEEDED. PROVIDE SOUNDLINERS AT DEVICE BACK BOXES WHERE DEVICES ARE LOCATED IN PARTITIONS WITH INSULATION. GENERAL NOTES - PROJECT A ALL DOCUMENTS AND DRAWINGS INCLUDED HEREWITH ARE INTENDED TO BE IN CONFORMANCE WITH ALL APPLICABLE CODES AND BUILDING REGULATIONS HAVING JURISDICTION OVER THIS TYPE OF FACILITY AND OCCUPANCY. IF A CONFLICT BETWEEN SUCH REQUIREMENTS OCCUR, THE MOST STRINGENT WILL GOVERN. B GENERAL CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY AND DOCUMENT ALL EXISTING FIELD CONDITIONS. ANY DEVIATIONS FROM THE EXISTING CONDITION DRAWINGS WILL BE ADDRESSED IMMEDIATELY WITH THE ARCHITECT. C PRIOR TO COMMENCING ANY WORK THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION OF ALL UTILITY POINTS OF CONNECTION AND INCLUDE ALL ASSOCIATED WORK SUCH AS REPAIR / REPLACEMENT OF FINISHES WHERE NECCESSARY. D ALL BUILDING SYSTEM SERVICES (IE: WATER, SANITARY, FIRE ALARM, ELECTRIC, ETC...) WILL REMAIN IN OPERATION THROUGHOUT CONSTRUCTION. ALL NECESSARY INTERRUPTIONS FOR CONNECTION OF NEW WORK WILL BE PERFORMED AFTER NORMAL BUSINESS HOURS OR AS AGREED TO BY BUILDING OWNER. ANY REQUIRED INTERRUPTIONS OF SERVICE WILL BE SCHEDULED AND APPROVED BY THE BUILDING OWNER 72 HOURS IN ADVANCE. ALL COST IMPACTS FOR AFTER HOURS WORK WILL BE ANTICIPATED AND INCLUDED IN BID PROPOSAL. E CONTRACTOR WILL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES WILL BE SCHEDULED TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. F GENERAL CONTRACTOR WILL SCHEDULE ALL WORK TO AVOID INTERRUPTIONS TO ADJACENT AREAS. ALL DISRUPTIVE WORK WILL BE SCHEDULED AND PERFORMED BEFORE OR AFTER NORMAL BUSINESS HOUR. WORK STOPPAGE DUE TO VIBRATIONS, OR THAT DISTURB THE OCCUPANTS OF THE FACILITY WILL NOT BE GROUNDS FOR ADDITIONAL CHARGES OR CHANGE ORDERS. G ALL EXISTING MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS NEEDED TO MAINTAIN CONTINUOUS OPERATIONS OF THE FACILITY, WILL BE CAPPED OFF OR REROUTED AS NECESSARY. H IF SCOPE OF WORK REQUIRES THE REMOVAL OF FIXTURES OR DEVICES, ALL ASSOCIATED WIRE, BOXES, FRAMING AND PIPING NECESSARY TO ALLOW THE COMPLETE INSTALLATION OF NEW FINISHES WILL BE REMOVED ALSO. I ALL SMOKE AND FIRE RATED WALLS WILL BE LABELED ABOVE THE CEILING FINISH WITH RED, PAINTED STENCILED LETTERING IDENTIFYING THE WALL RATING AND STATING "PROTECT ALL PENETRATIONS." STENCILED LABELING WILL OCCUR ON BOTH SIDES OF EACH SMOKE AND FIRE RATED WALL AT NOT MORE THAN 20 FEET ON CENTER AND ALL WALL TERMINATIONS OR CHANGES IN DIRECTION WILL BE DESIGNATED WITH A VERTICAL LINE. J SHOP DRAWINGS AND / OR SUBMITTALS FOR PRODUCTS, MATERIALS, ASSEMBLIES, AND SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WILL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE ARCHITECT PRIOR TO FABRICATION IN ORDER TO VERIFY GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. SHOP DRAWINGS AND SUBMITTALS MUST BEAR A REVIEW STAMP FROM THE GENERAL CONTRACTOR PRIOR TO BEING SUBMITTED TO THE ARCHITECT. SHOP DRAWING REVIEW AND APPROVAL WILL NOT RELIEVE ANY PARTY FROM MAINTAINING COMPLIANCE WITH THE CONTRACT DOCUMENTS. K DETAILS MARKED AS'TYP' OR TYPICAL' WILL APPLY IN ALL CASES UNLESS OTHERWISE NOTED. L ALL DIMENSIONS ARE TAKEN FROM GRID LINES OR FINISHED FACE OF WALL / PARTITION UNLESS OTHERWISE NOTED. M JALL WALLS INDICATED PER FGI 2010 TABLE 1.2-3 OR AS INDICATED IN DRAWINGS TO REQUIRE STC RATING SHALL BE PROVIDED PER USG. DESIGNSTUDIO.COM DESIGN SELECTOR. ABBREVIATIONS SYMBOL/ ACCRONYM DESCRIPTION VIF VERIFY IN FIELD # POUND OR NUMBER % PERCENT +/- PLUS/MINUS - NONE OR NOT APPLICABLE AT 0 DIAMETER OR ROUND L ANGLE AB ANCHOR BOLT ABS ABSOLUTE AC ASPHALTIC CONCRETE ACC ACCESSIBLE WORK STATION ACOUS ACOUSTICAL ADJ ADJACENT AFF ABOVE FINISHED FLOOR AL/ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECTURAL BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BTWN BETWEEN C CHANNEL CER CERAMIC CF CUBIC FEET CFCI CONTRACTOR FURNISHED, CONSTRACTOR INSTALLED CFOI CONTRACTOR FURNISHED, OWNER INSTALLED CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONTRETE MASONRY UNIT CONC CONTRETE CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CT CLEAR TEMPERED CTC CENTER TO CENTER CTSK COUNTERSUNK DBL DOUBLE DEC DEAD END CORRIDOR DEL DELETE DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DL DOOR LOUVER DN DOWN DR DOOR DS DOWNSPOUT DWG DRAWING EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EMT ELECTRICAL METAL TUBING ENCL ENCLOSURE ENGR ENGINEER EOS EDGE OF SLAB EQ EQUAL EQPT EQUIPMENT EW EACH WAY EX EXISTING EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER W/ CABINET FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FHC FIRE HOSE W/ CABINET FL FLOOR FO FACE OF FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FRB FIRE RETARDANT BARRIER FS FINISHED SURFACE FT FOOT OR FEET ABBREVIATIONS SYMBOL/ ACCRONYM DESCRIPTION FTG FOOTING GA GAUGE GALV GALVENIZED GB GYPSUM BOARD GFRC GLASS FIBER REINFORCED CONCRETE GYP GYPSUM HB HOSE BIB HDWE HARDWARE HM HOLLOW METAL HOR HORIZONTAL HR HOUR HVAC HEATING VENTILATION AIR CONDITIONING ID INSIDE DIAMETER IG FROSTED FILM OVER CLEAR INSULATED TEMPERED GLAZING IN INCH OR INCHES INT INTERIOR INV INVERT JAN JANITOR CLOSET JBOX JUNCTION BOX LAV LAVATORY LB(S) POUND(S) MAX MAXIMUM MB MACHINE BOLT MDF MEDIUM DENSITY FIBERBOARD MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NR NOT RATED NTS NOT TO SCALE 0/ OVER OA OVERALL OC ON CENTER OD OUSIDE DIAMETER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OH OPPOSITE HAND OTO OUT TO OUT PA PUBLIC ACCESS PE PAD ELEVATION PERP PERPENDICULAR PH PANIC HARDWARE PL PLATE PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYWD PLYWOOD PM PARTTION MOUNTED POC POINT OF CONNECTION PR PAIR PREP PREPARE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINTED PTN PARTITION PVC POLYVINYL CHLORIDE R RISER, RADIUS RD ROOF DRAIN REC RECESSED REF REFRIGERATOR REQ'D REQUIRED RM ROOM RO ROUGH OPENING RWL RAIN WATER LEADER SCHED SCHEDULE SCWD SOLID CORE WOOD DOOR SECT SECTION SF SQUARE FEET SHT SHEET SIM SIMILAR SM SURFACE MOUNTED SMS SHEET METAL SCREW SOV SHUT OFF VALVE SPEC SPECIFICATION SST STAINLESS STEEL STD STANDARD STL STEEL STRUCT STRUCTURAL T&B TOP AND BOTTOM TDE TRAVEL DISTANCE TO EXIT TDSC TRAVEL DISTANCE TO SMOKE COMPARTMENT TEMP TEMPORARY ABBREVIATIONS SYMBOL/ ACCRONYM DESCRIPTION TO TOP OF TOB TOP OF BEAM TOC TOP OF CURB TOD TOP OF DRAIN TOP TOP OF PARAPET TOPL TOP OF PLATE TOR TOP OF RIDGE TOS TOP OF STEEL TOW TOP OF WALL TV TELEVISION TYP TYPICAL UC UNERCUT UNO UNLESS NOTED OTHERWISE LION UNLESS OTHERWISE NOTED VCT VINYL COMPOSITE TILE VERT VERTIAL VWE VERIFY WITH EQUIPMENT VWF VERIFY WITH FIXTURE W WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD WH WATER HEATER W WOOD WORK INSTITUTE WIN WINDOW WP WATERPROOF WS WOOD SCREW WT WEIGHT WWF WELDED WIRE FABRIC x BY YD YARD studio 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Callfomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 o F F 01 P F;P4, IC �o 2 J, AR97653 K01- mllml = • TITLE: CHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: ABBREVIATIONS, SYMBOLS & GENERAL NOTES GOml ©2016 t r4 a Q) J t.l..l a- z IL ry _ N F- U) F z w Q J F- z w U 00 0 co 0 m Z� p u) o66 N no �rn UN 05) --- ---- ___-_ ___—____------07 ________________ ___ ____ __--�______________________-�_ ______�__________ _�_________,------------------------------------------------------------- , r-------------------------- -----, r- - - - - - - - - ----------------------•-----� f......� i 1 SC 1A-2 4 I � , ,070 SIF f �, _ s I 1 - -- 1 _ �..._ - h� 1 SC 1B 1 I 9,720 SF _ I I ----,• Sc 1C-1 1 51340 S_ F I n, 1 � x- �� I �T: f i — — — — — E 02 1 ' 1' - I L.... l i i,., 1 I r MI �(J }� Ia ' I D. D. D. 44 -- ---- ��--D''. VV 1 [-D. r-- 1iD. —� �D. r----� -. Uj Vv I I I ff s_ 1 , D WW Lie y_ L LIJ SC 1 E-1 ' ° SC 1 A-1 ' 5 460 SF _.. _ �.- D . W I �' E_�.� , _..- — — 21,440 SF DR E 1 I -� F f r I I- W -- T. T - 1 I �i I I L .._ _.. - _ _. __ ._. -, I �I I i cn W �1 VV L__j L__j VV 7-1 1 SC 1 D-1 10 640 SF if I 1 •�• 1 --t 11! I cb 1 � i ; - H__ i� .q� 1 ) " L — — — rb 03 ti 1 (06) 1 L----------------------------------------------------------------J -- 1 L------------------------------------------------------------------------------------------------------------------------------------------------------------- APPLICABLE CODES — FLORIDA 5TH EDITION 2014 FLORIDA BUILDING CODE FBC TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES 2014 5TH EDITION 2014 FLORIDA PLUMBING CODE 5TH EDITION 2014 FLORIDA MECHANICAL CODE FBC FUEL GAS CODE 2014 5TH EDITION 2014 FLORIDA ENERGY CONSERVATION CODE 5TH EDITION 2014 FLORIDA ACCESSIBILITY CODE FLORIDA FIRE PREVENTION CODE, FIFTH EDITION (CHAPTER 19 EXISTING HEALTHCARE OCCUPANCIES), 2014 N_FPA-101, LIFE SAFETY CODE 2012 EDITION NFPA-1, UNIFORM FIRE CODE 2012 EDITION FLORIDA STATE FIRE MARSHAL'S RULE 69A3.012 F.A.C. (8/8/2005) NFPA-10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2010 NFPA-13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2010 NFPA-70, NATIONAL ELECTRICAL CODE 2011 NFPA-72, NATIONAL FIRE ALARM CODE 2010 NFPA-80, STANDARD FOR FIRE DOORS AND FIRE WINDOWS 2010 NFPA-99, STANDARD FOR HEALTH CARE FACILITIES 2012 NFPA-221, STANDARD ON FIRE WALLS AND FIRE BARRIER WALLS 2012 NFPA-251, STANDARD METHODS OF TESTS OF FIRE ENDURANCE OF BUILDING CONSTRUCTION AND MATERIALS 2006 _ NFPA-253, STANDARD METHOD OF TEST FOR CRITICAL FLUX OF FLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE 2011 NFPA-255, STANDARD METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS 2006 NFPA-703, STANDARD FOR FIRE RETARDANT IMPREGNATED WOOD AND FIRE RETARDANT COATINGS FOR BUILDING MATERIALS 2012 BUILDING INFORMATION CONSTRUCTION TYPE V-A AUTOMATIC SPRINKLERS YES NUMBER OF STORIES 1 1ST FLOOR GROSS AREA +/- 54,670 SF EXISTING USE GROUP (FBC CH 3) INSTITUTIONAL (1-2) PROPOSED USE GROUP (FBC CH 3) INSTITUTIONAL (1-2). NO CHANGE. SCOPE OF WORK 46,366 SF EXISTING FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (SKILLED NURSING) PROPOSED FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (SKILLED NURSING) OCCUPANCY (FBC TABLE 1004.1.1) REFER TO OCCUPANCY CALCULATIONS -CALCULATION KEY NOTE - BUILDING INFORMATION 01 CONSTRUCTION STAGING AREA 02 PHASE 1 CONSTRUCTION ACCESS (SC IE-1 IS UNOCCUPIED) PHASE 2 CONSTRUCTION ACCESS PHASE 3 CONSTRUCTION ACCESS _ PHASE 4 CONSTRUCTION ACCESS PHASE 5 CONSTRUCTION ACCESS PHASE 6 CONSTRUCTION ACCESS PHASE 7 CONSTRUCTION ACCESS 03 04 05 06 07 08 PROJECT SCOPE THE SCOPE INCLUDES UPGRADING THE FINISHES THROUGHOUT THE EXISTING 113 BED SKILLED NURSING FACILITY. THIS INCLUDES UPGRADING ALL OF THE EXISTING INTERIOR FINISHES THROUGHOUT THE FACILITY AS WELL AS THE RECONFIGURATION OF SUPPORT SPACES TO BETTER SERVE THE PATIENTS. THE INTERIOR UPGRADES WILL BE COMPLETED IN A TOTAL OF 7 PHASES WHICH WILL MAINTAIN ALL OF THE REQUIRED SUPPORT SPACES DURING EACH PHASE OF CONSTRUCTION. EXITING TABULATIONS (SKILLED NURSING) COMPART. COMPART. OCCUP. SO FT / # OF INCHES/ INCHES/ PROV. AREA TYPE OCCUP. OCCUP. OCCUP. REQ'D. STR. STR. 10,300 SF SLEEP 120 86 SC 1A-1 .2 26.6 90 11,140 SF ANCILLARY 240 47 SC 1A-2 2,070 SF ANCILLARY 240 9 .2 1.8 112 FIRE 23,510 SF 142 28.4 202 SECT 1A 4,780 SF SLEEP 120 40 SC 1 B-1 2 12.2 180 4,940 SF ANCILLARY 240 21 FIRE 9,720 SF 61 12.2 180 SECT 1B 4,220 SF SLEEP 120 36 Sc 1 C-1 .2 8.2 90 1,120 SF ANCILLARY 240 5 FIRE 51340 SF 41 8.2 90 SECT 1 C - 41850 SF SLEEP 120 41 SC 1 D 1 2 132 45 5,800 SF ANCILLARY 240 25 FIRE 10,640 SF 66 13.2 45 SECT 1 b 5,460 SF SLEEP 120 46 .2 9.2 45 SC 1 E-1 I 1 1 I I 1 1 I I I I .—J OVERALL SMOKE COMPARTMENT PLAN SMOKE COMPART. & FIRE SECTIONS LEGEND 0 FIRE SECTION 1A KEY PLAN (N.T.S.): ® NOT IN SCOPE LJ AREA OF WORK `— PH2 PH5 l I I I 11 1-I _J FIRE 5,460 SF 46 9.2 d45SECT 1E PROJECT NORTH TRUE NORTH TOTAL 54,670SF 3.56 722 studio ff 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 pF F( 0� CO h0 � Z v • d —fit— � • J, AR97653 = RED JECT TITLE: HYRHILLS HEALTH & REHAB E ER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: BUILDING INFORMATION & SMOKE COMPARTMENT PLAN G1 ■ 00 U 2016 Studio+ I Z m J LU n q- D _ U) Z LL Ir N z W 0 Q Q z LU U 00 0 0 N Ea- U UO O O 0 � N mco (1) CD L O N V) 0) UN PHASE 1 19 SKILLED NURSING 14 SEMI 5 PRIVATE PHASE 1 19 SKILLED NURSING BE[ 14 SEMI 5 PRIVATE (NO CHANGE) PHASE 3 PHASE 6 21 SKILLED NURSING BEDS 20 SKILLED NURSING BEDS 20 SKILLED NURSING BEDS 16 SEMI 16 SEMI 4 PRIVATE 4 PRIVATE PHASE 2 PHASE 3 20 SKILLED NURSING BEDS 20 SEMI n DDIWATG PHASE 5 PHASE 6 13 SKILLED NURSING BEDS 2 SEMI 11 PRIVATE 20 SKILLED NURSING BEDS 20 SKILLED NURSING BEDS 16 SEMI 16 SEMI 4 PRIVATE 4 PRIVATE PHASE 2 PHASE 5 (NO CHANGE) (NO CHANGE) PHASE 4 1 SKILLED NURSING BEDS 18 SEMI 3 PRIVATE PHASE 4 1 SKILLED NURSING BEDS 18 SFMI 3 PRIVATE (NO CHANGE) EXISTING BED COUNT LEGEND EXISTING PRIVATE PATIENT ROOM EXISTING SEMI -PRIVATE PATIENT ROOM AFTER PHASE 1 CONVERSION, PRIOR TO PHASE 6 COMPLETION 19 PRIVATE PATIENT BEDS 102 SEMI -PRIVATE PATIENT BEDS 121 EXISTING SKILLED NURSING BEDS (REFER TO G1.11 BED COUNTS PER PHASE) - AS OTHER PHASES ARE UNDER CONSTRUCTION, PHASE 6 WILL MAINTAIN CURRENT BED COUNT UNTIL ALL PHASE ARE COMPLETE- - AT NO POINT WILL THE FACILITY HAVE MORE THAN 113 BEDS AVAILABLE, EXISTING BED COUNT PLAN 1 1 1" = 30'-01I PROPOSED BED COUNT LEGEND EXISTING PRIVATE PATIENT ROOM EXISTING SEMI -PRIVATE PATIENT ROOM EXISTING SEMI -PRIVATE PATIENT ROOM 27 PRIVATE PATIENT BEDS 86 SEMI -PRIVATE PATIENT BEDS 113 EXISTING SKILLED NURSING BEDS PROPOSED BED COUNT PLAN 1 2 1 " = 30'-0" studio+ 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS.- ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 �<<, (3F F Z OGO ,moo = v_ rry J, AR97653 0/1 Fc/STD G�\�� RED AR TITLE: CHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE_ 12/12/2016 SHEET TITLE: BED COUNT G1m10 (0 2016 Studio+ 11 z N J w z U) z N U) I— z w 0 Q J z w U 00 0 0 N c a� Ea_ U O O r) Qj � N m co (n o L' N U)0) U N r L KEY NOTES BED COUNT PER PHASE NOT IN SCOPE OF WORK ® PHASE 1: 19 BEDS UNOCCUPIED 102 AVAILABLE PHASE 2: 20 BEDS UNOCCUPIED 101 AVAILABLE PHASE 3.20 BEDS UNOCCUPIED 101 AVA I LAB L E PHASE 4: 21 BEDS UNOCCUPIED 44+44- 100 AVAILABLE __ PHASE 5: 20 BEDS UNOCCUPIED r 101 AVAILABLE F-1- + ++ PHASE 6: 21 BEDS UNOCCUPIED A- 100 AVAILABLE PHASE 7: 0 BEDS UNOCCUPIED 113 AVAILABLE 1:~j r ). _j~'i_A GENERAL NOTES A. NO PHASES SHALL RUN CONCURRENTLY. B. AS EACH PHASE OF WORK IS COMPLETED, AN AHCA INSPECTION WILL BE REQUIRED PRIOR TO THE SPACE BEING REOCCUPIED AND PUT BACK INTO PATIENT USE. C. AREA WITH PATIENT BEDS SHOWN "NOT IN SCOPE" WAS PERMITTED PREVIOUSLY AS SEPARATE PROJECT. OVERALL PHASING PLAN KEY PLAN (N.T.S.): AREA OF WORK 17 studio+ 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 t� F FZ 0/� p CO Z • —— • J, AR97653 = O/, �'>> c, 1 _ c/sTFREo 1/16„ P 4ET TITLE: RHILLS HEALTH & REHAB C NTE FINISH UPGRADE - SKILLED NURSING FACILITY --- PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: - - i FLTSP16003 PH4 ��' ISSUED DATE: L__1 L_l 12/16/2016 SHEET TITLE: OVERALL PROPOSED PHASING PLAN PROJECT NORTH TRUE NORTH Gloll U 2016 Studio+ Z > J W 0 a- Z N F- U) I= Z LLI fn Q Ili J)o O N J) 0) CN u.l In LL 06 U SC & FS 1 E-1 5.460 SF SC & FS 1 C-1 5,340 SF EMERGENCY POTABLE WATER STORAGE SHED DRIVE WAY / PARKING LOT SC 1A-2 2,070 SF SC & FS 1B-1 9,720 SF MECH ELECT. SEMI Tl� BUJ I� ,P A)'',GENERATO " PRIVATE E-i" „.L PATIENT (" T: _! AIIOMM, [ _._ ROOM 45 SEMI7IlLINEN STORAGEJ .. .; fV LAUNDRY SORTING PRIVATE PRIVATE (A O LEAD MED RM_ ROOMS MECH. DMECH.RESIDENT Om:: •i ROOM k FE�'PATIENT ' < OJ PATIENT .r` FESTORAGE CV a I x FED , L —J,�SOILED. S6 r O O FOLDINGUTILITY,...I D D'HOLD. CLEANSUPPLY MECH: ROOM O EVSIPRIVATE-_-_-- a- I NURSES 45 h I PATIENT•IROON�" - STATIONSEMI,PRIVATE QLrJ �p� SMOKE COMPARTMENT18:9,720SF - PATIENT i� I E T C O ® SMOKE COMPARTMENT 1A-2 O® 2,0�o sF7 DDD DROOM®' i, O { O.I4', {PATIENT U [n / RIVATE I iIISEMI I II�iU) O SEMI 0D SEMI O STORAGE; PRIVAT jPRIVATE J PRIVATE i STAFF 1! % PATIEHROO�II _,06 Uj PATIENT PATIENT LOUNGE jj ROOM 0ROOM ROOM'9 II SEMI SEMI PRIVATE u' - i � ,''""' ' _ SEMI PATIENT I- c PRIVATE i O 1.1pl A1�' ! fPRIEN7...� ROOM T PROOMT ! : PATIpE�NT IIj. I �O-"f" I O 1 d ROOM:o ..! DRY C. 2 lW i I FE s7oR. SEMI x jFREEZER COOLER I' O __ISEMI 1 SEMIPRIVATE {� SEMI LPATIENT I !PRIVATE,I PRIVATE , PRIVATE ROOM I..iSATIEN7 Iy' �,._PATIENT T- IPATIENTROOM`,ROOM ROOM 01 CHARTOFFlCE OFFlCE �7 RM ROOM ari+.FE DPHYSICAL THERAPY 01 PRIVATT .=::''01IPSEATDSEMISEMI SEMI, I I PRIVATE V i IPATIFNT -_ OD I KITCHEN Prti1TIE�IT O PATIENTVim-•'•....-.--�_'.-_RIV E PRIVATEROOM NR OM r YtOOM ROOMj � t " i ; _ ,1 j ® t ,I -- . =:cal_® ® _ Pr•^ " �I' —� � SEMI. SEMISEMI SOILED PRIVATE !I SEMIF SOILED STOR 'SEMI - pRIVATE PRIVATE RIVATEEQUIP.MED. UTWTY OD PATIENT !I PRIVATE PATIENTX .UTILITY PRIVATE PATIENT PATIENTSTOR. WREC_ORK — - __.. _ _ ._.I RININ _ _ --- - - DINING DROOM NOURISHMENTADMISSIONS NOURISHMENT 1-- - ROOMOFFICE CHAPEL 3 I 746 F FE ® URS D TRAVEL T ® �D) RSEIO g O D sMOKE COMPARTMENT 1A-1TID D DO �D ® O O O K) O ® rWORK_HSKPG L -J - S O ROOM Fa -mSTOR. PP TIEN7 ROOK} II ROOM O ROOM ROOM PATIENT ROOM EXAM I _ �I: _ ROOMS ROOM STOR. rg it D)- - I - I is -s- - O � FE O OD SHOWER ... I LEAN SOIL 1-j-� CLEAN / RECEPTION ! LIVING (OF SEMI MED TUB a�H LDIN HOLDI MI pRIVATEMEDRM CHAR FE / RECEPTION . LIVING - "^-' %9 M _- STOR. ROOM ROOM' ROOM , PATIENT ROOM ROOM `ti' SEMIA_.. OFFICE 1 4 4 BEAUTYI RECEPTION %FE f. a PATIENT, - - - %'RI�IATE PRIVATER TOMOQPATIENT PATIENT JuNENS 0D I�'rb CONFOD 1 PE NCE SHOP ROOM ( I RUOMII ROEaM ROOMI� CZ I R CREATION ( (F:� __STOR.OFFICE OFFICE �� ROOM -_:.r.=i�=- _ J _ .. SEMIOFFICE D �.__..—�___. " � � SEMI rt LL j ACTIVI PRIVATE PRIVATE O sTORA r PATIENTROOM pROOMT STAFF 1E.-_.j 67 CONTROL I I�D)�.I, PRIVATE ITLT.I Fx FIRE ALARMI SMOKE COMPARTMENT 1E 1 PATIENT I+' ELEcr. j PANEL SEMI5,460 SFROOM SEMI - ---, - - , - - = SEMf . ,...- SEMI FRI PRIVAT PRIVATE ENT ATIENT ATVI �._PROOME _ :.._. - — (I ATE F PROOME- . j - - EM 1 ='I VSEMI � -sPE PRIVAPRIATERIV TE PRIVATE PATIENT 1 SC 1A-1 I PATIENT PATIENT PATIENT L CORRIDOR ROOM 86' 3" R o--- �. PRIVATE cD '� PRIVATE PATIENT i �, , ot3 -PATIENT ROOM U ROOM • F E a' to ! _ m 4 PRIVATE ♦ _ PRIVATE 'S PATIENT PATIENT _ 'Q ROOM - ry SEMIS 8E I& PRIVATE PRNAT PATIENT PATIENT t ROOM O _; ROQM IT 9 - I L J SEMI � SEMI - ---- kp PRIVATE PRIVATE 41 I_ PATIEN ATIENT � L_ F OOMT SC & FS 1 D-1 10,640 SF 21,440 SF I I I I I I I ❑ ❑ I L— — — — — — — — — — — — — — — — — — — — — — J PRIVATE T'yl PATIENT I' ROOM • FE ROOM .7 q I I 1 LIS SEMI PRIVATE PATIENT i O ROOM I ' L, _ I SEMI R 1 SEMI PRIVATE _- ! PRIVATE._ - PATIENT- 45 PATIENT i '._ . ,•,:R0011T{_ _�::. ROOM --- I PRIVATE PATIENT ROOM 04 LL 0 U) LIFE SAFETY LEGEND EXIT SIGN EK ED- HORN - STROBE - HORN/STROBE PULL STATION 0 SMOKE DETECTOR FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET E EXIT EGRESS CAPACITY: XX CAPACITY IN INCHES •��•��• DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT (SC) TRAVEL DISTANCE TO EXIT 1 HR RATED -- WALL/PARTITION 1 HR RATED SMOKE BARRIER 2 HR RATED -- WALUPARTITION 2 HR RATED SMOKE BARRIER _ — 3 HR RATED — —�= WALUPARTITION 4 HR RATED _ WALUPARTITION 4 HR RATED SMOKE BARRIER FIRE SMOKE WALUPARTITION SCOPE OF WORK - UNDER CONSTRUCTION SCOPE OF WORK - FUTURE WORK - NOT UNDER CONSTRUCTION SCOPE OF W - NOT UNDER CONSTRUCTION REQ'D SUPPORT SPACES PER PHASE LIFE SAFETY INFORMATION I CODE SECTION NUMBER OF EXITS _PER FBC 1021.2(2) COMPLIES ^TABLE 2 REQUIRED YES EXIT SFPERATION - PER FBC SECTION 1015.2.1 __. _..--.--------- ._..... YES FXIT ACCESS TRAVEL DISTANCE - PER FBC TABLE 1016.2 200 0' MAXIMUM YES --- COMMON PATH 01= TRAVEL - PER FBC SECTION 1014.3 75'-0" MAXIMUM DEAD CND CORRIDORS - PER FSBC SECTION 1018.4 20'-0" MAXIMUM YES YES CORRIDOR LXI l ACCESS WIDTH - PER FBC SECTION 1018.2 44 INCHES THROUGHOUT. 96 INCHES WHERE REQUIRED FOR BED MOVEMENT. YES DOORS - PER FBC SECTION 1008.1-1 YES 32 INCHES THROUGHOUT. 41-1/2 INCHES WHERE REQUIRED FOR BED OVERALL EXISTING LIFE SAFETY FLOOR PLAN MOVEMENT. KEY NOTES EXITING TABULATIONS (SKILLED NURSING) GENERAL NOTES 1 CONFIRM EXISTING 4 HOUR FIRE RATED WALLS ARE ALSO SMOKE TIGHT. IF NEEDED, UPGRADE AS REQ'D TO MEET SMOKE COMPARTMENTS REQUIREMENTS COMPART. COMPAR I . AREA OCCUP. TYPE SQ FT / OCCUP. # OF OCCUP. INCHES/ OCCUP. INCHES/ REQ'D. PROV. A REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. B AREA OUTSIDE OF SCOPE OF WORK, SC &FS 1E-1, SHALL REMAIN UNOCCUPIED UNTIL PHASE 1 IS COMPLETE 10,300 SF SLEEP 120 86 SC 1A-1 .2 26.6 90 11,140 SF ANCILLARY 240 47 SC 1A-2 2,070 SF ANCILLARY 240 9 .2 1.8 112 FIRE SECT 1 A 23,510 SF 142 28.4 202 4,780 SF SLEEP 120 40 SC 1 B-1 .2 122 180 4,940 SF ANCILLARY 240 21 FIRE SECT 1 B 9,720 SF 61 12.2 180 4,220 SF SLEEP 120 36 SC 1 C-1 .2 8.2 90 1,120 SF ANCILLARY 240 5 FIRE SECT 1C 5,340 SF 41 8.2 90 4,850 SF SLEEP 120 41 SC 1 D-1 .2 13.2 45 5,800 SF ANCILLARY 240 25 FIRE SECT 1 D 10,640 SF 66 13.2 45 5.460 SF SLEEP 120 46 .2 92 45 SC 1 F-1 FIRE SECT 1 E 51460 SF 46 9.2 45 TOTAL 54.670SF 356 72,2 -962 SMOKE COMPARTMENT - PER NFPA SECTION 20.3.7.3 1,1 __ 201-01 1 SMOKE COMPARTMENTS SHALL NOT EXCEED 22,500 SF. MAXIMUM YES TRAV.DIST. TO SMOKE COMP'T SHALL NOT EXCEED 200'-0". SMOKE COMPART. & FIRE SECTIONS LEGEND KEY PLAN (N.T.S.): r FIRE SECTION 1A ® NOT IN SCOPE AREA OF WORK PH2 �L.J PROJECT NORTH TRUE NORTH studio �LF �- 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 o F FC 0� P ��O P hO z J, AR97653 = 0" RED A� P C TITLE: Z Y HILLS HEALTH & REHAB C INTER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: OVERALL EXISTING LIFE SAFETY PLAN LS 1 ■ 10 s) 2016 Studio+ LIFE SAFETY LEGEND z a W I W U) z IL N z W Q J z W U 00 CD CD N N Ea O �t N N � no � N U N Ul LL U) w C) LL cn 0s -4- U `) U) EMERGENCY POTABLE WATER STORAGE SHED DRIVE WAY / PARKING LOT SC 1A-2 2,070 SF GENERATOR MECH.'O 'p 45 �LECTRIC�� `i dll I 6EM1' a ?; N LL I _` SOILED STOP. I. i - PRIVATE Q' U)LAUNOFytY LINEN, I I PATIENT r O SORTING --- -- 4 1 RESIDENT ROOM y FE•i.-_ - STORAGE 4) ! ` � F: I MECH. I 111 N FE• E O SC 1 B-1 9,720 SF I.... A t, I, I ' I LPRNAfE`. s� _ . PATIENT j( ROOM - 7 MEO- II _- OD PREP CLEAN II MECH. R� . M.� i HOLD. MECH'i FOLDING i`;., I 9__,_., I D HO CLEAN I 1;; ROOM O HSKP N RSES OFFICEW uPPLY 45 4 PPTIE3 TION FFICE h I 14yJI ." ROOM, f � F { :- ._a -::-ate r I L_-- - ____._. ._. SEMI _ ��1 _ ♦. r ..... _- L♦ _ _ .> =t - t :_l �- ;� .__.. 'a, �PRIVATE D LrJ ® D ® SMOKE COMPARTMENT 78: 9,720 SF w °O CORRIDOR ..FATIENT( O C� ® SMOKE COMPARTMENT IA-2 � ®O ROOM �.� TRA 7E T ® O 2,070 SF 0 LL_ SEMI PR EMI j - - I OF i I r � P SEMI E U I' � � I N PRIVATE �l I O I _ r PRIVATE'"'"" O PATIENT ( VATE ® Y ' 1) PATIENT` LL I L ROOM PATIENT •� STAFF PATIENT "" I7_ ROOM � ' ROOM 1 LOUNGE � � RM ... 1• 0 I U (n SEMIS w I SEMI i _ _ y� PRIVATE LL i PRIVATE O Y PRIVATE PATIENT" -I ROOM PRIVATE ' PATIENT ROOM PATIENTS PATIENT w 1 PATIENT Iµ ROOM ROOM 4. �, ROOM i i PATIENT O i; ROOM a� O' i + i I • ® a .- DRY Y 7 SEMI ' I �, FREEZER COOLER E STORAGE Ad 1 SEMI PRIVATL O PRIVATE 11 ! PRIVATE PRIVATE PATIENT 1 I PATIENT PATIENT / J PATIENT ROOM ROOM ROOM ROOM -- r SEMI SEMI O1 PRIVATE PRIVATE 01 ROOM PRIVATE PRIVATE PATIENT �D PATIENT ROOM ROOM KITCHEN PROIT I O PATIENT ROOM 1 1- ® PRIVATE- _ . r_-..7 T iJ. I SOILE OFFICEP10, ROOMTI SEMI I I, i I I I �'•;, • T OFFICE SOILED 1 - - F 1 U•1 ®' _ - 'PRIVATE • P UTILITY O U O PATIENT 1 1 UTIU CLEAN T :�. ROOM] `i UTILITY � IP T P DINING l ❑ -,,. E UIPMENT _ jI - D OD ROOM j ROOM DINING TORAGE u) co ♦ U) LEAN 02 LIVING ADMISSIONS i 03 BISTRO RIOOM OFFICE j i I ROOM -- T.RM, I ♦ ` _ u> TILI BISTRO ---�- CHAPEL � O OFFICE a TILT. TILT. F sLi R i I46 FF 02 D ��tAVEL TO Ss` ®�g O (D D co \ �h �'ry� Sa O TRAVEL O �O OD D FE. (D) O SMOKE COMPARTMENT 10-1 \_� O 0 rY —$ ri ...._. ..... 1 F �- � T r 7 - T. r" cal r F - ". I— RECREATTOW -- i��- O • ] _.. _g ,. g. ... 21,440 ,44o s h i I I -�� f� STOR. EV WORK / T SKPG STOR. SHOWER �__ _J L _ (. _. -1 NURSES ROOM Cod --J STOR. BEAUTY NURSES b f� O iT7 TLT. TLT SHOP STOR. STATION TUB L__ I STATION - FF• r5 r- STOR. ROOM ROOM 3 LIVING '-' RECEPTION CORRIDOR ` OFFICE �- f- L LIVING 4 SEMI u ROOM / FE - PRIVATE /\ HOWEIT D MED ME PATIENT I ROO RECEPTION O RECEPTION OD HO ROOM ROOM IL I - l D'' ROOM \ I O CONFERENCE ROOM J_ - -._ OFFICE II OFFICE a, /PVT. t I_ zs.• r- Ii LL Q O ROOM O t t n h } OFFICE O \ i; � [._::-1� U �... F 1 'i- PRSEMI IVATE aJh i a ,rCp h�Arf : I I .i_ ..:_..PATIENT H�kh il�� ' �! m �a� afor Jr �''4'r{,•Yi �i�z; ...� ' T< T RM� �r>;.+r+,�E 0,12 STORAG SMOKE COMPARTMENT 1E-1 5,460 SF SEMI SEMI RIVATE PRIVATE ATIENT PATIENT OOM ROOM TLT. RM TLT. RM I TLT RM TLT RM l 6� , , SEMI I `7 -- �l DJ r5 SEMI y ' PRIVATE PRIVATE �. } PATIENT L ULEAL PATIENT 11 ROOM 86'-3.. ROOM 7 / TLT. RM LT. RM I PRIVATE ` PRIVATE PATIENT ..� FE PROOMT IrrI ROOM SOILED CLEAN r, OLDIN CLEAN ING PRIVATE _ PRIVATE )PATIENT PATIENT W ROOM ROOM TI T. R ET�iM OD T SEMI SEMI PRIVATE PRIVATE PATIENT PATIENT ROOM - _I ROOM it SEMI SEMI PRIVATE PATIENT ROOM I f ROOM .::..,.r�.ws..,.....a t::..c•.'1 _. L.T.. _.. I J F_ ROOM 1671 FIRE ALARM _. 1 ...r'-i 1�iAr� I i�.. D O LEc. -' - °:�"° CONTROL E T, �+ PANEL II SEMI PRIVATE I SEMI I _- PROOMT I I PRIVATE _..1 -, PATIENT ROOM -' } TI[T._R I I L . RM I L LT. RM TLT. RM' SC 1A-1 I I PRIVATE CORRIDOR SEMI PRIVATE - PATIENT -- --- - - - - --- 21,440 SF I I I I I I ------------------- •k O =ROOM TLT. y TLT�2M D I i ` j P TE I L- .AP s PATIENT S w.:. ; PA IE EXIT SIGN HORN - STROBE - HORN/STROBE aPULL STATION SMOKE DETECTOR FIRE EXTINGUSHER CABINET FVC FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX xx CAPACITY IN INCHES •��• DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT (SC) TRAVEL DISTANCE TO EXIT 1 HR RATED WALUPARTITION --�� 1 HR RATED SMOKE BARRIER 2 HR RATED WALL/PARTITION 2 HR RATED SMOKE BARRIER 3 HR RATED WALUPARTITION 4 HR RATED WALUPARTI T I O N 4 HR RATED SMOKE BARRIER FIRE SMOKE WALUPARTITI ON SCOPE OF WORK - UNDER CONSTRUCTION SCOPE OF WORK - FUTURE WORK - NOT UNDER CONSTRUCTION SCOPE OF WORK - NOT UNDER CONSTRUCTION FZ/ REQ'D SUPPORT SPACES PER 7227 PHASE R°°'" Sa R�F,I LIFE SAFETY INFORMATION OLDIN4 OLDIN( PRIVATE I= FE� '� . Yil PnTIErT �- VE CODE SECTION - COMPLIES ! PATIENT 4 PATIENT NUMBER OF EXITS -PER FBC TABLE 1021.2(2) i Ri)AM TLT- T.ItM 2 REQUIRED YES SEMI EXI I SFPERATION PER FBC SECTION 1015.2.1 P E PRIVATE - PATIENT r, PATIENT - ---_ _ r. - YES &pOM EXIT ACCESS TRAVEL DISTANCE - PER FBC TABLE 1016.2 q TlyTr RM' TT. R ��, I 4_ '� --, - � ( 200'-0" MAXIMUM YES -- — — _ SEMI SEMI w ::: _ COMMON PATH OF TRAVEL - PER FBC SECTION 1014.3 PRIVATE PRIVATE- __-- - -_ h 75'-0" MAXIMUM YES 1� - FMATIEN7 45 ( PATIENT - -kooM - ROOM[7 DEAD END CORRIDORS PER FSBC SECTION 1018.4 20' 0" MAXIMUM YES CORRIDOR EXIT ACCESS WIDTH - PER FBC SEC PION 1018.2 --------- ----------------- 44 INCHES THROUGHOUT. 96 INCHES WHERE REQUIRED FOR BED YES MOVEMENT. DOORS - PER FBC SECTION 1008.1.1 32 INCHES THROUGHOUT. 41-1/2 INCHES WHERE REQUIRED FOR BED YES OVERALL PROPOSED LIFE SAFETY PLAN 1 MOVEMENT. --- — KEY NOTES EXITING TABULATIONS (SKILLED NURSING) GENERAL NOTES 01 CONFIRM EXISTING 4 HOUR FIRE RATED WALLS ARE ALSO SMOKE TIGHT. IF NEEDED, UPGRADE AS REQ'D TO MEET SMOKE COMPARTMENTS REQUIREMENTS COMPART. COMPART. AREA OCCUP. TYPE SO FT / OCCUP. # OF OCCUP. INCHES/ OCCUP. INCHES/ REQ'D. PROV. A REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. B AREA OUTSIDE OF SCOPE OF WORK, SC &FS 1E-1, SHALL REMAIN UNOCCUPIED UNTIL PHASE 1 IS COMPLETE STIR. STR. 02 SMOKE COMPARTMENT 1D-1 SHALL BE MODIFIED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) 03 SMOKE COMPARTMENT 1A-1 SHALL BE MODIFIED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) SC 1A-1 10,300 SF SLEEP 120 86 .2 26.6 90 11,140 SF ANCILLARY 240 47 SC 1A-2 2.070 SF ANCILLARY 240 9 .2 1.8 112 FIRE SECT 1 A 3510 SF 2, 142 28.4 202 4,780 SF SLEEP 120 40 SC 1 B-1 2 12.2 180 4,940 SF ANCILLARY 240 21 FIRE SECT 1 B 91720 SF 61 12.2 180 4,220 SF SLEEP 120 36 Sc 1 C-1 .2 8.2 90 1,120 SF ANCILLARY 240 5 FIRE SECT 1C 51340 SF 41 8.2 90 4,850 SF SLEEP 120 41 SC 1 D-1 .2 13.2 45 5,800 SF ANCILLARY 240 25 FIRE SECT 1 D 10,640 SF 66 13.2 45 5,460 SF SLEFP 120 46 .2 9.2 45 SC 1 E-1 _F FIRE SECT 1 E 5,460 SF 46 9.2 45 TOTAL 54.670SI` 356 72 2 562 SMOKE COMPARTMENT - PER NFPA SECTION 20.3.7.3 1 _ 20'-0„ SMOKE COMPARTMENTS SHALL NOT EXCEED 22,500 SF, MAXIMUM YES TRAV.DIST. TO SMOKE COMP'T SHALL NOT EXCEED 200'-0". SMOKE COMPART. & FIRE SECTIONS LEGEND KEY PLAN (N.T.S.)- FIRE SECTION 1A ® NOT IN SCOPE E AREA OF WORK PROJECT NORTH TRUE NORTH studio 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 O F F 4 0 = v_ AR97653 0 _ _ RED AR PR T TITLE: Z RHILLS HEALTH & REHAB CE R FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: OVERALL PROPOSED LIFE SAFETY PLAN LS1 01 () 2016 Studio+ t Z m J I W r) n U) z N U) f- Z W �I Z W U I 00 0 0 N c En :3 U O O Lf) C) &i N O(0 mo N �rn UN UNDER CONSTRUCTIO SEMI-PRNATE PSEATI HATE PATIENT ROOM M PATIENT ' 1I ROOM PRIVATE ' PRIVATE. � PATIENT I PATIENT S ROOM ROOM 5 I SEMI -PRIVATE PATIENT ROOM U) � [461 F 'NOT OCCUPIED (p) HOWE U { SEMI -PRIVATE w PATIENT ROOM pr PRIVATE PRIVATE PATIENT PATIENT ROOM ROOM SEMI -PRIVATE SEMI -PRIVATE PATIENT PATIENT ROOM I ROOM PHASE 6 PHASE 3 ENERATO MECH. C51 ELEC.JR SEMI TLT 45 TLT SEMI I RIVATE; - '} I PRIVATI� y ATIENT'PAilEN10IRM RM 451 LT R SEMfSOILED STOR.PRIVATE f 03� r' LAUNDRY LINEN MED PATIENT "_\PRE --RESIDENT ROOM �'�FF° MECH. T FE STORAGE TLF® TLT NE 03 OFFICE STORAGE HARTING OFFICEFE FOLDINGL C MECH ROOM USEKEEPI GTE O /NRNU SESRv© 45 IM 45 STATION BVS ' - FE PRIVATE LT. R J f - __ .� c? { PATIENT p F ® p 4� U) ROOM CORR. r? ��!/ ® j�CORF;§MOKE COMPARTMENT 1A-2 O ® SMOKE COMP� ENT 16: 9,720 SF ®O CORRIDOR p C) �jQA10ELTOi�Fr ® 2,070 SF �"J ® O PHYSICAL 7j7*L _ ELT. THERAPY STAFF Lc �,. TLT, LO SEMI IR'-' M ROO SEMI: 3EiWl PRIVATE PRIVATE ��l/ (n PRIVA E OD PATIENT ` X (� RIVATE1 ~ PATIENT I f I PATIENT i ISTING STORAGE �, + i ROO@Y 7 ROOM STAFF �ATIENT I T ROOM r LOUN*f, SJ RM O D SEMI PRIVATE' 2 LL PRIVATE. O ST EM. _ SEMI .. I PATIENT TL o T PAT fjT f ` p VA�E /! P�IVA E ROOM PATIENT lb) • Pf1T1ElT ROOM ROO m g ROOM I I RM TLT "TLT ! RM O N ' ® '' I.�TLT TLT SEMII" � ` FE Sro SEMI' E COURTYARD PHS PATIENT PATIENT AnENT ,VA ROOMICOURTYARD FREEZER COOLER SEMI TLTtLTSEM ROOM Y ROOM PRIVATE ° AE 4 PRIVATE O PHASE 7 VA03 ROOM �x RM p I 05 05 SEMI SEMI SEMI - SEMI .PRIVATE. PRIVATE.,_ � VAT PATIENT O PATIENT 4) 05 EXISTING !'RFVATF ! ROOM TL ;I' r ROOM r'' �AIRIIMENTS ! { P TN p - U R M CHAPEL TLT T4T O - ATE T 'RIVAIE IENT $EMI PRIVATE I) LL PATIENT U) ROOM a' o LL ;SEMI PRIVATE PATRaIE'INT ADMISSIONS 1� ICE n ■ e WRECEPTION LOBBY TLT ORK i ROOM 0 •OF OFFICE I O ECTRI¢+E1L I _ SEMI SEMI VATE PRIVATE PATIENT RI ATI EN T PATIENT OOM - -i ROOM ORRIDO LT. R1 TLT RA LT. RM ' TLT. RM I,...I SIEMI _s . 1 OD L—SL-- PRIVATE PATIENT L ROOM 6'-3" PRIVATE'`.PRIVATE PATIENT _ -- PATIENt ROOM FE ROOM, PATIENT PATI ROOM RpOM (03) TLIT. T. r A OD SEMI .cis— PRIVATE PATIENT ROOM G RM. SEMI TAT. ® TLT. SEMI LT.�IN „ RIVAT L NAT PATIENT PATIENT mow,•-„n ROOM ROOM _. _._. 45 PHASE 2 or CONFERENCE OFFICE i OFFICE ;9 ROOM 0 OD 67 FIRE ALARM CONTROL PANEL I I I I I I I I I I I I I I SC 1A-1 21,440 SF I I I I I I El I L----------------------J KEY NOTES INTERIM LIFE SAFETY CALCULATIONS 01 DINING/ACTIVITY/SOCIAL SPACE PROVIDED (PER FBC 450.3.5.1) _ NOURISHMENT ROOM PROVIDED (PER FBC 450.3.4.1.6) PHASE 1 UNDER CONSTRUCTION - ACTUAL SO FT 102 BEDS AVAILABLE REQUIRED SO FT 02 03 SOILED HOLDING & CLEAN HOLDING (PER FBC 450.3.4.1.2) ACTIVITY (CD 35 SF/PERSON = 3,696 SQ FT DINING (MIN. OF 20 = 2,280 SO FT SF/PERSON) = 3,570 SO FT = 2,040 SO FT 04 NURSE STATION AND MEDICATION ROOM PROVIDED (PER FBC 3.4.1.5 & 3.4.1.1) 05 CONFIRM EXISTING 4 HOUR FIRE RATED WALLS ARE ALSO SMOKE TIGHT. IF NEEDED, UPGRADE AS REQ'D TO MEET SMOKE COMPARTMENTS REQUIREMENTS PHASE 2 UNDER CONSTRUCTION -101 BEDS AVAILABLE 06 PROVIDE TEMPORARY EXIT SIGN ACTIVITY @ 35 SF/PERSON = 3,737 SO FT = 3,535 SO FT DINING ROOM (MIN. OF 20 = 2,466 SQ FT SF/PERSON) = 2,020 SO FT PHASE 3 UNDER CONSTRUCTION -101 BEDS AVAILABLE ACTIVITY 35 SF/PERSON = 3,561 SO FT DINING ROOM (MIN. OF = 2,305 SO FT 20SF/PERSON) = 3.535 SO FT = 2,020 SO FT PHASE 4 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,515 SO FT = 3,500 SO FT DINING ROOM (MIN. OF = 2,466 SO FT 20SF/PERSON) PHASE 5 UNDER CONSTRUCTION -101 BEDS AVAILABLE = 2,000 SO FT ACTIVITY 35 SF/PERSON = 3,638 SO FT = 3,535 SO FT DINING ROOM (MIN. OF = 2,642 SO FT 20SF/PERSON = 2,020 SO FT PHASE 6 UNDER CONSTRUCTION - 100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,268_SO FT DINING ROOM (MIN. OF = 2,642 SO FT 20SF/PERSON) = 3,500 SO FT = 2,000 SO FT PHASE 7 UNDER CONSTRUCTION -113 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,053 SO FT = 3,955 SOFT DINING ROOM (MIN. OF = 2,384 SO FT 20SF/PERSON) = 2,260 SO FT r' ' ♦♦400 NURSES M FE Ho D Cp�D OFFICE SEMI • D ELEC. - lj i SEMI P8xu%�TE PRIVATTE PATIBIT PIATWNT ROOM Ir _,. . w ' _I ROOM LT ELT TLT TLIi' II PTE PATIENT a-- PRIVATE ::__._PATIENT_ OD YLT TLt 1I PAilENi w...__ R�°N� PATIENT ROOM -- i PRIVAT F�R �ATE- hRTIhEMN7 - -- (03� PATIENT _ ._ FE �' _. ROCIM ITifi TL . i 1 ! SEMI SEMI P VdTE . P V{WTE P TI T PATIENT ROOM O , iiAMN -' SEMI SEMI PRIVATE ~ ` 45 PRIVATE _. �Rootrl _......_. . _jROo: PHASE 5 GENERAL NOTES PRIVATE SEMI -. PRIVATE --SEMi PRIVATE P IVATE~, .--.SEW PRNATE P IVATE STOR -PATIENT PATIENT PATIENT PATIENT P�CYI7 Wi PATIENT l RM' ROOM _ ROOM ROOM ROOM ROOM EXAM ROOM— STOR. 1 LT L---; I ILI -j"j, ® © FE O 03 (D 14 _.i I T :: TILT TLTiF TLT TY L t MED TUB ROOM ROOM PRIIFA* PRIVATE PATIENT pRIVAT PRIVATE PATIENT ROOM I� ROOMjj�_. _._ ._.PATIENT PATIENT...:. -,._ ROOMI ROOM f �..-..I SEMI _ PRIVATE_,_._ PATIENT' __.. . -ROOM --- SEMI V-. f�R'VATr 1 ATIEN —'ROOM __ Q U Tn 0 Lc) CV x INTERIM LIFE SAFETY PLAN - PHASE 1 1 A GENERAL CONTRACTOR WILL ENSURE THAT ALL MEANS OF EGRESS ARE ALWAYS CLEAR OF OBSTRUCTIONS. ANY DISRUPTION TO REGULAR MEANS OF EGRESS WILL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE OWNER. B THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR POSTING TEMPORARY SIGNAGE IN THE WORK AREA HIGHLIGHTING ANY CHANGES TO REGULAR LIFE SAFETY ROUTES AND PROVIDING SAFE ALTERNATE MEANS OF EGRESS- COORDINATE WITH OWNER. C THE GENERAL CONTRACTOR WILL HAVE A FULL TIME SUPERVISOR ON SITE DURING CONSTRUCTION. THE GENERAL CONTRACTOR WILL ALSO PROVIDE A FIRE WATCH AT THE AUTHORITY HAVING JURISDICTION'S REQUEST. D ANY WORK THAT COULD DISRUPT NORMAL MEANS OF EGRESS WILL BE PERFORMED AT NIGHT TIME HOURS WHEN THERE IS NO PATIENT TRAFFIC. - E ACCESS TO EMERGENCY TREATMENT AREAS WILL BE FREE AND UNOBSTRUCTED AT ALL TIMES. ACCESS TO BUILDING ENTRANCES, FIRE DEPARTMENT CONNECTIONS, MEDICAL GAS SYSTEM ACCESS POINTS, AND FIRE OR OTHER EMERGENCY EQUIPMENT ACCESS ROADWAYS WILL ALSO BE FREE AND UNOBSTRUCTED AT ALL TIMES. F FIRE ALARM DETECTION AND SUPPRESSION SYSTEMS WILL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. WHEN CONSTRUCTION REQUIRES THAT A FIRE ALARM DETECTION OR SUPPRESSION SYSTEM BE DISABLED FOR ANY PERIOD OF TIME, A TEMPORARY BUT EQUIVALENT SYSTEM OR PLAN WILL BE PROVIDED BY THE GENERAL CONTRACTOR, INCLUDING, BUT NOT LIMITED TO A FIRE WATCH. G TEMPORARY CONSTRUCTION PARTITIONS WILL BE CONSTRUCTED TO ASSURE THAT SMOKE, DUST, AND INFECTIOUS DISEASES ARE NOT TRANSMITTED. THESE PARTITIONS WILL BE CONSTRUCTED AS SHOWN ON SHEET D5.01. H ALL EXIT SIGNAGE WILL REMAIN IN OPERATION AND VISIBLE DURING CONSTRUCTION. ANY SIGNAGE AFFECTED BY NEW CONSTRUCTION OR TEMPORARY WORK OR NOT VISIBLE DUE TO CONSTRUCTION WILL BE SUBSTITUTED BY THE GENERAL CONTRACTOR WITH A TEMPORARY EQUIVALENT SIGNAGE TO ENSURE LIFE SAFETY. I THE OWNER WILL PROVIDE AND GENERAL CONTRACTOR WILL PERFORM ANY ADDITIONAL INTERIM LIFE SAFETY PLANS AS REQUIRED. J PROVIDE WALK OFF MATS AT ALL CONSTRUCTION ENTRANCES/EXITS AND AT ICRA ENTRANCES. TYPICAL OF ALL PHASES OF CONSTRUCTION. LIFE SAFETY LEGEND EXIT SIGN HORN - STROBE - HORN/STROBE F(I PULL STATION OD SMOKE DETECTOR 1 " = 20'-0" SMOKE COMPART. & FIRE SECTIONS LEGEND KEY PLAN (N.T.S.)- FIRE SECTION 1A KKK NOT IN SCOPE L _ I AREA OF WORK _I PH2 PROJECT NORTH FIRE EXTINGUSHER CABINET FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX CAPACITY IN INCHES DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT (SC) TRAVEL DISTANCE TO EXIT 1 HR RATED WALUPARTITION 1 HR RATED SMOKE BARRIER 2 HR RATED WALL/PARTITION 2 HR RATED SMOKE BARRIER 3 HR RATED WALUPARTITION 4 HR RATED WALUPARTITION 4 HR RATED SMOKE BARRIER FIRE SMOKE WALUPARTITION SCOPE OF WORK UNDER CONSTRUCTION SCOPE OF WORK - FUTURE WORK - NOT UNDER CONSTRUCTION SCOPE OF WORK - NOT UNDER CONSTRUCTION - REQ'D SUPPORT SPACES PER PHASE _ L__ _j- - I I . - 7 PH4 - __( 1 -F PH5 I TRUE NORTH 1�:v studlo=�f It 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Cal-rforma I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 A Q P Z CP AR97653 Z C G�\,��c. RED AR P C TITLE: H RHILLS HEALTH & REHAB E ER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 08/10/16 SHEET TITLE: INTERIM LIFE SAFETY PLAN - PHASE 1 LS2ml C=> 2016 Studio+ W O Q a_ U) z 11 NI F_ z w C) Q J z W U CD Co 0 N c (1) 7�; Ea- O O 00 co N � L O (f)' cy) W LL In U C, LL (p 06 "J U In U LL In (� p U_ "6 A U U) PATIENT PATIENT ROOM RM ` RP�YI � SEMI _ PRIVATE I PRIVATE �TL;T PRIVATE I---�=: PATIENT PATIENT 5 PATIENT I RM RM I PHASE 3 �, 45 RESIDENT STORAGE F �� OP SEMI L; --.T� ;[iri•. PRIVATE PATILNT ROOM ..1E S_ SEMI �n1 SEMI PRIVATE O PRIVATE -PATIENT.., PATIENT ROOM ROOM SEMI _Lj -PRIVATE SEMI PATIENT r LL PRIVATE LT wrM RN PATIENT ROOM � � ROOM I o� �SEMI y w SEMI PRIVATE O PRIVATE PATIENT � PATIENT ROOM ROOM SEMI � SEMI li1 O I -PRIVATE, PATIENT I PATIENT Room ROOM MEDICAL RECORDS OFFICE D � RDOM �" LIVING c�r ;� 5;,, :, u) a '� ROOM LT_ TLT RM R0 m TLT RM r'i L: Rq .. 5 J__ 03 ICRA • 05 46 LDjF F D .� ® D U T R c r-TqZ7R' om SEMI 'n-- L..._. II PRIVATE �I. PATIENT n ROOM R PRIVATE PATIENT PRIVATE PATIENT ROOM ROOM l PRIVATE ' 1I SEMI PATIENT PRIVATE ROOM PATIENT ROOM SMOKE COMPARTMENT 1E-1 5,460 SF 04 OFFICE ELEC.� TIEN ROOM ENERATO MECH. ELEC. F a LL nl U) LAUNDRY STOR. Q ti FE• U Ci I MECH, N 45 4), EXIT J.C. M1 1 �D� RECEPTION ROOM LIVING FE*( ROOM 0 _ \ O 45 COURTYARD PHASE 6 j; jR�: I RM. 11`,,� i jj PRIVATtE jj LP�ITIEFIT 1 of d } PRIVA�T�. P TIE�(TJ ROOM I O OIIR- R(� �(�D WED CLEAN PREP UTILITY MECH. PAiIENTE r-, FE . ROOM TLT- - !RM t.-., 7L�Y - TLT. PRI�ATf TLT RM. RM, r PAINT ROM{ NURSES STATION ,e SMOKE COMPARTMENT 18: 9,720 SF O ®, CDC CORRIDORS TLT. RI M PRIVATE ��jjRIEVMgl�ITE ' PATII�VT f�D01N w_.AATIEyT ROOM .LT. ARM ! SEMI )Elul VATS ¢¢¢ PA TEN! TLT.`: O °TLT. i-PRNATV MTIEW ROOM COURTYARD TLT. OFFICE RM.['- ROOM I C FE PHYSICAL THERAPY M T TLT`^: 'fLT. SEMI: I TIEiW _ ROOt / PRIVATE +. PATIENT....d ROOM 09 SEMI I-POVATS.-. P*TENT © SEMI PRIVj8 ( t AATIENT j r u ROO�u ) p I C. f I 't PRIVATE _ ,, p PATIENT STOR �oeM �. _, IVAT�E I UD ROOMD [7 F T ROOM ROOAA NOURISH. OOM STOR. ��L� ROD `CORRIDOR p CT R r.�.. LJ" rt00m D FE O ® SMOKE COMPARTMENT 1A-1 O O 21,"0 SF Ell Room; i (a TO t^- �- WORK �ll 1 TORAd EVS C ; I ROOM . '1 ( LOBBY L R^ LT IV.. MED SHOWE "'- rJ, u "l h RECEPTION TIN ROOM RM 10119L•14 Lill •FFICE OFFICE �� '46uo T ♦1 _ I JJJaTbJu •7 FIRE ALARM CONTROL PANEL - SEMI PATIENT - PRIVATE ROOM I I I I RM TLT LT I I I R 19 0 -77 I I SEMI PATIENT CO . SEMI PATIENT SC 1 A-1 I QI PRIVATE Roo PRIVATE ROO U) cn p 8fi 3" PATIEN 21,440 SF L6 l V RM RM RIVAT TLT `-1 PROOM I 06 pAT'IENT I U U PRIVATE PROOM FIE I I OIL CLEAN ---------- J!. OL IN HOLDIN = PATENT pRl ATE ATIEN P R O IVA O TLT �_I r \ 7 SEMI ENT SEMI PATIENT PRIVATE RIVATE ROOM ROOM _I I T R ® LT �J LT M SEMI PATIENT RQQM.,(_ SEMI PATIENT PRIVATE ROOM (,_PRIVATE C - _-' PHASE 2 -UNDER - CONSTRUCTION KEY NOTES INTERIM LIFE SAFETY CALCULATIONS 01 DINING/ACTIVITY/SOCIAL SPACE PROVIDED (PER FBC 450.3.5.1) PHASE 1 UNDER CONSTRUCTION - ACTUAL SO FT 102 BEDS AVAILABLE REQUIRED SO FT 02 NOURISHMENT ROOM PROVIDED (PER FBC 450.3.4.1.6) 03 SOILED HOLDING & CLEAN HOLDING (PER FBC 450.3.4.1.2) ACTIVITY @ 35 SF/PERSON = 3,696 SQ_FT DINING (MIN. OF 20 = 2,280 SO FT SF/PERSON) = 3,570 SO FT = 2,040 SO FT 04 NURSE STATION AND MEDICATION ROOM PROVIDED (PER FBC 3.4.1.5 & 3.4.1.1) 05 SMOKE COMPARTMENT 1D-1 SHALL BE MODIFED TO COMPLY WITH NPFA 2012 19.3.6.1 PHASE 2 UNDER CONSTRUCTION -101 BEDS AVAILABLE (1) 06 PROVIDE TEMPORARY EXIT SIGN ACTIVITY @ 35 SF/PERSON = 3,737 SO FT = 3,535 SO FT 07 SMOKE COMPARTMENT 1A-1 SHALL BE MODIFIED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) CONFERENCE ROOM TO BE USED AS ACTIVITY SPACE AS NEEDED DURING PHASE 2 DINING ROOM (MIN. OF 20 = 2,466 SO FT SF/PERSON) = 2,02- 0 SO FT 08 PHASE 3 UNDER CONSTRUCTION -101 BEDS AVAILABLE 09 CONFIRM EXISTING 4 HOUR FIRE RATED WALLS ARE ALSO SMOKE TIGHT. IF NEEDED, UPGRADE AS REQ'D TO MEET SMOKE COMPARTMENTS REQUIREMENTS ACTIVITY @ 35 SF/PERSON = 3,561 SO FT = 3,535 SO EI DINING ROOM (MIN. OF = 2,305 SO FT = 2,020 SO FT - - 20SF/PERSON) PHASE 4 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,515 SO FT = 3,500 SO FT DINING ROOM (MIN. OF = 2,466 SO FT = 2,000 SO FT 20SF/PERSON) PHASE 5 UNDER CONSTRUCTION -101 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,638 SO FT = 3,535 SO FT _- DINING ROOM (MIN. OF = 2,642 SO FT = 2,020 SO FT 20SF/PERSON PHASE 6 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,268 SO FT = 3,500 SO FT DINING ROOM (MIN. OF = 2,642 SO FT = 2,000 SO FT 20SF/PERSON) PHASE 7 UNDER CONSTRUCTION -113 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,053 SO FT = 3,955 SOFT DINING ROOM (MIN. OF = 2,384 SO FT = 2,260 SO FT 20SF/PERSON) AU�SAL F E SEMI } PRIVATE / O SHWR DENS !13 _ PATRIIEnN TILT OFFICE � 8 � ,TL I LJ sE PRIVATE 1- -, SEMI PRIVATE -` PATIENT PATIENT ROOM ROOM ✓i y I 7L7 j I LT+, �iL� PRIVATE +,. CORRIDOR PRIVATE PATIENT RQWI PRNPITE �- ' - PRIVAT� NIT bo*s S L ROTOM$ �OLDINq tUPPLY PRIVATE PRIV�E PATIENT FE PATIENT ROOMS TLT may. - ... ROOMS -i E L:- I PRIV TE _ - 8 I PISEM ATE PA4NT ROOM O $' PATIENT ROOM i ry M'LT` T LT -'' SEMI SEMI PRIVATE ! KIATIEr ? 45 PRIVATE PATIEf#T r aann�l_ PHASE 5 OFFICE PHASE 4 D 09 Plti!aE1M1_ .� ME _ ��...- PRIVATE ROM .8f 1 PATIENT PRIVATE PATIENT ROOM PATIENT ROOM 7 _R . e __ riti 0 N LL Q O N LIFE SAFETY LEGEND EXIT SIGN Fl� ED\-[K� HORN - STROBE - HORN/STROBE PULL STATION OD SMOKE DETECTOR INTERIM LIFE SAFETY PLAN - PHASE 2 1 1 " = 20'-0" GENERAL NOTES SMOKE COMPART. & FIRE SECTIONS LEGEND KEY PLAN (N.T.S.).- A GENERAL CONTRACTOR WILL ENSURE THAT ALL MEANS OF EGRESS ARE ALWAYS CLEAR OF OBSTRUCTIONS. ANY DISRUPTION TO REGULAR MEANS OF EGRESS WILL BE BETWEEN FIRE SECTION 1A NOT IN SCOPE COORDINATED THE GENERAL CONTRACTOR AND THE OWNER. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR POSTING TEMPORARY SIGNAGE [K\X B IN THE WORK AREA HIGHLIGHTING ANY CHANGES TO REGULAR LIFE SAFETY ROUTES AND AREA OF WORK LA PROVIDING SAFE ALTERNATE MEANS OF EGRESS- COORDINATE WITH OWNER, C THE GENERAL CONTRACTOR WILL HAVE A FULL TIME SUPERVISOR ON SITE DURING CONSTRUCTION. THE GENERAL CONTRACTOR WILL ALSO PROVIDE A FIRE WATCH AT THE SC - u AUTHORITY HAVING JURISDICTION'S REQUEST. 1 A-2 Sc & FS SC & FS F D -- ANY WORK THAT COULD DISRUPT NORMAL MEANS OF EGRESS WILL BE PERFORMED AT NIGHT TIME HOURS WHEN THERE IS NO PATIENT TRAFFIC. ACCESS TO EMERGENCY TREATMENT AREAS WILL BE FREE AND UNOBSTRUCTED AT ALL 1 C-1 1 B-1 PH3 E TIMES. ACCESS TO BUILDING ENTRANCES, FIRE DEPARTMENT CONNECTIONS, MEDICAL GAS SYSTEM ACCESS POINTS, AND FIRE OR OTHER EMERGENCY EQUIPMENT ACCESS ROADWAYS WILL ALSO BE FREE AND UNOBSTRUCTED AT ALL TIMES. -� SC & FS SC 1A-1 --- -- - -- F -- --- - FIRE ALARM DETECTION AND SUPPRESSION SYSTEMS WILL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. WHEN CONSTRUCTION REQUIRES THAT A FIRE ALARM 1E-1 PH1 DETECTION OR SUPPRESSION SYSTEM BE DISABLED FOR ANY PERIOD OF TIME, A - TEMPORARY BUT EQUIVALENT SYSTEM OR PLAN WILL BE PROVIDED BY THE GENERAL " _ . CONTRACTOR, INCLUDING, BUT NOT LIMITED TO A FIRE WATCH. r--- SC & FS G TEMPORARY CONSTRUCTION PARTITIONS WILL BE CONSTRUCTED TO ASSURE THAT SMOKE, DUST, AND INFECTIOUS DISEASES ARE NOT TRANSMITTED. THESE PARTITIONS 1 D-1 P H2 WILL BE CONSTRUCTED AS SHOWN ON SHEET D5.01. H ALL EXIT SIGNAGE WILL REMAIN IN OPERATION AND VISIBLE DURING CONSTRUCTION. ANY SIGNAGE AFFECTED BY NEW CONSTRUCTION OR TEMPORARY WORK OR NOT VISIBLE DUE TO CONSTRUCTION WILL BE SUBSTITUTED BY THE GENERAL CONTRACTOR WITH A TEMPORARY EQUIVALENT SIGNAGE TO ENSURE LIFE SAFETY. THE OWNER WILL PROVIDE AND GENERAL CONTRACTOR WILL PERFORM ANY ADDITIONAL I INTERIM LIFE SAFETY PLANS AS REQUIRED. PROVIDE WALK OFF MATS AT ALL CONSTRUCTION ENTRANCES/EXITS AND AT IC RA PROJECT NORTH J ENTRANCES. TYPICAL OF ALL PHASES OF CONSTRUCTION. �Ij FIRE EXTINGUSHER CABINET FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX CAPACITY IN INCHES DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT (SC) TRAVEL DISTANCE TO EXIT 1 HR RATED WALL/PARTITION 1 HR RATED SMOKE BARRIER 2 HR RATED WALL/PARTITION 2 HR RATED SMOKE BARRIER 3 HR RATED WALL/PARTITION 4 HR RATED WALL/PARTITION 4 HR RATED SMOKE BARRIER FIRE SMOKE WALL/PARTITION SCOPE OF WORK - UNDER CONSTRUCTION SCOPE OF WORK - FUTURE WORK- NOT UNDER CONSTRUCTION SCOPE OF WORK - NOT UNDER CONSTRUCTION REQ'D SUPPORT SPACES PER PHASE H7 - 1 PH6 -� PH7 PH4 I -- P H5 (-J l � L TRUE NORTH G) studE10+ 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 o F F l o� Q ��0 PF6 �0 2 CP AR97653 RED AR PRO E T TITLE: Z 'YRHILLS HEALTH & REHAB C ER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: INTERIM LIFE SAFETY PLAN - PHASE 2 LS2 m 1 2__ __ I '1 1_ V1 _ I I DRIVE WAY / PARKING LOT LIFE SAFETY LEGEND EXIT SIGN z J I LLI l� CL z LL Ir _ N F- z W n Q I z W U I 00 0 z. 0 N N Ea_ U N 01 0 6 cr? cn o C 1 N U)rn U N w U) U_ 06 U U) U_ 0 v_ LO SEMI SEMI PRIVATE PRIVATE PATIENT PATIENT 1 ROOM ROOM RN "F" M ATE PRIVATE TLT SEMI F i1 ROOM ROOM �, 1j PRIVATE, y_ PATIENT ROOM rj} U1,11j aRM.:..... HO T .E T&RK TRM 46 Cad 0 1f `''"` �T R Ll RM HIIINE TqT RM LT R i SEMI e n U) U PRIVATE PATIENT a V ROOM PRIVATE PRIVATE _F_ PATIENT PATIENT R ROOM ROOM L R SEMI N-.: ,...�� PRIVATE PRIVATE PATIENT PATIENT ROOM ROOM - SMOKE COMPARTMENT 1E-1 5,460 SF SC 1A-2 2,070 SF nuAcc '3 urvvr-rt CONSTRUCTION �,��+� SC 1B-1 p 9,720 SF PHASE 4 PHASE 2 PHASE 5 KEY NOTES INTERIM LIFE SAFETY CALCULATIONS 1 DINING/ACTIVITY/SOCIAL SPACE PROVIDED (PER FBC 450.3.5.1) NOURISHMENT ROOM PROVIDED (PER FBC 450.3.4.1.6) PHASE 1 UNDER CONSTRUCTION - ACTUAL SQ FT 102 BEDS AVAILABLE ACTIVITY 0 35 SF/PERSON = 3,696 SQ FT REQUIRED SQ FT = 3,570 SQ FT 2 4 SOILED HOLDING & CLEAN HOLDING (PER FBC 450.3.4.1.2) 5 NURSE STATION AND MEDICATION ROOM PROVIDED (PER FBC 3.4.1.5 & 3.4.1.1) PROVIDE TEMPORARY EXIT SIGN DINING (MIN. OF 20 = 2,280 SQ FT SF/PERSON) = 2,040 SQ FT - 6 -- PHASE 2 UNDER CONSTRUCTION -101 BEDS AVAILABLE 7 CONFIRM EXISTING 4 HOUR FIRE RATED WALLS ARE ALSO SMOKE TIGHT. IF NEEDED, UPGRADE AS REQ'D TO MEET SMOKE COMPARTMENTS REQUIREMENTS ACTIVITY @ 35 SF/PERSON = 3,737 SQ FT = 3,535 SQ FT 9 DINING ROOM (MIN. OF 20 = 2,466 SQ FT SF/PERSON) = 2,020 S FT 10 11 SMOKE COMPARTMENT 1A-1 SHALL BE MODI FED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) SMOKE COMPARTMENT 1D-1 SHALL BE MODIFED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) PHASE 3 UNDER CONSTRUCTION -101 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,561 SQ FT DINING ROOM (MIN. OF = 2,305 SQ FT 20SF/PERSON) = 3,535 SQ FT = 2,020 SQ FT PHASE 4 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,515 SQ FT = 3,500 SQ FT DINING ROOM (MIN. OF = 2,466 SQ FT 20SF/PERSON) PHASE 5 UNDER CONSTRUCTION -101 BEDS AVAILABLE = 2,000 SQ FT ACTIVITY @ 35 SF/PERSON = 3,638 SQ FT = 3,535 SQ FT DINING ROOM (MIN. OF = 2,642 SQ FT 20SF/PERSON = 2,020 SQ FT PHASE 6 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,268 SQ FT DINING ROOM (MIN. OF = 2,642 SQ FT 20SF/PERSON) = 3,500 SQ FT = 2,000 SQ FT PHASE 7 UNDER CONSTRUCTION -113 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,053 SQ FT = 3,955 SOFT DINING ROOM (MIN. OF = 2,384 SQ FT 20SF/PERSON) = 2,260 SQ FT u) N U_ cn O W. INTERIM LIFE SAFETY PLAN - PHASE 3 1 GENERAL NOTES A GENERAL CONTRACTOR WILL ENSURE THAT ALL MEANS OF EGRESS ARE ALWAYS CLEAR OF OBSTRUCTIONS. ANY DISRUPTION TO REGULAR MEANS OF EGRESS WILL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE OWNER. B THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR POSTING TEMPORARY SIGNAGE IN THE WORK AREA HIGHLIGHTING ANY CHANGES TO REGULAR LIFE SAFETY ROUTES AND PROVIDING SAFE ALTERNATE MEANS OF EGRESS- COORDINATE WITH OWNER. C THE GENERAL CONTRACTOR WILL HAVE A FULL TIME SUPERVISOR ON SITE DURING CONSTRUCTION. THE GENERAL CONTRACTOR WILL ALSO PROVIDE A FIRE WATCH AT THE AUTHORITY HAVING JURISDICTION'S REQUEST. D ANY WORK THAT COULD DISRUPT NORMAL MEANS OF EGRESS WILL BE PERFORMED AT NIGHT TIME HOURS WHEN THERE IS NO PATIENT TRAFFIC. E ACCESS TO EMERGENCY TREATMENT AREAS WILL BE FREE AND UNOBSTRUCTED AT ALL TIMES. ACCESS TO BUILDING ENTRANCES, FIRE DEPARTMENT CONNECTIONS, MEDICAL GAS SYSTEM ACCESS POINTS, AND FIRE OR OTHER EMERGENCY EQUIPMENT ACCESS ROADWAYS WILL ALSO BE FREE AND UNOBSTRUCTED AT ALL TIMES. F FIRE ALARM DETECTION AND SUPPRESSION SYSTEMS WILL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. WHEN CONSTRUCTION REQUIRES THAT A FIRE ALARM DETECTION OR SUPPRESSION SYSTEM BE DISABLED FOR ANY PERIOD OF TIME, A TEMPORARY BUT EQUIVALENT SYSTEM OR PLAN WILL BE PROVIDED BY THE GENERAL CONTRACTOR, INCLUDING, BUT NOT LIMITED TO A FIRE WATCH. G TEMPORARY CONSTRUCTION PARTITIONS WILL BE CONSTRUCTED TO ASSURE THAT SMOKE, DUST, AND INFECTIOUS DISEASES ARE NOT TRANSMITTED. THESE PARTITIONS WILL BE CONSTRUCTED AS SHOWN ON SHEET D5.01. H ALL EXIT SIGNAGE WILL REMAIN IN OPERATION AND VISIBLE DURING CONSTRUCTION. ANY SIGNAGE AFFECTED BY NEW CONSTRUCTION OR TEMPORARY WORK OR NOT VISIBLE DUE TO CONSTRUCTION WILL BE SUBSTITUTED BY THE GENERAL CONTRACTOR WITH A TEMPORARY EQUIVALENT SIGNAGE TO ENSURE LIFE SAFETY. THE OWNER WILL PROVIDE AND GENERAL CONTRACTOR WILL PERFORM ANY ADDITIONAL INTERIM LIFE SAFETY PLANS AS REQUIRED. J PROVIDE WALK OFF MATS AT ALL CONSTRUCTION ENTRANCES/EXITS AND AT ICRA ENTRANCES. TYPICAL OF ALL PHASES OF CONSTRUCTION. LJJ M,- L IU,- El Q FVC Lxx HORN - STROBE - HORN/STROBE SMOKE DETECTOR FIRE EXTINGUSHER CABINET FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX CAPACITY IN INCHES •��• DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT (SC) TRAVEL DISTANCE TO EXIT _ 1 HR RATED _ WALL/PARTITION 1 HR RATED SMOKE BARRIER 2 HR RATED WALL/PARTITION 2 HR RATED SMOKE BARRIER 3 HR RATED WALL/PARTITION 4 HR RATED WALL/PARTITION 4 HR RATED SMOKE BARRIER - FIRE SMOKE WALL/PARTITION SCOPE OF WORK - UNDER CONSTRUCTION SCOPE OF WORK - FUTURE WORK - NOT UNDER CONSTRUCTION SCOPE OF WORK - NOT UNDER CONSTRUCTION REQ'D SUPPORT SPACES PER F7 PHASE 1 " = 20'-0" SMOKE COMPART. & FIRE SECTIONS LEGEND KEY PLAN (N.T.S.)- FIRE SECTION 1A NOT IN SCOPE AREA OF WORK PH2 1--, PH5-_-J FI l PROJECT NORTH TRUE NORTH �7 StudIOL-T-1 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 OF Flo Q ��O PCO „o J, AR97653 = Off, '>> C> RE D A� U J CT TITLE: P YRHILLS HEALTH & REHAB ER FINISH UPGRADE -SKILLED NURSING FACILITY --- PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 l ISSUED DATE: 12/16/2016 SHEET TITLE: INTERIM LIFE SAFETY PLAN - PHASE 3 LS2ml3D 2016 Studio+ W ❑ z U) z N U) Z W Q J z W Co 0 CID CD N U) c N D� U LO O N ❑o O� cn O L V)rn UN PHASE 3 I45 SEMI PRIVATEI CD N LL PATIENT Q ROOM RESIDENT ® 0 STORAGE 0 04 FE OILED !C)HOLD. CLEAN MECH D SUPPLY SEMI -PRIVATE PATIENT ROD) TRpVEL��TO ROOM 0 LL SEMI -PRIVATE SEMI-PRIVA E o 1T0 O PATIENT LL ,I t:..,_ � f ,' _ Roots co CO U L U) Z _ I SEMI -PRIVATE LLj SEMI -PRIVATE i" PATIENT f N PATIENT ROOM a ROOM 4 OLU N cn PHASE 1 t' C Y ss SEMI PRIVATE 3�MI PRI4A7� PATIENT PATIENT cn ROOM OOM 09 SEMIPRIVATESEMI-PRIVATE SEMI -PRIVATE SEMI -PRIVATE PATIENT PATIENT IENT PAT ( ROOM ROOM ROOM J PATIENT ROOM i - i t -- PRIVA'iE I' PRIVAT E r -TSEM Ob MED SOILED 4) _ flJ PATIENT PATIENT @pl -PRIVATE 4 ROOM UTILITY ,� 4- 4; - ROOM ROOM __S�ik ==_, . TIENT U SEMI -PRIVATE 4 OOM gUIPME PATIENT ROOMSTORAG r CLEAN LIVING _:' HOVJ61 _ gaFq 11fLITY ROOM 4E31 #-,.7 -NOT OCCUPIED TRAV EL TO SC O _ V- - D � 91' 9" S. �1 .. _. HOWE - .J L- r NURSES - ,.:.,,- .:. " ) I � I _ STATION SEMI -PRIVATE (� PATIF_NT I PRIVATE PRIVATE SEI�b 11 A7k FE1 ROOM �,.,.,„ _ ;n PATIENT PATIENT p >I'IEL_._. __. MEDI OVJ ROOM ROOM " ROOM (D� 1 u�: ` I �-SEMI-PRivATE h O SEMI -PRIVATE PATIENT OFFICE PATIENT a ROOM , ROOM DRIVE WAY / PARKING LOT 1 PHASE 6 - - VINETAT MECH. O I 45 ELEC I ft i nT. p I45 E PI E LPATIF;?IT� 1. �. I. MM_ 1i00M' RI r. LL WY PAT OOM.. LAUNDRY SOILED STORAGE LINEN ! PRIVATE SORTING—]PAT1eNT U OURI ED RO ECHANICAL FE• NOOM R FE MECH 04 L TEM 04 <_ x FOLDING. 14PRIVATE HOLDING NG 31' ROOM D 45 EVS P TIENT NURSES STATION / EVS Lr ® D ® SMOKE COMP TM 1 - D ® O ices _ 4) SMOKE COMPARTMENT 1B: 9,720 ` ~ D O t� N s- c� SEMI I T. RI HOWE PRIVATE ® STORAGE PRIVATE I OAT1E T I PATIENT ROOM STAFF . ' ROD` LOUNGE SEMI P IVATI'.. , P TIENT T. D) C t LT SEMI PRIVATE PATIENT _ ROOM OFFICE - TF CRA-8 OD - L PHYSICAL THERAPY <n �I OFFICE 08 I ROOK FE STORAGE PHASE 7 OS OEM PHASE 4 - FREEZER COOLER SEMI 111T. D EMI , UNDER i RATIEMT , P IVAT i R0 . _i i _ P�iT1EN� I ROOM' +OD CONSTRUCTION SEMI -' SEMI 09 1? IVATE_ CD) P IVATE.,. T.IZ b TI I TIE' 09 P 1l _ T j P ITT i ~ ry KITCHEN / \ ! OOM r (loom 'j - SOILE T T -MVATE �fl7 -J STORAG © UTILIT 0 SEMI SEMI SEMI SEMI SEMI D D O P TIE -PRIVATE PRlVA7 PRIVATE P.RIVA P TIENT L1PA70IENT PAT�IZ , PAATT� PATS I ADMISSIONS CHAPEL OFFICE If ® s 4 WORKROOM _ J RECEPTI6W, ( STOR. �p ^� MAIN LT. T LT. R ?HOP LOBBY STOR. OFFICE i CONFERENCE 0 PVT.I� OFFICE OFFICE O DINING ROOM O U-(12 r - 67 SMOKE COMPARTMENT 1 E-1 S MI PRNA 5,460 SF PATIENT _ _SEMI -PRIVATE -- --- ------ - -- __ OOM PATIENT ROOM I I IF �� SEMI -PRIVATE k D SEMI-PRIVAT PATIENT A ! L PATIENT SC 1A-1 O LL ROOM _,p �6' tROOM - I 21,440 SF gl I u) o -�"�'- - { I LL PRIV TE 7 IVATE jry I C-S PATIENT - --1 PdTIRNT 0 - RCOM � FE ROOM ❑ ❑ Cn OILED CLEAN LOIN OLDIN "" PRIVATE bRIVATE PATIENT l'ROOMT f�00M SEMI-PRNATE SEMI-PRIVAT PATIENT #1 ROOM PATIENT ROOM 0 I ;' SEMI -PRIVATE SEMI -PRIVATE-•-, - PATIENT 451 PATIENT ROOM ROOM PHASE 2 KEY NOTES INTERIM LIFE SAFETY CALCULATIONS 01 DINING/ACTIVITY/SOCIAL SPACE PROVIDED (PER FBC 450.3.5.1) _ PHASE 1 UNDER CONSTRUCTION - ACTUAL SQ FT REQUIRED SQ FT 02 _ _ NOURISHMENT ROOM PROVIDED (PER FBC 450.3.4.1.6) 102 BEDS AVAILABLE ACTIVITY 1M 35 SF/PERSON = 3,696 SQ FT = 3,570 SQ FT 03 TEMPORARY RECEPTION ROOM PROVIDED (PER FBC 450.3.7.2) 04 SOILED HOLDING & CLEAN HOLDING (PER FBC 450.3.4.1.2) DINING (MIN. OF 20 = 2,280 SQ FT SF/PERSON) = 2,040 SQ FT 05 NURSE STATION AND MEDICATION ROOM PROVIDED (PER FBC 3.4.1.5 & 3.4.1.1) PHASE 2 UNDER CONSTRUCTION -101 BEDS AVAILABLE 06 PROVIDE TEMPORARY EXIT SIGN ACTIVITY @ 35 SF/PERSON = 3,737 SQ FT DINING ROOM (MIN. OF 20 = 2,466 SQ FT SF/PERSON) PHASE 3 UNDER CONSTRUCTION -101 BEDS AVAILABLE = 3,535 SQ FT = 2,020 SQ FT 08 OUTPATIENT PT WILL BE SCHEDULED @ A NEARBY FACILITY DURING CONSTRUCTION 09 CONFIRM EXISTING 4 HOUR FIRE RATED WALLS ARE ALSO SMOKE TIGHT. IF NEEDED, UPGRADE AS REQ'D TO MEET SMOKE COMPARTMENTS REQUIREMENTS 10 11 SMOKE COMPARTMENT 1A-1 SHALL BE MODIFED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) SMOKE COMPARTMENT 1D-1 SHALL BE MODIFIED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) ACTIVITY @ 35 SF/PERSON = 3,561 SQ FT = 3,535 SQ FT DINING ROOM (MIN. OF = 2,305 SQ FT 20SF/PERSON) - PHASE 4 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,515 SQ FT = 2,020 SQ FT = 3,500 SQ FT 12 TEMPORARY INPATIENT PHYSICAL THERAPY LOCATION T N0 ROOM (MI -NO F = 2,466 SQ FT = 2,000 SQ FT 20SF/PERSON) PHASE 5 UNDER CONSTRUCTION -101 BEDS AVAILABLE ACTIVITY 0 35 SF/PERSON = 3,638 SQ FT = 3,535 SQ FT DINING ROOM (MIN. OF = 2,642 SQ FT = 2,020 SQ FT 20SF/PERSON PHASE 6 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,268 SQ FT = 3,500 SQ FT DINING ROOM (MIN. OF = 2,642 SQ FT = 2,000 SQ FT 20SF/PERSON) PHASE 7 UNDER CONSTRUCTION -113 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,053 SQ FT = 3,955 SOFT DINING ROOM (MIN. OF = 2,384 SQ FT = 2,260 SQ FT 20SF/PERSON) 111 ROOM STORAGE C RA6 O LT r R LT Tj LT T M 1 L IOZCOMPAR MENT 1A-1 N 1 2 0 SF O O T�TO EXIT 4 v 10 O MED OWE LJ !ITL II ROOM ROOM RM TLT R EA OILE T R TLT R 1-01, LEA i OLDI LOIN �" CHART. (((JJJ7ILITY SEMI PRIVATE PRIVATE \\ \\ PATICE�NAT FED 7 L D 0 IROOMJ L J T U I - EN RO TLT R IVATEJPATIENT� RI4TE PATEN I_- L OROOM ROOM D SEMI SEMI ORA E PRIVATE _ _PRIVATE_ PANT- ►J� P TIE nnu ��SEM ' � Room I I I SE11A1 FIIRIVA PRIVATE" PATIENT PATIENT ROOM _ ___i ROOM I TAT I T7 R TLT RM SEMI, �SE 1 L NT : PAlIVlAT ROOM ROOM Li ?4 4 acloM �_ TVT-R FE Rbo�l TtT , I ISE I � I -- I $ j PI�VATE PRIVATE P114T E - P IE ROOM O T�, If 1 ',:LT: 1 _ TLTrzi ^t_ I I r I J S6PM1 I YAT PATIENT RIVAT PATIENT i Off [45� E PHASE 5 INTERIM LIFE SAFETY PLAN - PHASE 4 1 GENERAL NOTES A GENERAL CONTRACTOR WILL ENSURE THAT ALL MEANS OF EGRESS ARE ALWAYS CLEAR OF OBSTRUCTIONS, ANY DISRUPTION TO REGULAR MEANS OF EGRESS WILL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE OWNER. - B THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR POSTING TEMPORARY SIGNAGE IN THE WORK AREA HIGHLIGHTING ANY CHANGES TO REGULAR LIFE SAFETY ROUTES AND - PROVIDING SAFE ALTERNATE MEANS OF EGRESS- COORDINATE WITH OWNER. C THE GENERAL CONTRACTOR WILL HAVE A FULL TIME SUPERVISOR ON SITE DURING CONSTRUCTION. THE GENERAL CONTRACTOR WILL ALSO PROVIDE A FIRE WATCH AT THE AUTHORITY HAVING JURISDICTION'S REQUEST. D ANY WORK THAT COULD DISRUPT NORMAL MEANS OF EGRESS WILL BE PERFORMED AT NIGHT TIME HOURS WHEN THERE IS NO PATIENT TRAFFIC. E ACCESS TO EMERGENCY TREATMENT AREAS WILL BE FREE AND UNOBSTRUCTED AT ALL TIMES. ACCESS TO BUILDING ENTRANCES, FIRE DEPARTMENT CONNECTIONS, MEDICAL GAS SYSTEM ACCESS POINTS, AND FIRE OR OTHER EMERGENCY EQUIPMENT ACCESS ROADWAYS WILL ALSO BE FREE AND UNOBSTRUCTED AT ALL TIMES- F FIRE ALARM DETECTION AND SUPPRESSION SYSTEMS WILL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. WHEN CONSTRUCTION REQUIRES THAT A FIRE ALARM DETECTION OR SUPPRESSION SYSTEM BE DISABLED FOR ANY PERIOD OF TIME, A TEMPORARY BUT EQUIVALENT SYSTEM OR PLAN WILL BE PROVIDED BY THE GENERAL CONTRACTOR, INCLUDING, BUT NOT LIMITED TO A FIRE WATCH. G TEMPORARY CONSTRUCTION PARTITIONS WILL BE CONSTRUCTED TO ASSURE THAT SMOKE, DUST, AND INFECTIOUS DISEASES ARE NOT TRANSMITTED. THESE PARTITIONS WILL BE CONSTRUCTED AS SHOWN ON SHEET D5.01. H ALL EXIT SIGNAGE WILL REMAIN IN OPERATION AND VISIBLE DURING CONSTRUCTION. ANY SIGNAGE AFFECTED BY NEW CONSTRUCTION OR TEMPORARY WORK OR NOT VISIBLE DUE TO CONSTRUCTION WILL BE SUBSTITUTED BY THE GENERAL CONTRACTOR WITH A TEMPORARY EQUIVALENT SIGNAGE TO ENSURE LIFE SAFETY. I THE OWNER WILL PROVIDE AND GENERAL CONTRACTOR WILL PERFORM ANY ADDITIONAL INTERIM LIFE SAFETY PLANS AS REQUIRED. J PROVIDE WALK OFF MATS AT ALL CONSTRUCTION ENTRANCES/EXITS AND AT ICRA ENTRANCES. TYPICAL OF ALL PHASES OF CONSTRUCTION. U_ U) O 4 s LIFE SAFETY LEGEND ■ x EXIT SIGN I studio FIC- HORN - STROBE - HORN/STROBE 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 7F California I Florida PULL STATION PENINSULA ENGINEERING, INC OSMOKE DETECTOR MEP&FP2016 ALDEN ROAD ORLANDO FL 32803 FIRE EXTINGUSHER CABINET P: 407.246.1688 FVC FIRE VALVE CABINET LBA INTERIORS EXIT EGRESS CAPACITY: XX INTERIOR DESIGN Ex__x_ CAPACITY IN INCHES 5650 DTC PARKWAY SUITE 100 DEAD END CORRIDOR ENGLEWOOD, CO 80111 •�••••�•��• - P:303.773.0436 4iiiiiiiiw COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT (SC) TRAVEL DISTANCE TO EXIT 1 HR RATED WALUPARTITION 1 HR RATED SMOKE BARRIER HR RATED WALUPARTITION 2 HR RATED SMOKE BARRIER 3 HR RATED WALUPARTITION _. 4 HR RATED WALUPARTITION REVISIONS: 4 HR RATED SMOKE BARRIER FIRE SMOKE WALUPARTITION SCOPE OF WORK - UNDER CONSTRUCTION SCOPE OF WORK - FUTURE WORK - NOT UNDER CONSTRUCTION SCOPE OF WORK - NOT UNDER CONSTRUCTION ------------- REQ'D SUPPORT SPACES PER PHASE 1 " = 20'-0" SMOKE COMPART. & FIRE SECTIONS LEGEND KEY PLAN (N.T.S.)- ® FIRE SECTION 1A � NOT IN SCOPE AREA OF WORK PROJECT NORTH TRUE N Q-) c ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 F Flo� 0 P ERF /O CO 10 A V J, AR97653 = �F 0" �� v lc/STEREO A(ZG�\�� P CT TITLE: RHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY - - -- PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: -� FLTSP16003 PH4 I -� ISSUED DATE: 12/16/2016 SHEET TITLE: INTERIM LIFE SAFETY PLAN - PHASE 4 L S2 m 14 I OVA a� J L.LI I z LL _ N I__ U)I- Z W Q J I- Z w 0 0 CV 4 Ea_ I oIt 0 O c �:? Q)(c) L O a� N Tn U cV w Tn LL 06 U LMI-PRIVATE » SEMI-PRIVATE1 � PATIENT 1 ROOM k ROOM PRIVATE PRIVATE r PATIENT PATIENT 1 4; ROOM ROOM --� SEMI -PRIVATE PATIENT `` d ROOM LL -..� , 4 �-�NOT OCCUPIED OD 17 { U) ��.HOWE a SEMIPRIVATE 1 c PATIEM"I" PRIVATE PRIVATE ROOM I PATIENT PATIENT tlll � ROOM ROOM Q+ SEMI-PR,vATF SEMIPRIVATE PATIENT PATIENT r 1200M ROOM SMOKE COMPARTMENT 1E-1 5,460 SF RESIDENT STORAGE - DRIVE WAY / PARKING LOT Ak SC 1A-2 Yowl-is 9,720 SF PHASE 6 LT -� 45 TLTI $EMI - I uRM l, PLL ATIENT Room ._..._. - #,AdVf1EN a I hE ROOM 45 LL LAUNDRO SOILED SEMI -PRIVATE cV LINEN STOR. n WED MECH PATIENT Q O SORTIN �RIgATE \l ROOM ROOM f` FE • MECH. PATENT FE ® U O ,ROOM AM �1 _ N , FE* 61iE � O to 04 i OLDIN TLT _ '� CLEAN MECH FOLDING ® USEKEEPt G RRI TE " D SUPPLY ROOM ��{{qq N RSES fIAT1ENT r 45,, I 45 ROOM s TION r vs. PHASE 3 2,070 SF r TO MECH. i 45 ELEC. 0 SEMI -PRIVATE -- - PATIENT �- - � ® SMOKE COMPARTMENT 18: 9,720 SF t• ROOM I CDD] ___, QO �o SMOKE COMPARTMENT to-2 O ® ® O O ®�D _Lf59Yt'LT.1a. CY ( �L1� SEMI-PRIVATL aM TLT SEMI•PRIVATI n PATIENT OD PATIENT LA MIROOM ROOM_j®TE PATIENT ^� STORAGE I L) ST I PATIENT ROOM I�I ,.,Poa� .. LOUNGE -.. - h W SEMI PRIVATE SEMI-PRIYATE f PATIENT F PATIENT O 1 Et�l D ROOM o Room PRIVATE (D} PRIVATE U FE ® PHASE 7 I ATIENT TLT PATIPNT f I U) rH P R TILT,RM d Iwill Y SEMI-PRIVAT( O SEMI -PRIMATE i- FREEZER COOLER LLI STORAGE k �iT Ij I I PATIENT PATIENT ; SSEI�I EA ! . ROOM 1 N Poor ....d I _,I PRIVATE PRIVATE PATIENT PATIENT 09 ROOM 09 SEMI -PRIVATE SEMI -PRIVATE SEMI SEMI PRIVATE _"IE NT (j O IY NURSES STATION )�?IVATE s L ENT --- MED O )M - .. ROOM Di it C O F�M O AD ADL OFFICE r I TL KITCHEN.' OFFICE t! FF- CHARTING COO) PHYSICAL THERAPY I PHASE 4 PAT] ENT PATIENT I NILT MWOM 10Milk PRIVATE RIME PRIVATE 1 PATIENT PATIENT PATIENT PATIENT ROO FMI 'Yi IN TLT RN TIT RM •� 0 • r----- \ I BEAL) 1) a FE �I aROOM o IT =RM . �,. �, �� R • a a .. • I j Lj I I _ � 1 \I�RIVATE SEMI PRIVATE PATIENT PATIENT NIPATIENT I 5_ SEMI -PRIVATE D PATIENT S EMI=PRI VAT L PATIENT p O ROOM 86'•3^ ROOM LPL � I:'.:.i I PRIV TE 6 I_ _ 1 P IVATE U (PATIENT PATIENT ' ROOM OFE ROOM SOILED' 'CLEAN LDIN OLDIN PRIVATE PRIVATE PATIENT PATIENT 3 ROOM a �D� 00M SEMI-PFIIVATE SEMI -PRIVATE ; PATIENT PATIENT O - i ROOM( R. SEMI -PRIVATE SEMI -PRIVATE PATIENT 45 r PATIENT ROOM._ ROOM .. ...P:. 7- z=, PHASE 2 OFFICE rFFI0E KEY NOTES INTERIM LIFE SAFETY CALCULATIONS 01 DINING/ACTIVITY/SOCIAL SPACE PROVIDED (PER FBC 450.3.5.1) PHASE 1 UNDER CONSTRUCTION - ACTUAL SQ FT REQUIRED SQ FT 02 NOURISHMENT ROOM PROVIDED (PER FBC 450.3.4.1.6) 102 BEDS AVAILABLE 04 SOILED HOLDING & CLEAN HOLDING (PER FBC 450.3.4.1.2) ACTIVITY 0, 35 SF/PERSON = 3,696 SO FT = 3,570 SO FT 05 NURSE STATION AND MEDICATION ROOM PROVIDED (PER FBC 3.4.1.5 & 3.4.1.1) DINING (MIN. OF 20 = 2,280 SO FT = 2,040 SO FT 06 PROVIDE TEMPORARY EXIT SIGN SF/PERSON) 08 SERVICES PROVIDED ON AS NEEDED BASIS IN RESIDENT ROOMS PHASE 2 UNDER CONSTRUCTION -101 BEDS AVAILABLE - 09 CONFIRM EXISTING 4 HOUR FIRE RATED WALLS ARE ALSO SMOKE TIGHT. IF NEEDED, ACTIVITY @ 35 SF/PERSON = 3,737 SO FT = 3,535 SO FT UPGRADE AS REQ'D TO MEET SMOKE COMPARTMENTS REQUIREMENTS DINING ROOM (MIN. OF 20 = 2,466 SO FT = 2,020 SO FT 10 SMOKE COMPARTMENT 1A-1 SHALL BE MODI FED TO COMPLY WITH NPFA 2012 19.3.6.1 SF/PERSON) (1) PHASE 3 UNDER CONSTRUCTION -101 BEDS AVAILABLE 11 SMOKE COMPARTMENT 1 D-1 SHALL BE MODIFIED TO COMPLY WITH NPFA 2012 19.3.6.1 ACTIVITY @ 35 SF/PERSON = 3,561 SO FT = 3,535 SO FT (1) DINING ROOM (MIN. OF = 2,305 SO FT = 2,020 SO FT 12 ITEMPORARY PUBLIC TOILET ROOM 20SF/PERSON) 13 ITEMPORARY CONFERENCE ROOM USED AS AN AS NEEDED BASIS ONLY PHASE 4 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,515 SO FT -= = 3,500 SO FT DINING ROOM (MIN. OF 2,466 SO FT = 2,000 SO FT 20SF/PERSON) PHASE 5 UNDER CONSTRUCTION -101 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,638 SO FT = 3,535 SO FT DINING ROOM (MIN. OF = 2,642 SO FT = 2,020 SO FT 20SF/PERSON PHASE 6 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,268 SO FT = 3,500 SO FT DINING ROOM (MIN. OF = 2,642 SO FT = 2,000 SO FT 20SF/PERSON) PHASE 7 UNDER CONSTRUCTION -113 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,053 SO FT = 3,955 SQFT DINING ROOM (MIN. OF = 2,384 SO FT = 2,260 SO FT 20SF/PERSON) IT ©a _CONFERENCE ROOOj�MM O Q ' V 67 FIRE ALARM CONTROL PANEL I I I I I I I I I I I I I SC 1A-1 21,440 SF I I I I I I ❑ ❑ L-.. ______-_J GENERAL NOTES RECEPTION (r - - Ip 06 II STOR 08 �` AFF G I I I (4) 56y1PRIVATE u PATIENT R QM..-•_. C II LJI I P7, SEMI PRIVAT SEMI PRIVATE PATIENT ROOK li d ROOM . ATIENT ' PATIENT ;c T TLT R ROOM' RIX" - TLT Room 05 - , SEMI,_.. __.-.11 _._ SEMI - I'RIVAFt._...-,-.'' _ IiRIVATi .-I; PATIENT PATIENT ROOM L 13'i F ROOM ELEC 'I SEMIP"E PATIENT ROOM r---� LT - T SEMI PRIVAT PATIPIN =I I FE Y- PATIEVOT CORRIDOR �- - 7 - SEMI PRIVATE Co% I F LT R - TLT_( TI R SEMI PRIVATE SEMI PRIVATE PATIENT ROOM 11 ROOM _PATIENT PHASE 5-UNDER CONSTRUCTION Al INTERIM LIFE SAFETY PLAN - PHASE 5 1 A GENERAL CONTRACTOR WILL ENSURE THAT ALL MEANS OF EGRESS ARF ALWAYS CLEAR OF OBSTRUCTIONS. ANY DISRUPTION TO REGULAR MEANS OF EGRESS WILL BF COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE OWNER. B THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR POSTING TEMPORARY SIGNAGE IN THE WORK AREA HIGHLIGHTING ANY CHANGES TO REGULAR LIFE SAFETY ROUTES AND PROVIDING SAFE ALTERNATE MEANS OF EGRESS- COORDINATE WITH OWNER. C THE GENERAL CONTRACTOR WILL HAVE A FULL TIME SUPERVISOR ON SITE DURING CONSTRUCTION. THE GENERAL CONTRACTOR WILL ALSO PROVIDE A FIRE WATCH AT THE AUTHORITY HAVING JURISDICTION'S REQUEST. D ANY WORK THAT COULD DISRUPT NORMAL MEANS OF EGRESS WILL BE PERFORMED AT NIGHT TIME HOURS WHEN THERE IS NO PATIENT TRAFFIC. E ACCESS TO EMERGENCY TREATMENT AREAS WILL BE FREE AND UNOBSTRUCTED AT ALL TIMES. ACCESS TO BUILDING ENTRANCES, FIRE DEPARTMENT CONNECTIONS, MEDICAL GAS SYSTEM ACCESS POINTS, AND FIRE OR OTHER EMERGENCY EQUIPMENT ACCESS ROADWAYS WILL ALSO BE FREE AND UNOBSTRUCTED AT ALL TIMES. F FIRE ALARM DETECTION AND SUPPRESSION SYSTEMS WILL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. WHEN CONSTRUCTION REQUIRES THAT A FIRE ALARM DETECTION OR SUPPRESSION SYSTEM BE DISABLED FOR ANY PERIOD OF TIME, A TEMPORARY BUT EQUIVALENT SYSTEM OR PLAN WILL BE PROVIDED BY THE GENERAL CONTRACTOR, INCLUDING, BUT NOT LIMITED TO A FIRE WATCH. G TEMPORARY CONSTRUCTION PARTITIONS WILL BE CONSTRUCTED TO ASSURE THAT SMOKE, DUST, AND INFECTIOUS DISEASES ARE NOT TRANSMITTED. THESF PARTITIONS WILL BE CONSTRUCTED AS SHOWN ON SHEET D5.01. H ALL EXIT SIGNAGE WILL REMAIN IN OPERATION AND VISIBLE DURING CONSTRUCTION. ANY SIGNAGE AFFECTED BY NEW CONSTRUCTION OR TEMPORARY WORK OR NOT VISIBLE DUE TO CONSTRUCTION WILL BE SUBSTITUTED BY THE GENERAL CONTRACTOR WITH A TEMPORARY EQUIVALENT SIGNAGE TO FNSURE LIFE SAFETY. I THE OWNER WILL PROVIDE AND GENERAL CONTRACTOR WILL PERFORM ANY ADDITIONAL INTERIM LIFE SAFETY PLANS AS REQUIRED. J PROVIDE WALK OFF MATS AT ALL CONSTRUCTION ENTRANCES/EXITS AND AT ICRA ENTRANCES. TYPICAL OF ALL PHASES OF CONSTRUCTION. LIFE SAFETY LEGEND EXIT SIGN LA ED,_ FN HORN STROBE -HORN/STROBE 1E PULL STATION SMOKE DETECTOR FIRE EXTINGUSHER CABINET -FVIC FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX xx CAPACITY IN INCHES DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT (SC) TRAVEL DISTANCE TO EXIT 1 HR RATED WALUPARTITION 1 HR RATED SMOKE BARRIER *6 2 HR RATED WALUPARTITION -----.-- - 2 HR RATED SMOKE BARRIER 3 HR RATED WALUPARTITION 4 HR RATED WALUPARTITION _ _yr 4 HR RATED SMOKE BARRIER -- FIRE SMOKE WALUPARTITION SCOPE OF WORK - UNDER CONSTRUCTION SCOPE OF WORK - FUTURE WORK - NOT UNDER - CONSTRUCTION SCOPF OF WORK - NOT UNDER CONSTRUCTION ------------- REQ'D SUPPORT SPACES PER 1 PHASE 1 " = 20'-0" SMOKE COMPART. & FIRE SECTIONS LEGEND KEY PLAN (N.T.S.)- FIRE SECTION 1A F7771 NOT IN SCOPE AREA OF WORK PROJECT NORTH TRUE NORTH studio 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 F F057 �Q = v_ • Q it to J, AR97653 = O/, .�'>> c, RED AR P O & TITLE: ZE HJl RHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: INTERIM LIFE SAFETY PLAN - PHASE 5 LS2m15Cc� 2016 Studio+ z J LLI 0 U) z N U) z LU 0 Q J F- z W 0 Co CD CD N U) C N � Ea U CD OLn 0 O C co U) (D N (f)rn e UN U LL In C/) CD IL 06 U U) 1 45 SEMI CV LL PRIVATE Q PATIENT O RESIDENT ROOM U p STORAGE N FE• D �p) CT D) OLDIN ?EAN J PLY ECH. [45] SEMI J . � PRIVATE -WON" " F PATIENT ROOMO SEMI SEMI PRIVATEOr-PRIVATE PATIENT PATIENT ROOM ROOM EMERGENCY POTABLE WATER STORAGE SHED �DRIVE WAY / PARKING LOT SC 1A-2 2,070 SF I MECH. ELEC. SOILED j I STOR. LINEN FE• a:. ��LAUNIDWnY MECH. FOLDING ROOM (p ["USEKEEF I I SMO�COMPARTM��1�2-j-r--� 2,070SF IIICRA- 1 .. p' F STORA( -'011�EXISTING STAFF �p� ®� LOUNGE SEMI U1 SEMI' - PRIVATE t PRIVATE © F T PATIENT a PATIENT ROOM ROOM p O FR FE w SEMI gTORAGE EEZER COOLER SEMI PRIVATE U) PRIVATE PATIENT PATIENT ROOM ROOM 09 SEMI -PRIVATE c SEMI SEMI PATIENT EM4PRIVATE O EXISTING KITCHEN ROOM ; PATIENT PRIVATE D PRIVATE ROOM PATIENT PATIENT p j ROOM ® ROOM 7 N :0000OZ O SEMI RM PRIVATE F PATIENT ROOM PRIVATE I(D) -LEAN TI LIT PATIENT F EELL ROOM M LT PRIVATE _ N RSE1 PATIENT S TIOI ROOM / SMOKE COMPARTMENT 1B: 9,720 SF U Y SEMI L M PRIVATE PATIENT ROOM / 9 EMIT ` O 1, ROOM R TL SEMI M PRIVATE PATIENT ROOM r \ SEMI PRIVATE p O PATIENT i ", I" J RECORD i PRIVATE PRIVATE p SOILED { PAIIENi PATIENT' I' SEM!-PRIVATE OFFICES UTILITY 1 - ROOM Room • PfgTIENT SEMI-PRNAT'E DOOM OUIPMEN CL { PATIENTSTORAGEUTW EXISTING ROOM j> p OFFICE r HOWE - I- L 4E> NOT OCCUPIED r - „ L _._. ..-......�. _._ 117 9 7�YE TTOO SSCC \p�C j'''` d"- "� ® iei O F E (p) _ I : HOWE L _ J STORAGE WORKROOM O ;TO ` BEAUTTD 1 L' !!! n I}� NURSES LOBBY LT fRLf� SALO + �"' STATION RECEPTION SEMI -PRIVATE TO { PATIENT PRIVATE PRIVATE SEMI PRIVATE! FE9 ) / 1 ROOM g c P TIENT' OFFICE '�""' � PATIENT PATIENT I D [7, ROOM ROOM II OM I-- (j�� i _ `% O d ONFERENCE ROOM EXISTING EXISTING U (D i OFFICE OFFICE J IQ ' OD SEMIPRIVATE SEPATIENATF OFFICE O / PATIENT - ROOM ROOM ue I671 FIRE ALARM CONTROL SMOKE COMPARTMENT 1E-1 PANEL 5,460 SF \MI PATIENT SEMI PATIENT PRI TE ROOM ( PRIVATE ROOM j I � OD I I I I !-- SEMI PATIENT SEMI PATIENT ; I SC 1ALL -1 RIVATE ROOM L PRIVATE ROO I I 6 21,440 SF LL CD V CO P IENT C7 PATIENT- PRIVATE r� U PRIVATE FE ROOM I u ROOM I I \ OILE CLEAN - OL IN HOLDIN PATIENT ATIENT PRIVA PRIVATE - ROOM ROOM r - w� t_p O I SEMI PATIENT SEMI PATIENT PRIVATE RIVATE ROOM ROOM - ® TLT RM SEMI PATIENT SEMI PATIENT PRIVATE ROOM PRIVATE ROOM KEY NOTES INTERIM LIFE SAFETY CALCULATIONS 01 DINING/ACTIVITY/SOCIAL SPACE PROVIDED (PER FBC 450.3.5.1) PHASE 1 UNDER CONSTRUCTION - ACTUAL SQ FT REQUIRED SQ FT 02 NOURISHMENT ROOM PROVIDED (PER FBC 450.3.4.1.6) 102 BEDS AVAILABLE 04 SOILED HOLDING & CLEAN HOLDING (PER FBC 450.3.4.1.2) ACTIVITY 0 35 SF/PERSON = 3m696 SQ FT _ DINING (MIN. OF 20 = 2,280 SQ FT SF/PERSON) PHASE 2 UNDER CONSTRUCTION -101 BEDS AVAILABLE = 3,570 SQ FT = 2,040 SQ FT 05 NURSE STATION AND MEDICATION ROOM PROVIDED (PER FBC 3.4.1.5 & 3.4.1.1) 06 PROVIDE TEMPORARY EXIT SIGN 09 CONFIRM EXISTING 4 HOUR FIRE RATED WALLS ARE ALSO SMOKE TIGHT. IF NEEDED, UPGRADE AS REQ'D TO MEET SMOKE COMPARTMENTS REQUIREMENTS ACTIVITY @ 35 SF/PERSON = 3,737 SQ FT = 3,535 SQ FT 10 SMOKE COMPARTMENT 1A-1 SHALL BE MODIFIED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) DINING ROOM (MIN. OF 20 = 2,466 SQ FT SF/PERSON) = 2,020 SQ FT PHASE 3 UNDER CONSTRUCTION -101 BEDS AVAILABLE 11 SMOKE COMPARTMENT 1 D-1 SHALL BE MODIFED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) ACTIVITY @ 35 SF/PERSON = 3,561 SQ FT DINING ROOM (MIN. OF = 2,305 SQ FT = 3,535 SQ FT = 2,020 SQ FT _ -- - 20SF/PERSON) PHASE 4 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,515 SQ FT = 3,500 SQ FT DINING ROOM (MIN. OF = 2,466 SQ FT = 2,000 SQ FT 20SF/PERSON) PHASE 5 UNDER CONSTRUCTION -101 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,638 SQ FT = 3,535 SQ FT DINING ROOM (MIN. OF = 2,642 SQ FT = 2,020 SQ FT 20SF/PERSON PHASE 6 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,268 SQ FT DINING ROOM (MIN. OF = 2,642 SQ FT = 3,500 SQ FT = 2,000 SQ FT 20SF!PERSON) PHASE 7 UNDER CONSTRUCTION -113 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,053 SQ FT = 3,955 SQFT DINING ROOM (MIN. OF = 2,384 SQ FT = 2,260 SQ FT 20SF/PERSON) ROOM SC 1B-1 9,720 SF SEMI: PRIVAE PATIENT ' ROOM MED ROOM I MECH. ' T1ET f7i ADL OFFICE KITCHEN OFFICE 451 , FL ® F.. ICRA-111 ®,,.- -._.._ PHYSICAL THERAPY SEMI 06. PRIVATE PATIENT ROOM SEMI, PRIVATE arm►. PATIENT / DC' ROOM SEMI I D PRIVATE p ROOM _ 09 SEMI PRIVATE / Q9 PATIENT Room D OSEMI SEMI SEMI SEMI OFFICE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PATIENT PATIENT PATIENT PATIENT PATIENT PATIENT rN�DUR��HM# '4'1ROOM ROOM ROOM ROOM ROOM ROOM U LIVING OFFICE C21 - - .-- J ROpM O T RM TLT RM i T� -TLT R L7 RM L.., LT', ... ,.. / \ . 10 s SMOKE COMPARTMENT 1A-1 O ® FE O O 14 21,440 SF IA i J.C. T RM TLT LEA OILED T TLT R SOILED aISHO / ROOM '� FE ] SEMI PRIVATE ��`T PATIENT -� �!�/ WE M 'S ROOM TLT R _..', O 05 SEMI PRIVATE PATIENT AFF�tL ROOM Di ELEc v SEMI PRIVATE SEMI PRIVATE PATIENT ROOM PATIENT ROOM TI RM I TkT R LT 12M I LT - PRIVATE NJ Rrnu SEMI PRIVAT ti S _ _ i i TLiLRM T ATE PATIE RIVATE PATIEN, ROOM ROOM SOILE C VATE PATIE NATE PATIEN ROOM FLO ROOM TLfr RM TLT A II�j PRIVATE - CO ]DR SEMI PRIVATE NT ROOM PATIENT ROOM TLrRM I I LT TLT SEMI PRIVATE 451 SEMI PRIVATE PATIENT ROOM PATIENT ROOM LDI LDIN PRIVATE PRIVATE PATIENT PATIENT ROOM ROOM SEMI PRIVATE PATIENT ROOM SEMI PRIVATE T RIN PATIENT T RMj ROOM � d U U) O tV LL U) O s LIFE SAFETY LEGEND 1 EXIT SIGN EKLD- Eu, HORN - STROBE - HORN/STROBE IF PULL STATION OD SMOKE DETECTOR FIRE EXTINGUSHER CABINET FVC FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX xx CAPACITY IN INCHES •��• DEAD END CORRIDOR GOOD GOOD 400b ONED GOOD COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT (SC) TRAVEL DISTANCE TO EXIT 1 HR RATED - WALL/PARTITION -- 1 HR RATED SMOKE BARRIER 2 HR RATED WALL_/PARTITION 2 HR RATED SMOKE BARRIER _ 3 HR RATED WALUPARTITION 4 HR RATED - WALUPARTITION 4 HR RATED SMOKE BARRIER FIRE SMOKE v� WALL/PARTITION SCOPE OF WORK - UNDER CONSTRUCTION SCOPE OF WORK - FUTURE WORK - NOT UNDER CONSTRUCTION SCOPE OF WORK - NOT UNDER CONSTRUCTION ------------- REQ'D SUPPORT SPACES PER PHASE INTERIM LIFE SAFETY PLAN - PHASE 7 1 1 " = 20'-0" GENERAL NOTES SMOKE COMPART. & FIRE SECTIONS LEGEND KEY PLAN (N.T.S.): A GENERAL CONTRACTOR WILL ENSURE THAT ALL MEANS OF EGRESS ARE ALWAYS CLEAR OF OBSTRUCTIONS. ANY DISRUPTION TO REGULAR MEANS OF EGRESS WILL BE FIRE SECTION 1A COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE OWNER. ® NOT IN SCOPE B THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR POSTING TEMPORARY SIGNAGE IN THE WORK AREA HIGHLIGHTING ANY CHANGES TO REGULAR LIFE SAFETY ROUTES AND AREA OF WORK PROVIDING SAFE ALTERNATE MEANS OF EGRESS- COORDINATE WITH OWNER. _ C THE GENERAL CONTRACTOR WILL HAVE A FULL TIME SUPERVISOR ON SITE DURING SC CONSTRUCTION. THE GENERAL CONTRACTOR WILL ALSO PROVIDE A FIRE WATCH AT THE AUTHORITY HAVING JURISDICTION'S REQUEST. 1A-2 D ANY WORK THAT COULD DISRUPT NORMAL MEANS OF EGRESS WILL BE PERFORMED AT SC & FS SC & FS _ 1 C-1 1 B 1 NIGHT TIME HOURS WHEN THERE IS NO PATIENT TRAFFIC. E ACCESS TO EMERGENCY TREATMENT AREAS WILL BE FREE AND UNOBSTRUCTED AT ALL TIMES. ACCESS TO BUILDING ENTRANCES, FIRE DEPARTMENT CONNECTIONS, MEDICAL GAS SYSTEM ACCESS POINTS, AND FIRE OR OTHER EMERGENCY EQUIPMENT ACCESS 71 ROADWAYS WILL ALSO BE FREE AND UNOBSTRUCTED AT ALL TIMES. F FIRE ALARM DETECTION AND SUPPRESSION SYSTEMS WILL BE MAINTAINED IN GOOD SC & F SC 1A 1 WORKING ORDER AT ALL TIMES. WHEN CONSTRUCTION REQUIRES THAT A FIRE ALARM 1E-1 DETECTION OR SUPPRESSION SYSTEM BE DISABLED FOR ANY PERIOD OF TIME, A TEMPORARY BUT EQUIVALENT SYSTEM OR PLAN WILL BE PROVIDED BY THE GENERAL CONTRACTOR, INCLUDING, BUT NOT LIMITED TO A FIRE WATCH. G TEMPORARY CONSTRUCTION PARTITIONS WILL BE CONSTRUCTED TO ASSURE THAT SC & FS SMOKE, DUST, AND INFECTIOUS DISEASES ARE NOT TRANSMITTED. THESE PARTITIONS 1 D-1 WILL BE CONSTRUCTED AS SHOWN ON SHEET D5.01. - H ALL EXIT SIGNAGE WILL REMAIN IN OPERATION AND VISIBLE DURING CONSTRUCTION. ANY SIGNAGE AFFECTED BY NEW CONSTRUCTION OR TEMPORARY WORK OR NOT VISIBLE DUE TO CONSTRUCTION WILL BE SUBSTITUTED BY THE GENERAL CONTRACTOR WITH A TEMPORARY EQUIVALENT SIGNAGE TO ENSURE LIFE SAFETY. I THE OWNER WILL PROVIDE AND GENERAL CONTRACTOR WILL PERFORM ANY ADDITIONAL INTERIM LIFE SAFETY PLANS AS REQUIRED. J PROVIDE WALK OFF MATS AT ALL CONSTRUCTION ENTRANCES/EXITS AND AT ICRA PROJECT NORTH ENTRANCES. TYPICAL OF ALL PHASES OF CONSTRUCTION. TRUE NORTH d'i st - I1-- 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 \�OF FloR �o v_ J, AR97653 = O/' u� SrFRE D A?"- Uv / P C TITLE: ZE RHILLS HEALTH & REHAB CE TER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: INTERIM LIFE SAFETY PLAN - PHASE 6 LS2m16- (q) 2016 Studio LIFE SAFETY LEGEND I z a� J w 0 U) z LL ry N U) I- Z W 0 Q J Z W U Co 0 CD c (1) 75; D a U O 0 � C`7 O� w LL l U) Cn p LL co oil 'I U ur f U) PHASE 3 7 PRIVATE PATENT RESIDENT ROOM STORAGE ®__ F ED CLEAN I 0 SUPPLY MEC SEMI I -� FIRIVATE OD D J C' pT ROOM ROOM R � TRAVEL TO SC - 71'-2" U LL CD SEMI PRIVATE EMI O PRIVATE LL P)kTIENT PRAT�MNT .I m DRIVE WAY / PARKING LOT SC 1A-2 2,070 SF LJ ENERATO MECH. e��j ELEC. _j 07 LL LAUNqFlIF SOILED LI kI STOR. SORTI 2 1 F • MECH. FOLDING O 45 SC 1 B-1 9,720 SF PHASE 6 amvnr ��rw%fmrm gin: a,iw ar CD) O 1 anr;. :1SEW t PRIVA L ORIVAITE-I PATIE L{ PATIENT ROOMI U Ln ROOM � EXISTING STAFF 2 D ROOM LOUNGE U) SEMI w SEW PATIENT ' �ATIEN O - --- 0. PHASE 7 D PATI, NT OO�A a IR00� �' ROOM - TLT O i RM L) FE {{±±LLss Y Y SEMI FREEZER COOLER STORAGE :s i TLT'' TLT I Lp,RIVATE i PRIVATE . P pqq � AT " P(21VATE PATIENT PATIENT J 1 ROOMI. _ I PATIENT ROOM ROOM �-%JJ ROOM 09 SEMI SEMI SEMI _-...� • 731t'o t PHASE 4 SF MI -PRIVATE SEMI -PRIVATE SEMI PATIENT PAOOME EXISTING KITCHEN PRIVENT EMT ROOM PATIENT PRIVATE D PATIENT PATIENT }f O TLT �Al ENT O ROOM PATIENT O ® �9\ ®,_,_ / RhFr Roots `-- I i : MED _ _ .. � ._T M� I .j :.TE PRIVATEOS IO PATENE PAllEY ` I r PRIVATE PRIVATE SOILED''PRIVATE P(~IVATE SEMIPATIENT F PATIENT SE PRIVATE t ROOM UTILITY F 1 I D OFFICE NT PATIENT PATIENT PATIENT ..L ft00M ROOM P TIENT QUIPME I O - MI -PRIVATE -" j OOM �- DINING ROOM ROM ; RAT �fOO1Jl STORAG Ta PATIENT d F CLEA DINING I Y �> e7 _• I EXISTING OFFI LIVING - l_ HOWE TILIT CHAPEL NOURI❑SHMENT ROOM OFFICE _ LT ; ` TLT RM I LT-R 11.7 R-1'LTRM - - TL'K 1 ' , - � ICRA-14 D �, 1 - s T�VE ro sc -� 10 ® NOT OCCUPIED Z? 11 (p� (LIE O FE �p� ®1 �D 2�,aio sF O FE 0 U -- ��.� 8 SMOKE CQ�P TMENT JA-1 t STOR. // /i�/// pp r i! am f II D O J.C. STOR T RM TLT R I 7 I WOWE ORA i) NURSES LOB WORKROOM f�' BY LT LT' , u STATIONC�� v} d TORA I� SEMI -PRIVATE PATIENT 5EMI PRIVATE FE• I PRIVATE PRIVATE OFFISAL CE AU SMOKE COMPARTMENT 1E-1 `I. SE ORIVATE- ..- I SEMI =^� 5,460SF PATIENT--- _ PRIVATE ROOM PATIENT - ROOM r SEMI - 1 O SEMI P141VATE� RIVATE' 0 LL PATIENT ROOM L PATIENT ROOM T 11TA0" LL a6 - PRIV TE � `,PATIENT _ - J 1 P VATE 111 U p ROOM FE PATIENT ROOM U) I woll-Ell 10CI EAN PRIVATE PR4AA PATIENT PATIENT ROOM ROOK;'. SMI D �� 'I E , 'SE�I 4.�� PRIVATE _ PhIVKT9 PATIENT PATIENT ROOM ROOM nD iS - ® -- _ PRIVATE 1451 ' PIRIVAI?£' - - - PATIENT PATIENT ROOM ROOM PHASE 2 M1 OFFICE OFFICE LL Q 1671 FIRE ALARM CONTROL PANEL I I I I I I I I I I I I I SC 1A-1 21,440 SF I I I I I I I ❑ ❑ L- - -------------- - - ---- J KEY NOTES INTERIM LIFE SAFETY CALCULATIONS 01 DINING/ACTIVITY/SOCIAL SPACE PROVIDED (PER FBC 450.3.5.1) PHASE 1 UNDER CONSTRUCTION - ACTUAL SQ FT REQUIRED SQ FT 02 NOURISHMENT ROOM PROVIDED (PER FBC 450.3.4.1.6) 102 BEDS AVAILABLE 04 SOILED HOLDING & CLEAN HOLDING (PER FBC 450.3.4.1.2) ACTIVITY a- 35 SF/PERSON = 3,696 SO FT DINING (MIN. OF 20 = 2,280 SQ FT SF/PERSON) = 3,570 SQ FT = 2,040 SQ FT 05 NURSE STATION AND MEDICATION ROOM PROVIDED (PER FBC 3.4.1.5 & 3.4.1.1) 07 LAUNDRY SERVICES SHALL BE CONTRACTED W/OUTSIDE VENDOR DURING CONSTRUCTION PHASE 2 UNDER CONSTRUCTION -101 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,737 SQ FT DINING ROOM (MIN. OF 20 = 2,466 SQ FT SF/PERSON) = 3,535 SQ FT = 2,020 SQ FT 08 WORK TO BE SEPARATED SO RESIDENTS HAVE ACCESS TO DINING DURING PHASE 7 09 CONFIRM EXISTING 4 HOUR FIRE RATED WALLS ARE ALSO SMOKE TIGHT. IF NEEDED, UPGRADE AS REQ'D TO MEET SMOKE COMPARTMENTS REQUIREMENTS 10 SMOKE COMPARTMENT 1A-1 SHALL BE MODIFIED TO COMPLY WITH NPFA 2012 19.3.6.1 PHASE 3 UNDER CONSTRUCTION -101 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,561 SQ FT = 3,535 SQ FT (1) 11 SMOKE COMPARTMENT 1 D-1 SHALL BE MODIFIED TO COMPLY WITH NPFA 2012 19.3.6.1 (1) DINING ROOM (MIN. OF = 2,305 SQ FT 20SF/PERSON) = 2,020 SQ FT PHASE 4 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 3,515 SQ FT = 3,500 SQ FT DINING ROOM (MIN. OF = 2,466 SQ FT = 2,000 SQ FT 20SF/PERSON) PHASE 5 UNDER CONSTRUCTION - 101 BEDS AVAILABLE ACTIVITY A 35 SF/PERSON = 3,638 SQ FT = 3,535 SQ FT DINING ROOM (MIN. OF = 2,642 SQ FT = 2,020 SQ FT 20SF/PERSON PHASE 6 UNDER CONSTRUCTION -100 BEDS AVAILABLE ACTIVITY A 35 SF/PERSON = 4,268 SQ FT = 3,500 SQ FT DINING ROOM (MIN. OF = 2,642 SQ FT = 2,000 SQ FT 20SF/PERSON) PHASE 7 UNDER CONSTRUCTION -113 BEDS AVAILABLE ACTIVITY @ 35 SF/PERSON = 4,053 SQ FT = 3,955 SQFT DINING ROOM (MIN. OF = 2,384 SO FT = 2,260 SQ FT 20SF/PERSON) GENERAL NOTES BISHO ROOM t - F. LDI R TLT LDI IL ;' SEMI PRIVATE 1 SEMI PRIVATE PA TENT ROM PRIVATE PATIENT P V PAENT P�TIEN7 = TLT R ROOIrF R Lj RM' ,� 05 JJ SEW PATIENT PATIENT Rnnu t '='rn RrVm , sIMF OD ELEC KA I < SPRfVATE _ SEMI PR PATIENT R(�OY1 PATIENT ROOM o I I T tr RM Tj�T - _, ram, �iLi R LT i PRIVATE SEMI PRIVATE ZiMl NPT- Onu -- - �PJ LENT Ixnnt 17 � I P TI&BM T�t Tl NT O M PRI AT I PATIE t OILE CLEAN R "- OLDIN IV�1TE - OLDIN PRrrAT P ^T►E NT FF PATIEw R(iOM WM Tt!C RM TLTM - I - P CORRIDOR SEMI PRNATE 'ATIENT ROOM O SEMI PRIVATE PATIENT ROOK TL� RM T�T R 1 LT TLT �M I SEMI PRIVVATE i 45 11.,. SENN PRIV TE - PATIENT RvOM PATIENT Rt M ._, PHASE 5 INTERIM LIFE SAFETY PLAN - PHASE 6 1 A GENERAL CONTRACTOR WILL ENSURE THAT ALL MEANS OF EGRESS ARE ALWAYS CLEAR OF OBSTRUCTIONS. ANY DISRUPTION TO REGULAR MEANS OF EGRESS WILL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE OWNER. B THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR POSTING TEMPORARY SIGNAGE IN THE WORK AREA HIGHLIGHTING ANY CHANGES TO REGULAR LIFE SAFETY ROUTES AND PROVIDING SAFE ALTERNATE MEANS OF EGRESS- COORDINATE WITH OWNER. C THE GENERAL CONTRACTOR WILL HAVE A FULL TIME SUPERVISOR ON SITE DURING CONSTRUCTION. THE GENERAL CONTRACTOR WILL ALSO PROVIDE A FIRE WATCH AT THE AUTHORITY HAVING JURISDICTION'S REQUEST. D ANY WORK THAT COULD DISRUPT NORMAL MEANS OF EGRESS WILL BE PERFORMED AT NIGHT TIME HOURS WHEN THERE IS NO PATIENT TRAFFIC. _ E ACCESS TO EMERGENCY TREATMENT AREAS WILL BE FREE AND UNOBSTRUCTED AT ALL TIMES. ACCESS TO BUILDING ENTRANCES, FIRE DEPARTMENT CONNECTIONS, MEDICAL GAS SYSTEM ACCESS POINTS, AND FIRE OR OTHER EMERGENCY EQUIPMENT ACCESS ROADWAYS WILL ALSO BE FREE AND UNOBSTRUCTED AT ALL TIMES. F FIRE ALARM DETECTION AND SUPPRESSION SYSTEMS WILL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. WHEN CONSTRUCTION REQUIRES THAT A FIRE ALARM DETECTION OR SUPPRESSION SYSTEM BE DISABLED FOR ANY PERIOD OF TIME, A TEMPORARY BUT EQUIVALENT SYSTEM OR PLAN WILL BE PROVIDED BY THE GENERAL CONTRACTOR, INCLUDING, BUT NOT LIMITED TO A FIRE WATCH. G TEMPORARY CONSTRUCTION PARTITIONS WILL BE CONSTRUCTED TO ASSURE THAT SMOKE, DUST, AND INFECTIOUS DISEASES ARE NOT TRANSMITTED. THESE PARTITIONS WILL BE CONSTRUCTED AS SHOWN ON SHEET D5.01. H ALL EXIT SIGNAGE WILL REMAIN IN OPERATION AND VISIBLE DURING CONSTRUCTION. ANY SIGNAGE AFFECTED BY NEW CONSTRUCTION OR TEMPORARY WORK OR NOT VISIBLE DUE TO CONSTRUCTION WILL BE SUBSTITUTED BY THE GENERAL CONTRACTOR WITH A TEMPORARY EQUIVALENT SIGNAGE TO ENSURE LIFE SAFETY. I THE OWNER WILL PROVIDE AND GENERAL CONTRACTOR WILL PERFORM ANY ADDITIONAL INTERIM LIFE SAFETY PLANS AS REQUIRED. J I PROVIDE WALK OFF MATS AT ALL CONSTRUCTION ENTRANCES/EXITS AND AT ICRA ENTRANCES. TYPICAL OF ALL PHASES OF CONSTRUCTION. EXIT SIGN Ell�\\ HORN - STROBE - HORN/STROBE El PULL STATION 0 SMOKE DETECTOR FIRE EXTINGUSHER CABINET FVC FIRE VALVE CABINET EXIT EGRESS CAPACITY : XX CAPACITY IN INCHES •��• DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT (SC) TRAVEL DISTANCE TO EXIT 1 HR RATED WALL/PARTITION 2 HR RATED WALL/PARTITION 2 HR RATED SMOKE BARRIER 3 HR RATED WALUPARTITI ON 4 HR RATED WALUPARTITION 4 HR RATED SMOKE BARRIER FIRE SMOKE WALL/PARTITION SCOPE OF WORK - UNDER CONSTRUCTION SCOPE OF WORK - FUTURE WORK - NOT UNDER CONSTRUCTION SCOPE OF WORK - NOT UNDER CONSTRUCTION ------------- REQ'D SUPPORT SPACES PER PHASE 1 " = 20'-0" SMOKE COMPART. & FIRE SECTIONS LEGEND KEY PLAN (N.T.S.)- FIRE SECTION 1A x x, NOT IN SCOPE E AREA OF WORK I - PH7 � J PH3 L - � f -1 PH6 PH1 r L PH2 PH5 l C_ PROJECT NORTH (D TRUE NORTH studio+ 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 o F F l o� A "o v_ • Q i • J, AR97653 O� •�'> C> RED A� P O TITLE: HILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: INTERIM LIFE SAFETY PLAN - PHASE 7 LS2m17 => 2016 Studio+ t ►i T > O J W 0 n _ U) _Z LL 0Y N U) I— Z W 0 Q J Z W 0 00 0 0 N 4 a):�i Ea_ U r__ O 0 C c7 a,--- > NQD WC) ti CV WCy) ::). UN Nonbe. ing 1. 4 1;4A-1 I - , l 1. - Design No. U419 November 011 2013 Wall Ratings 2 Q 11 21 3 or 4 H ,, See Items 4 & 5) .5 ' J . fieA -+y� i r. ..._ _ -=t _.__.......__...__ ___...._..____--..w...w.__..__..--...-...._...._..... _.., ... _..__...___.-..__.. —.-..-.._..-.-.__..-._._._-._ _w ..... -. .. �. . , . i _.I )."-I t,,, _11__4I �-(__It _t. ,_I 'r - [ '. .. - , �� ___ __. _._�,_, _. 11___ ____,�1. o � 5 ^ t i, k1 ,� ___-__ Et II ,s I--"� )--"I"I i-f .I , -e-, , 1, , .,4-", --1- -,�9�-t,- �0.-t - , , . , ... , J� .1,, I a'. _. *1 4A� 5 ! 4 M - _ 5 Y 'r.x r 71 I I _________ __ 1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1 A. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25TA° Track CRACO MFG INC — SmartTrackTM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25Tm Track PHILLIPS MFG CO L L C — Viper25Tm Track 1 B. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20Tm Track MARINO/WARF, DIV OF WARE INDUSTRIES INC — Viper20Tm Track PHILLIPS MFG CO L L C — Viper20Tm Track 1 C. Framing Members*— Floor and Ceiling Runners — (Not shown) — In lieu of Item 1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC —Type SUPREME Framing Systern SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1 D. Floor and Ceiling Runners — (Not shown) —For use with Item 2A- Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1 E. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 51 only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES INC — ProTRAK RAM SALES L L C — Ram ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK STEEL STRUCTURAL SYSTEMS L L C — Tri-S ProTRAK 1 F. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1 /8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1 G. Framing Members* - Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1 H. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from rein 0.02 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20Tm Track VT100. 1 I. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Itern 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE -TRACK TM 1 J. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 21, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25T11 Track 1 K. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper2OIm Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H and 5J) Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2B. Framing Mernbers* - Steel Studs — (As an alternate to Item 2, For use with Items 5C or 51) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a'/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCT S CO — Viper25Im CRACO MFG INC — SmartStud1m MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25TM PHILLIPS MFG CO L L C — Viper25'"' 2C. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO Viper20TM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20111 PHILLIPS MFG CO L L C — Viper20T11 2D. Framing Members*— Steel Studs — In lieu of Item 2 - Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTFEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV —Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO —Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2E. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) —For use with Items 5F or 5G or 51 only, channel shaped studs, min depth as indicated under Item 5F, 5G or 51, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA BUILDING SUPPLIES INC — ProSTUD RAM SALES L L C — Ram ProSTUD SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD STEEL STRUCTURAL SYSTEMS L L C — Tn-S ProSTUD 2F. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1- 1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 - proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE -STUD'"' 21. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a '/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C—Viper25Im 2J. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20T11 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.)- (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self - drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 112 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Mile Stud Depth, in. Items 2, 2C, 2D, 2F and 2G No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) _ 3-lf: 1 layer, 5;18 in. thick Optional 2-1;'t 1 la';er, 1:1�' in, thick 1- . _ in 1-5: c 1 layer; 3?.:I in. thick t=pticnal ---' 2 layers; 1; 2 in. thI :.- Optional - . c 18'JerS, ;' In. thick Optional _ - . , 1 lager, 3/4 in. thick .j it _ 1-_ .;J 3 li3'Yers, 1,}2 If1, thlc,.= t_Iptlrnal -'7;'L1 � IaVr_rc, 1' in- thlck _:pticnal << _-=,:'8 5 layers, 5;18 in. thi�_k Cptianal -5i � layers, 3,;. 1p ir. thick Gpticnal i--. v = layers; 1."� In. thick_ Optional 2-1,/2 2 layers, 3,/4 in. thick 2 in. CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-Xi, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, /4 in. thick WRX, WRC or, 3 Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/ in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 in. or -3/4 in. may be used as alternate to all 5/8 in. or in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2B) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottorn track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO Type SCX, SGX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. UNITED STATES GYPSUM CO — Type USGX. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Itern 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1 E and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1 E and 2E only, Gypsurn panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Min Stud No. of Layers Min Thkns of Rating, Depth, in. I & Thickness I Insulation Ht• Item 2E of Panel (Item 4) - _-_. _ layers, 1 - ir:. illick _ptjcr.yl _-_..� 2 layers, 5'3 1n. thjcl•: Cpti��r.al _ � D. $ _ Iy'. t;I _. '. In. thlCi� Optional -_'L- - la's = _ 7'.- it• thick CptIcraI - -7, _ 4 layer_. _.. in, thick Gpticnal 1-5/8 4 layers,, 1,'2 in, thick ^pticr.al CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, ]PC -AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 112 in. thick Type C, IP-X2, IPC-AR or, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in, shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsurn board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 51. Gypsum Board* — (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX Gypsum Board —Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/ / thick products ar 5J. Gyp ( S )( y 2 in. or 5 8 in t c p e specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 6. Fasteners — (Not shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 112 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 112 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. T h ree-layer systems: First layer- 1 in. long for 112 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 112 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 112 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 112 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 112 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, not shown, for single or double layer systems) Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 112 in. long Type S-12 steel screws. Not for use with Item 5A and 5E. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self -drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL INC —Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 713a) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S-12 steel screws through the center hole of the clip and the resilient channel flange. 7D. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1- 1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC —Type GENIECLIP 7E. Steel Framing Members — (Optional, Not Shown)* - Furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 112 in. from joint edge. Not for use with Item 5A and 5E. b. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels (Item 7Ea) to studs. Clips spaced 24 in. OC., and secured to studs with No. 10 x 2-112 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-112 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 513) and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long rain. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grades "A, B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 112 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification 00-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item 5H) Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.9% meeting the Federal Specification QQ-L-201f, Grades "A, B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction -fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. *Bearing the UL Classification Mark studio -1` 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 California I Florida PENINSULA ENGINEERING, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS. - ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 P� , OF F ( O�'i ,, �\O P FR0 F Z v 0 ¢ —*— ji • J, AR97653 � ,` G',ST �\1\ FREDARG t.,�bg-�6 E T TITLE: H RHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE-- 12/16/2016 SHEET TITLE: UL DETAILS LS5mOl © 2016 Studio+ N a) J WI a_ 2 _Z LL 2 NI r;p O aa) U c0 O �- cM a) t0 Ln O O N N O N U� L System No. C-AJ-1226 c o us F Rating 3 Hr System No. C-AJ-3180 cU L us F Rating L System No. W-L-1054 c us F Ratings Hr Items 1 3) System No. W-L-1412 cL us F Rating Hr ■ - Classified by T Rating - 0 Hr Underwriters Laboratories, Inc. L Rating At Ambient - Less Than 1 CF" Ft to UL 1479 and CAN/ULC-S115 - 3 Hr Classified by T Rating = 0 Hr Underwriters Laboratories, Inc- to UL 1479 and CAN/ULC-S115 -1 and 2 (See and Classified by T Rating - 0 Hr Underwriters laboratories, Inc. to UL 1479 and CANIULC-S115 L Rating At Ambient - Less Than 1 CFWSq Ft -1 Classified by T Rating - 0 Hr Underwriters Laboratories, Inc. to UL 1479 and CANIULC-S115 studio+ L Rating At 400 F - 4 CF" Ft 3 L Rating At 400 F - 4 CFWSq Ft A 3 5 1 4B I 1 2211 E 7th Ave, Suite A, Tampa, Florida 33605 46 A �A lA P:239.357.4983 AA26002372 2 3 California I Florida 3 3 2 PENINSULA ENGINEERING, INC O MEP&FP 2016 ALDEN ROAD 47 3 ORLANDO, FL 32803 3 A 2 3 P: 407.246.1688 A 2 (SIDE B) (SIDE A) SECTION A -A 4 1 B A FRONT VIEW FRONT VIEW CROSS -SECTIONAL 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall 3 SECTION A -A (SIDE A) (SIDE B) VIEW L BA INTERIORS may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32 in. SECTION A -A INTERIOR DESIGN 2. Metallic Sleeve - (Optional) Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces or extending a max of 3 in. above floor or beyond both 1. Floor or Wall Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1. Wall Assembly The 1 or 2 hr fire -rated sum wallboard/stud wall assembly shall be constructed of the Y -- 9YP Y materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL 1. Wall Assembly - The 1 hr fire -rated gypsum board/steel stud wall assembly shall be constructed of the materials 5650 DTC PARKWAY surfaces of wall. 2A. Sheet Metal Sleeve - (Optional) Max 6 in. diam, min 26 ga galy steel provided with a 26 ga galy steel square 1600 2400 k /m3 concrete floor or. min 4-3/4 in. 121 met thick reinforced lightweight or normal weight concrete 9 ) ( )9 wall. Wall may also be constructed of an UL Classified Concrete Blocks*. Max diam of opening is 6 in. 152 met Y Y P 9 ( )• Fire Resistance Directory and shall include the following construction features: and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: SUITE 100 flange spot welded to the sleeve at approx mid -height, or flush with bottom of sleeve in floors, and sized to be a min See Concrete Blocks CAZT category in the Fire Resistance Directory for names of manufacturers. ( ) 9 ry ry A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel A. Studs -Wall framing shall consist of steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 ENGLEWOOD, CO 80111 of 2 in. larger than the sleeve diam. The sleeve is to be cast in lace and may extend a max of 4 in. below the r9 p y bottom of the deck and a max of 1 in. above the top surface of the concrete floor. 2. Steel Sleeve - (Optional) - Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel i cast or pipe routed into floor or wall assembly, flush with floor or wall surfaces. 9 ly, studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all met) lumber spaced 16 in. (406 met) OC. Steel studs to be min 3-5/8 in. (92 met) wide and spaced max 24 in. (610 met) OC. P: 303.773.0436 2B. Sheet Metal Sleeve - (Optional) -Max 12 in. diam, min 24 ga galy steel provided with a 24 ga galy steel squareP flange spot welded to the sleeve at approx mid -height, or flush with bottom of sleeve in floors, and sized to be a min 3. Cables - Aggregate cross -sectional area of cables in opening to be max 45 percent of the aggregate 9 PB. cross -sectional area of the opening. Cables to be rigidly supported on both sides of floor or wall assembly. An P 9 9 ly PPo ly• Y sides using lengths of steel stud installed between the vertical studs and screw -attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the Gypsum Board* -Min 5/8 in. (16 met) thick gypsum board. Max diam of opening shall be 3 in. (76 met) on through penetration side. Maximum width of opening on membrane penetration is to be max 3 in. (76 mm). of 2 in. larger than the sleeve diam. The sleeve is to be cast in lace and may extend a max of 4 in. below the r9 P Y combination of the following types and sizes of metallic conductor or fiber optic cable may be used: penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present penetrating item and the framing n all four sides. P t between the pen ra g aming o 2, Through Penetrant - One nom 2 in. 51 met pipe to be installed concentrically or eccentrically within opening on 9 ( ) P�P ly Y P 9 bottom of the deck and a max of 1 in. above the top surface of the concrete floor. A. Max 500 kcmil single copper connector wen cable with thermoplastic insulation andpolyvinyl chloride PVC 9 PP Po p (PVC) jacket. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, one side of the wall. On one side of the wall the pipe is allowed to penetrate the membrane continuously in a plane 3. Through -Penetrant -One metallic pipe, tube or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between penetrant and periphery of opening shall be min 0 in. (point B. Max 300 air No. 24 AWG copper conductor telecommunication cables withpolyvinyl chloride PVC insulation P PPe (PVC) number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 parallel with the wall and the studs. The annular space between the through penetrant and the periphery of opening shall be min 0 in. (0 met, point contact) to max 3/4 in. (19 met). Through penetrant to be rigidly supported on the contact) to max 1-7/8 in. Penetrant may be installed with continuous point contact. Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic penetrants may be used: and jacket material. 1 C. Max 7/C copper conductor No. 12 AWG multiconductor power and control cables with polyvinyl chloride (PVC) Series Design in the UL Fire Resistance Directory. Max diam of iis 321/4 ifsteel allM opening -n. or sstud walls. Max diam of opening is 14-1/2 in. for wood stud walls. The F Rating of the firestop system is equal to the fire rating through penetration side of the wall assembly. The following types and sizes of through penetrants may be used: A. Steel Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. A. Steel Pipe -Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 30 in. diam (or smaller) cast or ductile iron pipe. or cross-linkedpolyethylene LPE insulation and PVC jacket. a ) 1 D. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. (13 of the wall assembly. 2. Through -Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically B. Iron Pipe -Nom 2 in. (51 met) diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 2 in. (51 mm) diam (or smaller) rigid steel conduit or electrical metallic tubing (ENT). C. Copper Pipe -Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. met ). E. Max 3/C copper conductor No. 12 AWG with bare aluminum ground, polyvinyl chloride (PVC) insulated steel, within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from 3. Firestop System -Sealant -Min 5/8 in. (16 met) thickness of fill material applied with annulus flush with both surfaces of the wall. Additional min 1/4 in. (6 met) diam bead of fill material applied at the penetrant/gypsum board E. Conduit -Nom 6 in. diam (or smaller) steel conduit, Metal -clad cable. perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types interface on both sides of wall. F. Conduit -Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT). F. Max 3/C with round 2/0 AWG copper conductor SER cable with cross -linked polyethylene XLPE insulation 9 PPe Poly Y ( ) • and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant 4. Firestop System -The firestop system shall consist of the following: A. Packing Material - Min 4.in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a andpolyvinyl chloride PVC jacket. (PVC) j G. RG/U coaxial cable with polyethylene (PE) insulation and polyvinyl chloride (PVC) jacket having a max outside B. Iron Pipe - Nom 30 in. diam (or smaller) cast or ductile iron pipe. " Bearing the UL Classification Mark permanent form. Packing material to be recessed from top surface of floor or sleeve or from both surfaces of wall or sleeve as required to accommodate the required thickness of fill material. diameter of/z in. 13 mm ( ) H. Fire Resistive Cables* - Max 1-1/4 in. (32 mm) diam single conductor or multi conductor Type MI cable. A min C. Conduit -- Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steel conduit. D. Copper Tubing Nom 6 in. diam or smaller Type L or heavier copper tubing. PP 9 -- ( ) YP ( ) PP 9• B. Fill, Void or Cavity Material" -Sealant -Min 1/4 in. thickness of fill material applied within the annulus, flush with top surface of floor or sleeve or with both surfaces of wall or sleeve. At the point or continuous contact 1 /8 in. 3 met separation shall be maintained between MI cables and an other es of cable. ( ) P Y types 4. Packing Material - Min 4-1/4 in. 108 met thickness of min 4 64 k m3 mineral wool batt insulation firm) 9 ( ) P� ( 9/ ) Y E. Copper Pipe - Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material" - Sealant - Min 5/8 in. thickness of fill material applied within the annulus, flush with Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. locations between penetrant and concrete or sleeve, a min 1/4 in. diam bead of fill material shall be applied at packed into opening as a permanent form. Packing material to be recessed from top surface of floor to accommodate the required thickness of fill material. both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall . May 24, 2007 Hilti Firestop Systems the concrete or sleeve/ pipe penetrant interface on the top surface of floor and on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-One Sealant 5. Fill, Void or Cavity Material* - Sealant- Min 1/4 in. (6.4 mm) thickness of fill material applied within the annulus, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant *Bearing the UL Classification Mark flush with top surface of floor or with both surfaces of wall. *Bearing the UL Classification Mark HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-One Sealant. Reproduced by HILTI, Inc. Courtesy of 11-0 ;1 *Bearing the UL Classification Mark L.M.L Underwriters Laboratories, Inc. Reproduced by HILTI, Inc. Courtesy of Hilti Firestop Systems December 4, 2002 Underwriters Laboratories, Inc. Reproduced by HILTI, Inc. Courtesy of Hilti Firestop Systems June27,2007 UnderwritersOctober113o'r2tor�ies,lnc. Hilti Firestop Systems REVISIONS: System No. W-L-2075 u Systems1 R m IV F Ratings -1 & 2 Hr See Item 4 9 ( ) System No. W-L-3065 L y and 2Hr(See 1) Classified b T Ratings --1 and 1 Hr (See Item 1) Underwriters Laboratories, Inc. T Ratings - O and 2 Hr (See Item 4) CVus F Ratin s -1 and 2 Hr See Item 1) g ( y Underwriters Laboratories, Inc. L Rating at Ambient - Less Than 1 CFMIsq ft to UL 1479 L Rating At Ambient - Less Than 1 CFWSq Ft Classllled by T Rating - 0 and 3/4 Hr (See item 3) Underwriters Laboratories, Inc. to UL 1479 L Rating at 400 F - 2 CFWsq ft L Rating At 4W F - 4 CFM/Sq Ft to UL 1479 and CANIULCS115 1 A 2 _ 1A �A 2 lA �A 2 3 2 4 O°9 4 A 1B 3 SECTION A -A A A 3 1. Floor or Wall Assembly - The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire 1 B Resistance Directory and shall include the following construction features: SECTION A -A A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 SECTION A -A by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* -- Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. 1. Wall Assembly - The 1 and 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials Max diam of opening is 4 in. 1. Wall Assembly - The 1 or 2 fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire 2. Metallic Sleeve - (Optional) - Nom 4 in. diam (or smaller) Schedule 40 (or thinner) steel pipe cast into wall and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: assembly with joint compound and installed flush with wall surfaces. Resistance Directory and shall include the following construction features: A. Studs -- Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 3. Electrical Nonmetallic Tubing+ - Nom 2 in. diam (or smaller) corrugated wall electrical nonmetallic tubing (ENT) A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide by constructed of polyvinyl chloride (PVC). Tubing to be rigidly supported on both sides of wall assembly. A nom by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. annular space of 3/4 in. is required within the firestop system. spaced max 24 in. (610 mm) OC. B. Gypsum Board* -- The gypsum board type, thickness, number of layers, fastener type and sheet orientation See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of B. Gypsum Board* - Nom 5/8 in. (16 mm) thick gypsum board, with square or tapered edges. The gypsum board shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. manufacturers. type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Max diam of opening is 3 in. (76 mm). 4. Fill, Void or Cavity Material* - Sealant -- Installed symmetrically on both sides of the wall. The hourly F Rating of U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 5-1/2 in. (138 The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. Fill material applied mm) when sleeve (Item 2) is employed. Max diam of opening is 4 in. (102 mm) when sleeve (Item 2) is not is installed. within the annulus, flush with each end of the steel sleeve at the thickness shown in the table below: employed. is fire the 2. Through Penetrant -- One nonmetallic pipe, conduit or tubing installed either concentrically or eccentrically within ARCHITECT OF RECORD: F Rating Hr T Rating Hr Fill Mtl Depth In. The F Rating of the firestop system equal to the rating of wall assembly. 2. Metallic Sleeve - (Optional) - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or the firestop system. The annular space between pipe and periphery of opening shall be min of 0 in. (point contact) to a max 5/8 in. .(16 mm). Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes JOSE A PEREZ NCARB AIA 1 0 5/8 Schedule 5 (or heavier) steel pipe or min 0.016 in. thick (0.41 mm, No. 28 ga) gals steel sleeve installed flush with wall surfaces. The annular space between steel sleeve and periphery of opening shall be min 0 in. (0 mm, point of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe -- Nom 2 in. (51 mm) diam (or smaller) cellular or solid core Schedule 40 (or AR97653 2 2 1-1/4 contact) to max 1 in. (25mm). When Schedule 5 steel pipe or EMT is used, sleeve may extend up to 18 in. (457 met beyond the wall surfaces. As an option when Schedule 5 steel i or EMT is used, sleeve may extend Y P pipe Y heavier) pipe for use in closed (process or supply) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) -- Nom 2 in. (51 met) diam (or smaller) SDR 13.5 CPVC pipe for use in OF FZ 0 / continuously beyond one wall surfaces. When cable bundle penetrates wall assembly at an angle of 45 degrees, no or supply) systems. Q, p �O F O RAC closed (process piping (P PPly) P P 9 q HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant metallic sleeve is used. 3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush �0 +Bearing the UL Listing Mark 3. Cables - Aggregate cross -sectional area of cable in opening to be max 45 percent of the cross -sectional area of with both surfaces of wall. At point contact location, a min 1/2 in. (13 mm) diam bead of fill material shall be applied 2 v *Bearing the UL Classification Marking the opening. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (0 mm, to the wall/penetrant interface on both surfaces of the wall. e point contact) to max 1 in. (25 mm) Cables to be rigidly supported on both sides of the wall assembly. Cable bundle, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-ONE Sealant AR97653 using cables described below, may penetrate the wall at an angle not greater than 45 degrees. Any combination of *Bearing the UL Classification Mark = ,` Reproduced by HILTI, Inc. Courtesy of the following types and sizes of copper conductor cables may be used: insulation F 0/, Underwriters Laboratories, Inc. January A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) and jacket. B. Max 25 No. 24 AWG telephone cable with PVC insulation and jacket. Reproduced by HILTI, Inc. Courtesy of /SrFR X 9, 2003 Hilti Firestop Systems pair B1. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables. Underwriters Laboratories, Inc. April 11, 2005 E D A C. Type RG/U coaxial cable with polyethylene (PE) insulation and PVC jacket having a max outside diameter of Hilti Firestop Systems •f (%/ in. (13 mm). ' , P C TITLE: C1. Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing. D. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 5/8 in. (16 mm). E. Through Penetrating Products*- Max three copper conductor No. 8 AWG .Metal -Clad Cable+. Q JC A 1 TLJ REHAB HEAL. H HAB pH11 1 @ HEALTH AFC CABLE SYSTEMS INC R LLS F. Max 3/C (with ground)(or smaller) No. 8 AWG copper conductor cable with PVC insulation and jacketing. TER G. Max 3/4 in. (19 mm) diam copper ground cable with or without a PVC jacket. H. Fire Resistive Cables" - Max 1-1/4 in. (32 mm) diam single conductor or mufti conductor Type MI cable. A min FINISH UPGRADE 1/8 in. (3 mm) separation shall be maintained between MI cables and any other types of cable. -SKILLED I. Max 4/C with ground 300 kcmil (or smaller) aluminum SER cable with PVC insulation and jacket. J. Through Penetrating Product* - Any cables, Metal -Clad Cable+ or Armored Cable+ currently Classified under NURSING FACILITY the Through Penetrating Products category. PROJECT ADDRESS: K. Maximum 3/C No. 8 AWG metal -clad cable. L. Maximum 5/8 diam fiber-optic cable with PVC jacket. For cable bundle penetrating the wall assembly at an angle of 45 degrees, the T rating is a/, hr for a 2 hr wall 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 assembly. See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers. 4. Fill, Void or Cavity Material*- Sealant or Putty - Fill material applied within the annulus, flush with each end of the steel sleeve or wall surface. Fill material installed symmetrically on both sides of the wall. A min 5/8 in. (16 mm) PROJECT NUMBER: thickness of sealant is required for the 1 or 2 hr F Rating . An additional 112 in. (13 mm) diam bead of fill material shall be applied around the perimeter of sleeve on both sides of the wall when sleeve extends beyond surface of wall. NOTE: CONTRACTOR SHALL FLTSP16003 HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP601 S, CP606, FS-One Sealants or CP618 Putty *Bearing the UL Classification Mario +Bearing the UL Listing Mark PROVIDE U.L. LABELS AT ALL ISSUED DATE' 16 TT wsiiiiin;oReproduced by HILTI, Inc. Courtesy of P E N AT RATIONS THROUGH SHEET TITLE: SHEET TITLE: Underwriters Laboratories, Inc. Hilti Firestop Systems March 15, 2012 RATED WALLS. UL DETAILS - THRU WALL PENETRATIONS LS5mO2,2016 Studio+ KEY NOTES Fl z O J w 0 a 2 U) z LL 01-0 I— z w 0 al qJ L.0 H z w U 00 I 0 0 3 c a) E U (h O It 0 � N N (1)C) Z) UN 01 PREVIOUSLY RLNOVATED WING (SEPARATE PERMIT) SHALL NOT BE OCCUPIED PRIOR TO COMPLETION OF PHASE 1 02 DEMO WALLS, DOORS, CASEWORK, PLUMBING, FLOORING, AND LIGHTING 03 _ DEMO CASEWORK, FLOORING, AND LIGHTING _ 04 DEMO FLOORING AND LIGHTING 05 CLINICAL SINK TO REMAIN 06 DEMO WALL COVERING & PREP FOR NEW PAINTED WALL FINISH, TYP. 07 EXISTING HOLLOW METAL FRAMES TO REMAIN WHERE POSSIBLE; REFINISH ACCORDING TO DOOR SCHEDULE GENERAL NOTES - ICRA A REFER TO D5.01 FOR TEMPORARY PARTITION TYPES AND TEMPORARY DOOR SCHEDULES. B RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS C GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. D GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. E CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. F VACUUM AREA WITH HEPA FILTERED VACUUMS. G WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END OF EACH SHIFT WITH DISINFECTANT. H REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. I DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. J GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. K GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. ICRA CLASSIFICATION ICRA CLASSIFICATION LEVEL = TYPE C - GROUP 3 - Class III (3) REFER TO ICRA PERMIT PROVIDED BY OWNER FOR ADDITIONAL INFORMATION, ICRA REQUIREMENTS, & DETAILS NOTE: THE INFORMATION STATED ABOVE IS BASED ON THE HOSPITAL FURNISHED ICRA PERMIT. GENERAL NOTES A GENERAL CONTRACTOR WILL USE THE EXISTING BUILDING IN A MANNER WHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES IN ANY FASHION. ALL DAMAGE BY GENERAL CONTRACTOR AND THEIR PERSONNEL AND SUB CONTRACTORS SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE BUILDING'S OWNER. PROVIDE PROTECTIVE MATERIAL AS WARRANTED. B ALL ITEMS DENOTED TO BE TURNED OVER TO BUILDING OWNER THAT ARE NOT ACCEPTED BY THE BUILDING OWNER WILL BE LEGALLY DISPOSED OF, OFF SITE BY THE CONTRACTOR. C ALL EXISTING WALL ASSEMBLIES NOTED TO BE REMOVED WILL INCLUDE ENTIRE ASSEMBLY TO ALL POINTS ABOVE CEILINGS. D ALL EXISTING WALL ASSEMBLIES NOTED TO REMAIN WILL INCLUDE ENTIRE EXISTING ASSEMBLY UNLESS NOTED OTHERWISE. E THE GENERAL CONTRACTOR WILL ENSURE THAT ALL EXISTINGAND OR NEW CONSTRUCTION WILL BE SHELTERED FROM DAMAGE BY WEATHER AT ALL TIMES DURING THE CONSTRUCTION / DEMOLITION PROCESS. F UPON COMPLETION OF PHASED DEMOLITION / CONSTRUCTION ACTIVITIES, GENERAL CONTRACTOR WILL TURN SPACE BACK TO OWNER CLEAN AND FREE OF DUST / DEBRIS. G GENERAL CONTRACTOR WILL TAKE MEASURES TO PROTECT ALL EXISTING FINISHES, FURNITURE, FIXTURES AND EQUIPMENT FREE OF DEBRIS, DUST AND DAMAGE AS A RESULT OF DEMOLITION ACTIVITIES. H THE CONTRACTOR WILL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES WILL BE SCHEDULED SO AS TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. I CONCRETE SUB -FLOOR TO BE CLEANED, PATCHED AND REPAIRED TO EXTENT NECESSARY TO MAKE LEVEL AND RECEIVE NEW FLOOR FINISHES. REFER TO FINISH SCHEDULE. J RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS K GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. L GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. M CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. N VACUUM AREA WITH HEPA FILTERED VACUUMS. 0 WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END _ OF EACH SHIFT WITH DISINFECTANT. P REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. Q DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. R GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. S GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. T CONTRACTOR TO MAINTAIN 1 HOUR BARRIER UNTIL NEW WORK IS COMPLETE. KEY PLAN (N.T.S.): AREA OF WORK PH4 studio 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 California I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 Z v AR97653 • fox S TFRED A • PROJECT TITLE- HYRHILLS HEALTH & REHAB C NTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS- 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER.- FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: DEMOLITION PLAN - PHASE 1 DEMOLITION FLOOR PLAN - PHASE 1 1 PROJECT NORTH TRUE NORTH 1 /8" = 1'-0" Dlmll © 2016 Studio+ rid z N J w w z N F_ z w 0 Q I z w U 00 I 0 cfl 0 c E� oNT N N cn O 0 0) Z UN N KEY NOTES ■ 01 GUESTS AND RESIDENTS TO BE TEMPORARILY DIRECTED TO USE ANOTHER MAIN ENTRANCE DURING LOBBY UPGRADE 02 REMOVE TOILETS AND SINKS AND PREP FOR NEW IN EXISTING LOCATIONS stud 03 REMOVE EXISTING SHOWER CONTROLS AND TILE. PREP FOR NEW TILED SHOWER 10 J AND CONTROLS IN EXISTING LOCATIONS 2211 E 7th Ave, Suite A, Tampa, Florida 33605 04 DEMO CASEWORK AND PLUMBING AND PREP FOR NEW ACCORDING TO PROPOSED P: 239.357.4983 AA26002372 FLOOR PLAN. California I Florida 05 DEMO DOOR AND WALL 0'-0" AFF_TO 7'-0" AFF 06 DEMO HROUGHOOUTN YPGHTINGANDWALLCOVERING.PREPFORNEWFINISHES PENINSULA ENGINEERING, INC 07 EXISTING HOLLOW METAL FRAMES TO REMAIN WHERE POSSIBLE; REFINISH MEP&FP ACCORDING TO DOOR SCHEDULE 08 REMOVE EXTERIOR DOOR AND STOREFRONT. PREP FOR NEW IN EXISTING OPENING 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 GENERAL NOTES -ICRA LBA INTERIORS INTERIOR DESIGN A REFER TO D5.01 FOR TEMPORARY PARTITION TYPES AND TEMPORARY DOOR 5650 DTC PARKWAY SCHEDULES. SUITE 100 B RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS ENGLEWOOD, CO 80111 C GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT P: 303.773.0436 CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. D GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. E CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. F VACUUM AREA WITH HEPA FILTERED VACUUMS. G WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END OF EACH SHIFT WITH DISINFECTANT. H REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. I DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. J GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. K GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. ICRA CLASSIFICATION ICRA CLASSIFICATION LEVEL = TYPE C - GROUP 3 - Class III (3) REFER TO ICRA PERMIT PROVIDED BY OWNER FOR ADDITIONAL INFORMATION, ICRA REQUIREMENTS, & DETAILS NOTE: THE INFORMATION STATED ABOVE IS BASED ON THE HOSPITAL FURNISHED ICRA PERMIT. GENERAL NOTES REVISIONS: A GENERAL CONTRACTOR WILL USE THE EXISTING BUILDING IN A MANNER WHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES IN ANY FASHION. ALL DAMAGE BY GENERAL CONTRACTOR AND THEIR PERSONNEL AND SUB CONTRACTORS SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE BUILDING'S OWNER. PROVIDE PROTECTIVE MATERIAL AS WARRANTED. B ALL ITEMS DENOTED TO BE TURNED OVER TO BUILDING OWNER THAT ARE NOT ACCEPTED BY THE BUILDING OWNER WILL BE LEGALLY DISPOSED OF, OFF SITE BY THE CONTRACTOR. C ALL EXISTING WALL ASSEMBLIES NOTED TO BE REMOVED WILL INCLUDE ENTIRE ASSEMBLY TO ALL POINTS ABOVE CEILINGS. D ALL EXISTING WALL ASSEMBLIES NOTED TO REMAIN WILL INCLUDE ENTIRE EXISTING ASSEMBLY UNLESS NOTED OTHERWISE. E THE GENERAL CONTRACTOR WILL ENSURE THAT ALL EXISTINGAND OR NEW CONSTRUCTION WILL BE SHELTERED FROM DAMAGE BY WEATHER AT ALL TIMES DURING THE CONSTRUCTION / DEMOLITION PROCESS. F UPON COMPLETION OF PHASED DEMOLITION / CONSTRUCTION ACTIVITIES, GENERAL CONTRACTOR WILL TURN SPACE BACK TO OWNER CLEAN AND FREE OF DUST / DEBRIS. G GENERAL OR WILL TAKE MEASURES TO PROTECT ALL EXISTING FINISHES, FURNITURE, FIXTURES AND EQUIPMENT FREE OF DEBRIS, DUST AND DAMAGE AS A RESULT OF DEMOLITION ACTIVITIES. H THE CONTRACTOR WILL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES WILL BE SCHEDULED SO AS TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. I CONCRETE SUB -FLOOR TO BE CLEANED, PATCHED AND REPAIRED TO EXTENT NECESSARY TO MAKE LEVEL AND RECEIVE NEW FLOOR FINISHES. REFER TO FINISH SCHEDULE. J RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS K GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. L GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. M CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. N VACUUM AREA WITH HEPA FILTERED VACUUMS. 0 WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END ARCHITECT OF RECORD: OF EACH SHIFT WITH DISINFECTANT. JOSE A PEREZ, NCARB AIA P REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS AR97653 ASSOCIATED WITH CONSTRUCTION. 0 F F( Q DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS t� ��Q� THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. P \0 PCO O R GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. • °� • S GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING p AR97653 = ANY CONSTRUCTION. T CONTRACTOR TO MAINTAIN 1 HOUR BARRIER UNTIL NEW WORK IS COMPLETE. - - S�FRED AR�'�\ KEY PLAN (N.T.S.)- A NOT IN SCOPE L_] AREA OF WORK L PH5 � I ;X9T TITLE: YRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY ------ PROJECT ADDRESS. 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ,H4 ISSUED DATE: I 1 j 12/16/2016 SHEET TITLE: DEMOLITION PLAN - PHASE 2 DEMOLITION FLOOR PLAN - PHASE 2 1 PROJECT NORTH TRUE NORTH 1/8" = 1 1-01, r- N I D1m12 I Qj © 2016 Studio+ SEMI PRIVATAE PATIENT ROOM �01 RESIDENT STO RAGE / 07 E�_CCT L— d r . RM 02 9 - SEMI 'RIVAT PATIENT ROOM 01 / i-7.] 1--7i. TL . RM 02 02 — SEMI SEMI RIVAT PRIVATE ii I ATIEN --' �� , PATIENT `� ROOM 01 / 01 ROOM = 07 TYP = SEMI 01 SEMI \ i / PRIVATE RIVATE RPATIENT ATIENT 02 02 1 ROOM ROOM TILT. RM TILT. RM I _r — - 1 TLr RM 02 01 SEMI SEMI I _ hIVATE - - �� / \ �� : __ PRIVATE PR PATIENT �/ / \ \� -ll PATIENT ROOM 01 / \ 01 ROOM SEMI 1- 07 TYP - PRIVATE 01 PATIENT i ROOM \ 02 02 y SEMI' PRIVATE PATIENT TILT.RM / TLT R OOM� SOILED ICRA-5 OFFICE UTILITY 05 -gyp DINING ROOM EQUIPMENT CLEAN STORAGE UTILITY R t SHOWER ROOM SHOWER ( IT I �1.. - - ROOM OH MED PATIENT L... _. .l ROOM i ROOM 1"- J MRS GENERATOR MECH. ELEC. LAUNDRY SOILED LINEN STOR. MECH. HOUSEKEEPING 01 1 NOURISHMENT A MISSIONS EXISTING 06 OFFICE CHAPEL 03JJIF i -- - DEMOLITION FLOOR -PLAN KEY NOTES ■ 01 IDEMO FLOORING. WALL COVERING LIGHTING THROUGHOUT 02 REMOVE TOILET & SINK AND PREP FOR NEW IN EXISTING LOCATION tud 03 DEMO CASEWORK AND SINK; PREP FOR NEW ACCORDING TO PROPOSED PLAN s 0 04 DEMO DOOR AND WALL 0'-0" AFF TO 7'-0" AFF L 05 DEMO DOOR AND WALLS AS INDICATED 2211 E 7th Ave, Suite A, Tampa, Florida 33605 06 DINING CONSTRUCTION TO BE DIVIDED TO PROVIDE REQUIRED DINING SQUARE P: 239.357.4983 AA26002372 FOOTAGE FOR FACILITY THROUGHOUT CONSTRUCTION Califomia I Florida 07 EXISTING HOLLOW METAL FRAMES TO REMAIN WHERE POSSIBLE; REFINISH ACCORDING TO DOOR SCHEDULE PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 GENERAL NOTES -ICRA LBA INTERIORS _ INTERIOR DESIGN A REFER TO D5.01 FOR TEMPORARY PARTITION TYPES AND TEMPORARY DOOR 5650 DTC PARKWAY SCHEDULES. SUITE 100 B RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS ENGLEWOOD, CO 80111 C GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT P: 303.773.0436 CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. D GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. F CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. F VACUUM AREA WITH HEPA FILTERED VACUUMS. G WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END OF EACH SHIFT WITH DISINFECTANT. H REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. I DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. J GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. K GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. ICRA CLASSIFICATION ICRA CLASSIFICATION LEVEL = TYPE C - GROUP 3 - Class III (3) REFER TO ICRA PERMIT PROVIDED BY OWNER FOR ADDITIONAL INFORMATION, ICRA REQUIREMENTS, & DETAILS NOTE: THE INFORMATION STATED ABOVE IS BASED ON THE HOSPITAL FURNISHED ICRA PERMIT. GENERAL NOTES REVISIONS: A GENERAL CONTRACTOR WILL USE THE EXISTING BUILDING IN A MANNER WHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES IN ANY FASHION. ALL DAMAGE BY GENERAL CONTRACTOR AND THEIR PERSONNEL AND SUB CONTRACTORS SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE BUILDING'S OWNER. PROVIDE PROTECTIVE MATERIAL AS WARRANTED. B ALL ITEMS DENOTED TO BE TURNED OVER TO BUILDING OWNER THAT ARE NOT ACCEPTED BY THE BUILDING OWNER WILL BE LEGALLY DISPOSED OF, OFF SITE BY THE CONTRACTOR. C ALL EXISTING WALL ASSEMBLIES NOTED TO BE REMOVED WILL INCLUDE ENTIRE ASSEMBLY TO ALL POINTS ABOVE CEILINGS. D ALL EXISTING WALL ASSEMBLIES NOTED TO REMAIN WILL INCLUDE ENTIRE EXISTING ASSEMBLY UNLESS NOTED OTHERWISE. E THE GENERAL CONTRACTOR WILL ENSURE THAT ALL EXISTINGAND OR NEW CONSTRUCTION WILL BE SHELTERED FROM DAMAGE BY WEATHER AT ALL TIMES DURING THE CONSTRUCTION / DEMOLITION PROCESS. F UPON COMPLETION OF PHASED DEMOLITION / CONSTRUCTION ACTIVITIES, GENERAL CONTRACTOR WILL TURN SPACE BACK TO OWNER CLEAN AND FREE OF DUST / DEBRIS. G GENERAL CONTRACTOR WILL TAKE MEASURES TO PROTECT ALL EXISTING FINISHES, FURNITURE, FIXTURES AND EQUIPMENT FREE OF DEBRIS, DUST AND DAMAGE AS A RESULT OF DEMOLITION ACTIVITIES. H THE CONTRACTOR WILL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES WILL BE SCHEDULED SO AS TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. I CONCRETE SUB -FLOOR TO BE CLEANED, PATCHED AND REPAIRED TO EXTENT NECESSARY TO MAKE LEVEL AND RECEIVE NEW FLOOR FINISHES. REFER TO FINISH SCHEDULE. J RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS K GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. L GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. M CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. N VACUUM AREA WITH HEPA FILTERED VACUUMS. 0 WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END ARCHITECT OF RECORD: OF EACH SHIFT WITH DISINFECTANT. JOSE A PEREZ, NCARB AIA P REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS AR97653 ASSOCIATED WITH CONSTRUCTION. p F FZ Q DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. A Q P,6917 �O R GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE „o WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY Z THE LOCAL AHJ. • Q - t� - • S GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING AR97653 ANY CONSTRUCTION. �<0 T 1CONTRACTORTO MAINTAIN 1 HOUR BARRIER UNTIL NEW WORK IS COMPLETE.( 4 C/ KEY PLAN (N.T.S.): PROJE TTITLE. ZE RHILLS HEALTH & REHAB NOT IN SCOPE CENTER AREA OF WORK FINISH UPGRADE - SKILLED NURSING FACILITY —1J-- -- PROJECT ADDRESS: -- Ph7 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PH3 `--- PH6 I - PROJECT NUMBER: PH7 -� FLTSP16003 PH1 _____.� _ �_ PH4 - ISSUED DATE: -.. -- 12/16/2016 SHEET TITLE: L_ PH2 - PH5 DEMOLITION PLAN - PHASE 3 L�l� -Lsue 1 -i .� PROJECT NORTH TRUE NORTH 1 /8" = 1'-011 / D1m13 1, t <<> 2016 Studio+ i KEY NOTES z ai J W Il z IL Of N I —I z LJ 0 Q JI z LI U I 00 0 cfl 0 U) c E n- U N 00 0 00 N L O O N (n 0) U N 01 DEMO FLOORING, LIGHTING AND WALL COVERING. PREP FOR NEW FINISHES THROUGHOUT, TYP. 02 DEMO CASEWORK, FLOORING, AND LIGHTING 03 DEMO CASEWORK AND PLUMBING; PREP FOR NEW AS INDICATED ON PROPOSED FLOOR PLAN 04 REMOVE TOILETS AND SINKS AND PREP FOR NEW IN EXISTING LOCATIONS 05 REMOVE EXISTING SHOWER CONTROLS AND TILE. PREP FOR NEW TILED SHOWER AND CONTROLS IN EXISTING LOCATIONS 07 EXISTING HOLLOW METAL FRAMES TO REMAIN WHERE POSSIBLE: REFINISH ACCORDING TO DOOR SCHEDULE GENERAL NOTES - ICRA A REFER TO D5.01 FOR TEMPORARY PARTITION TYPES AND TEMPORARY DOOR SCHEDULES. B RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS C GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. D GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. E CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. F VACUUM AREA WITH HEPA FILTERED VACUUMS. G WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END OF EACH SHIFT WITH DISINFECTANT. H REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. I DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. J GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. _ K GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. ICRA CLASSIFICATION ICRA CLASSIFICATION LEVEL = TYPE C - GROUP 3 - Class III (3) REFER TO ICRA PERMIT PROVIDED BY OWNER FOR ADDITIONAL INFORMATION, ICRA REQUIREMENTS, & DETAILS NOTE: THE INFORMATION STATED ABOVE IS BASED ON THE HOSPITAL FURNISHED ICRA PERMIT. GENERAL NOTES A GENERAL CONTRACTOR WILL USE THE EXISTING BUILDING IN A MANNER WHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES IN ANY FASHION. ALL DAMAGE BY GENERAL CONTRACTOR AND THEIR PERSONNEL AND SUB CONTRACTORS SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE BUILDING'S OWNER. PROVIDE PROTECTIVE MATERIAL AS WARRANTED. B ALL ITEMS DENOTED TO BE TURNED OVER TO BUILDING OWNER THAT ARE NOT ACCEPTED BY THE BUILDING OWNER WILL BE LEGALLY DISPOSED OF, OFF SITE BY THE CONTRACTOR. C ALL EXISTING WALL ASSEMBLIES NOTED TO BE REMOVED WILL INCLUDE ENTIRE ASSEMBLY TO ALL POINTS ABOVE CEILINGS. D ALL EXISTING WALL ASSEMBLIES NOTED TO REMAIN WILL INCLUDE ENTIRE EXISTING ASSEMBLY UNLESS NOTED OTHERWISE. E THE GENERAL CONTRACTOR WILL ENSURE THAT ALL EXISTINGAND OR NEW CONSTRUCTION WILL BE SHELTERED FROM DAMAGE BY WEATHER AT ALL TIMES DURING THE CONSTRUCTION / DEMOLITION PROCESS. F UPON COMPLETION OF PHASED DEMOLITION / CONSTRUCTION ACTIVITIES, GENERAL CONTRACTOR WILL TURN SPACE BACK TO OWNER CLEAN AND FREE OF DUST / DEBRIS. G GENERAL CONTRACTOR WILL TAKE MEASURES TO PROTECT ALL EXISTING FINISHES, FURNITURE, FIXTURES AND EQUIPMENT FREE OF DEBRIS, DUST AND DAMAGE AS A RESULT OF DEMOLITION ACTIVITIES. H THE CONTRACTOR WILL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES WILL BE SCHEDULED SO AS TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. I CONCRETE SUB -FLOOR TO BE CLEANED, PATCHED AND REPAIRED TO EXTENT NECESSARY TO MAKE LEVEL AND RECEIVE NEW FLOOR FINISHES. REFER TO FINISH SCHEDULE. J RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS _ K GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. L GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. M CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. N VACUUM AREA WITH HEPA FILTERED VACUUMS. 0 WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END OF EACH SHIFT WITH DISINFECTANT. P REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. Q DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. R GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. S GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. T CONTRACTOR TO MAINTAIN 1 HOUR BARRIER UNTIL NEW WORK IS COMPLETE. KEY PLAN (N.T.S.): 0 • • AREA OF WORK PH7 0604MIM L- PH2 I PH5 PH4 (, studmio+ 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 F FZ0 A, P h0 � Z v AR97653 h' • 9 • 0 �`<\ 0" STFRED 9RH ILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: DEMOLITION PLAN - PHASE 4 DEMOLITION FLOOR PLAN - PHASE 4 1 PROJECT NORTH TRUE NORTH 1 /8" = 1'-0" 1�_� d) I D1m14 () 2016 Studio+ z m W t] q- z LL N I— cn z LU 0 QI J z LLI U 00 I 0 uj 0 N (� EEL 75 U d) O O !] a0 N N no N W d) UN DEMOLITION FLOOR PLAN - PHASE 5 KEY NOTES 1 DEMO FLOORING, LIGHTING AND WALL COVERING. PREP FOR NEW FINISHES THROUGHOUT, TYP. 2 REMOVE TOILET AND SINK AND PREP FOR NEW IN EXISTING LOCATION 3 DEMO CASEWORK AND PLUMBING; PREP FOR NEW AS INDICATED ON PROPOSED FLOOR PLAN 4 DEMO DOOR AND WALL 0'-0" AFF TO 7'-0" AFF 5 REMOVE DRINKING FOUNTAIN - REPLACE WITH NEW HI/LOW 6 REMOVE EXISTING SHOWER CONTROLS AND TILE. PREP FOR NEW TILED SHOWER AND CONTROLS IN EXISTING LOCATIONS GENERAL NOTES - ICRA A REFER TO D5.01 FOR TEMPORARY PARTITION TYPES AND TEMPORARY DOOR SCHEDULES. B RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS C GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. D GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. E CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. F VACUUM AREA WITH HEPA FILTERED VACUUMS. _ G WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END OF EACH SHIFT WITH DISINFECTANT. H REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. I DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. J GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. K GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. ICRA CLASSIFICATION ICRA CLASSIFICATION LEVEL = TYPE C - GROUP 3 - Class III (3) REFER TO ICRA PERMIT PROVIDED BY OWNER FOR ADDITIONAL INFORMATION, ICRA REQUIREMENTS, & DETAILS NOTE: THE INFORMATION STATED ABOVE IS BASED ON THE HOSPITAL FURNISHED ICRA PERMIT. GENERAL NOTES A GENERAL CONTRACTOR WILL USE THE EXISTING BUILDING IN A MANNER WHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES IN ANY FASHION. ALI DAMAGE BY GENERAL CONTRACTOR AND THEIR PERSONNEL AND SUB CONTRACTORS SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE BUILDING'S OWNER. PROVIDE PROTECTIVE MATERIAL AS WARRANTED. B ALL ITEMS DENOTED TO BE TURNED OVER TO BUILDING OWNER THAT ARE NOT ACCEPTED BY THE BUILDING OWNER WILL BE LEGALLY DISPOSED OF, OFF SITE BY THE CONTRACTOR. _ C ALL EXISTING WALL ASSEMBLIES NOTED TO BE REMOVED WILL INCLUDE ENTIRE ASSEMBLY TO ALL POINTS ABOVE CEILINGS. D ALL EXISTING WALL ASSEMBLIES NOTED TO REMAIN WILL INCLUDE ENTIRE EXISTING ASSEMBLY UNLESS NOTED OTHERWISE. E THE GENERAL CONTRACTOR WILL ENSURE THAT ALL EXISTINGAND OR NEW CONSTRUCTION WILL BE SHELTERED FROM DAMAGE BY WEATHER AT ALL TIMES DURING THE CONSTRUCTION / DEMOLITION PROCESS. F UPON COMPLETION OF PHASED DEMOLITION / CONSTRUCTION ACTIVITIES, GENERAL CONTRACTOR WILL TURN SPACE BACK TO OWNER CLEAN AND FREE OF DUST / DEBRIS. G GENERAL CONTRACTOR WILL TAKE MEASURES TO PROTECT ALL EXISTING FINISHES, FURNITURE, FIXTURES AND EQUIPMENT FREE OF DEBRIS, DUST AND DAMAGE AS A RESULT OF DEMOLITION ACTIVITIES. H THE CONTRACTOR WILL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES WILL BE SCHEDULED SO AS TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. I CONCRETE SUB -FLOOR TO BE CLEANED, PATCHED AND REPAIRED TO EXTENT NECESSARY TO MAKE LEVEL AND RECEIVE NEW FLOOR FINISHES. REFER TO FINISH SCHEDULE. J RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS K GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. L GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. M CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. N VACUUM AREA WITH HEPA FILTERED VACUUMS. O WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END OF EACH SHIFT WITH DISINFECTANT. P REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. Q DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. R GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. _ S GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. T CONTRACTOR TO MAINTAIN 1 HOUR BARRIER UNTIL NEW WORK IS COMPLETE. KEY PLAN (N.T.S.)- ® NOT IN SCOPE U AREA OF WORK stud'0-�I 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 OF F( OR Q ��O PCO z • Q ��r— • J, AR97653 = RED AR TITLE: CHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY - - PROJECT ADDRESS: --- P 77 — 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PH3 PH6 PROJECT NUMBER. - __-- PH _ - FLTSP16003 - PH 1 PH4 ISSUED DATE: 12/16/2016 SHEET TITLE: PH2 PH5 DEMOLITION PLAN - PHASE 5 1 PROJECT NORTH TRUE NORTH 1 /8" = 11-011 D1m15 (0 2016 Studio+ Z N J W ❑ U) z IL ry _ N I- U) z W QI J 9 F- Z Lu UI Co O CD N 4 N E a_ U CO O ❑66 c N �O cn O L CV (y!7 0) UN — —-— — KEY NOTES ■ 01 DEMO FLOORING, LIGHTING AND WALL COVERING. PREP FOR NEW FINISHES THROUGHOUT,TYP. S U 10+ . - / _ 02 REMOVE EXISTING SHOWER CONTROLS AND TILE. PREP FOR NEW TILED SHOWER Y AND CONTROLS IN EXISTING LOCATIONS 2211E 7th Ave, Suite A, Tampa, Florida 33605 03 REMOVE TOILET AND SINK AND PREP FOR NEW IN EXISTING LOCATION 04 -- DEMO CASEWORK AND SINK; PREP FOR NEW ACCORDING TO PROPOSED PLAN / P: 239.357.4983 AA26002372 05 REMOVE AND CAP PATIENT MED GAS. PATIENT ROOM TO BE CONVERTED TO PRIVATE. 05-j----I- 02 - 05 GENERATOR MECH, ELEC. ELEC. I n I n �I ;L_j1I Califomia I Florida I F 03 II 01 - - - - M PENINSULA ENGINEERING, INC SEMI MEP&FP ? PRIVATE IL. / \ �I PRIVATE 2016 ALDEN ROAD ^ - PATIENT 01 ROOM / PATIENT ROOM ORLANDO, FL 32803 SOILED P: 407.246.1688 LINEN LAUNDRY SORTING STO R. F� I, PRIVATE � PATIENT 01 r ROOM \\ CLEAN UTILITY ROAM MECH. / LBA INTERIORS CORRIDOR � II \ 03 GENERAL NOTES — ICRA �. 01 INTERIOR DESIGN � II 01 II \ A REFER TO D5.01 FOR TEMPORARY PARTITION TYPES AND TEMPORARY DOOR 5650 DTC PARKWAY MECH. r 1 I II L - SCHEDULES. SUITE 100 B RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS 02 - ® 101) ENGLEWOOD CO 80111 _._ - SOILED BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS - P: 303.773.0436 I FOLDING ROOM - I X 02 1 01 - \ UTILITY F_ A I 01 II ' C GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. D GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE HOUSEKEEPING LI I I 01 fr I II \ 04 /�L J UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. E CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT PRIVATE- IL / NURSES - VS / J TO BE USED. ---- VACUUM AREA WITH HEPA FILTERED VACUUMS. F /'"" PATIENT 01 STATION �' _ G WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE / ROOM / END OF EACH SHIFT WITH DISINFECTANT. H REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND — 1 1 CORRIDOR \ \ DEBRIS ASSOCIATED WITH CONSTRUCTION. I DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS \ iICRA-131 THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. J GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE \ - ICRA-11 - � 02 WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY - - - - - - -- - - THE LOCAL AHJ. 03 K GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING STAFF TLT MOVES I L ANY CONSTRUCTION. - 01 L — ICRA CLASSIFICATION W::_: STORAGE _ - SEMI --- �. PRIVATE I� / SVD03 PPRIVATEATIENT a ROOM 01 -- ICRA CLASSIFICATION LEVEL = TYPE C - GROUP 3 - Class III (3) REFER TO ICRA PERMIT PROVIDED BY OWNER FOR ADDITIONAL INFORMATION, ICRA / STAFF PATIENT / \ REQUIREMENTS, & DETAILS LOUNGE � ROOM = � NOTE: THE INFORMATION STATED ABOVE IS BASED ON THE HOSPITAL FURNISHED ICRA PERMIT. SEMIa \ / SEMI GENERAL NOTES REVISIONS: STAFF TLT •. 01 PRIVATE TIENT= _ I �OOM f �\ II \ II PRIVATE _ -- PATIENT- - ROOM 1 -- A GENERAL CONTRACTOR WILL USE THE EXISTING BUILDING IN A MANNER WHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES IN ANY FASHION. ALL DAMAGE BY a GENERAL CONTRACTOR AND THEIR PERSONNEL AND SUB CONTRACTORS SHALL BE - i -, 05 - J 05 REPAIRED/REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE BUILDING'S OWNER. PROVIDE PROTECTIVE MATERIAL AS WARRANTED. l 03 L - B ALL ITEMS DENOTED TO BE TURNED OVER TO BUILDING OWNER THAT ARE NOT _r EF- - - ACCEPTED BY THE BUILDING OWNER WILL BE LEGALLY DISPOSED OF, OFF SITE BY THE STORAGE ___ 05 03 _ _- - 05 CONTRACTOR. C ALL EXISTING WALL ASSEMBLIES NOTED TO BE REMOVED WILL INCLUDE ENTIRE -1 ASSEMBLY TO ALL POINTS ABOVE CEILINGS. D ALL EXISTING WALL ASSEMBLIESNOTED T REMAIN WILL O 0 INCLUDE ENTIRE EXISTING 11 M ASSEMBLY UNLESS NOTED OTHERWISE. SEMI PRIVATE- PATIENT II / � �/ \ II \\ SEMI 01 _'__-__-= RIEMI PATIENT j E THE GENERAL CONTRACTOR WILL ENSURE THAT ALL EXISTINGAND OR NEW CONSTRUCTION WILL BE SHELTERED FROM DAMAGE BY WEATHER AT ALL TIMES DURING 01 THE CONSTRUCTION / DEMOLITION PROCESS. ROOM / \ ROOM F UPON COMPLETION OF PHASED DEMOLITION / CONSTRUCTION ACTIVITIES, GENERAL EXISTING KITCHEN CONTRACTOR WILL TURN SPACE BACK TO OWNER CLEAN AND FREE OF DUST / DEBRIS. SEMI � \ - � SEMI G GENERAL CONTRACTOR WILL TAKE MEASURES TO PROTECT ALL EXISTING FINISHES, PRIVATE \ /� PRIVATE 01.PATIENT FURNITURE, FIXTURES AND EQUIPMENT FREE OF DEBRIS, DUST AND DAMAGE AS A PATIENT01 II \ i II-`� - _j RESULT OF DEMOLITION ACTIVITIES. H THE CONTRACTOR WILL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES WILL BE SCHEDULED SO AS TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. + ` 05 L J ROOM 05 I CONCRETE SUB TO BE CLEANED, PATCHED AND REPAIRED f - _ ___ -FLOOR TO EXTENT 03 II 03 '' ` i !i - NECESSARY TO MAKE LEVEL AND RECEIVE NEW FLOOR FINISHES. REFER TO FINISH SCHEDULE. _ r! J RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING LT STORAGE !! DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS - II / �-- SOILED I»� >m1vA G j`I K ------ GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT f N unurY r PATIENT Roots l CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. L GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. M CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER f REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO DINING f ..._ .. I ;,� BE USED. ROOM �.. _`- N VACUUM AREA WITH HEPA FILTERED VACUUMS. O WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END ARCHITECT OF RECORD: _. I 'I °M EXISTING NOURISHMENT LIVING ROOM STORAGE I OF EACH SHIFT WITH DISINFECTANT. JOSE A PEREZ, NCARB AIA OFFICE ADArLr. - RM. ' P REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS AR97653 ASSOCIATED WITH CONSTRUCTION. 0 F F� Q DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS 0� P .__. THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. �P �O FR 0 n !: - -- — -- — - GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE F� y R WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY Z THE LOCAL AHJ. • Q • J, AR97653 = �� S GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. 0� '� T CONTRACTOR TO MAINTAIN 1 HOUR BARRIER UNTIL NEW WORK IS COMPLETE. -- SrFRED ARG,�\ HSK / _� % f OWE �I S HTUB R, - ' STOR. I i •' , . � '.., , -' ROOM -- f � � �,...._ . �N ): KEY PLAN T S PR CT TITLE . ..._.... '✓ ZEPHYRHILLS HEALTH & REHAB [ I LIVING I NURSES MED � " I LOBBY rLT. RECEPTION rLT. BEAUTY Roots I STATION Roots - - - �' t_ j x. ® NOT IN SCOPE CENTER SHOP E I 3 I " i FINISH UPGRADE KILLED I SEMI AREA OF WORK W PRIVATE PATIENT NURSING FACILITY CONFERENCE / PVT. p DINING y ! RECEPTION ROOM f I I I` ! 1 ROOM ;, 1 - PH7 -- -- r� PH3 PH6 PROJECT ADDRESS. 7 Y RD. ZEPHYRHILLS, FL 33540 35O DAIRY � ROOM I ACTIVITY STORAGE ...1I I - PROJECT NUMBER: OFFICE OFFICE /' - PH7 FLTSP16003 OFFICE f PH1 — _._... _ _ PH4 L ISSUED DATE: 12/16/16 - - ,- f ; gE�I PRIVATE rLr. I ELEC- SEMI PRIVATE ;, I �,.. -� -� PH2 P H 5 SHEET TITLE: DEMOLITION PLAN - PHASE 6 / ! PATI _. i ROOM I i ( I PATIENT ROOM [ I rL 1 n � DEMOLITION FLOOR PLAN - PHASE 6 PROJECT NORTH TRUE NORTH (�_N D1m16 1/8" 1'-0" 0 2016 Studio+ z A N J W U) z LL NI I— G7 z w Q JI z W co 0 (6 0 N c N � D� O N 066 C7 N 5 N (c) (D N UN EXIS OR GENERATOR MECI-I. FLEC- �-1::== SOILED / ' LINEN / \__1 II \N, FOLDING ROOM 01 01 2 05 �. c ' STAFF TLT 01 u- / EXISTING STAFF / LOUNGE STAFF 05 TLTt - - EXISTING OFFICE :ISTING iFFICE EXISTING KITCHEN f ELEC. STOR MECH. HOUSEKEEPING STORAGE STORAGE CHAPEL SOILED UTILITY EVS 1 I_�r _ � � ! s PRl `� PRIVATE _a -PA ENT PATIENT 4 M "f ROOM 3PRIVP#E t'RIV4E PATIENT _ --- -5 �ATIEN, T ROOM1 ROOM ' 03- x. - i i ,1 314 03 RIVA,fTE PRIVATE ATIET PATIENT R OOfA ROOM f SEMI - - - SEMI PRIVATE PRIVATE I PATIENT - :r : #1 . PATIENT ROOlilll f T E M TILT ! - I SOILEDI XA _-163 UTILITY "� ! STORAGE 1166 PRIVATE i PATIENT " 04 ROOM DINING F — — — — — 1189 // NOURISHMENT \ LIVING LXAM �� 01 ; RO.OM M 02 I I 03 ^ / i ICRA-14� 1093 IT0ADA TTILT.1RAiE RM.--- / 1 _ 1193 ; I CHART. CLEAN MED UTILITY ROOM l SHOWER STOR. OFFICE SEMI ELECT. PRIVATE PATIENT ROOM DEMOLITION FLOOR PLAN - PHASE 7 1 1 /8" = 1'-0" KEY NOTES ■ 1 EQUIPMENT LAYOUTS TO REMAIN. NEW FINISHES THROUGHOUT. f� 01 DEMO FLOORING, LIGHTING AND WALL COVERING. PREP FOR NEW FINISHES 17 THROUGHOUT, TYP. 2 REFER TO ID SHEETS FOR DETAILS- --- i studio d 02 DEMO DOOR AND WALL 0'-0" AFF TO T-0" AFF 2211 E 7th Ave, Suite A, Tampa, Florida 33605 03 DEMO CASEWORK AND PLUMBING; PREP FOR NEW AS INDICATED ON PROPOSED P: 239.357.4983 AA26002372 FLOOR PLAN Califomia I Florida 04 DEMO DOOR AND WALLS AS INDICATED /� 05 REMOVE SINK AND PREP FOR NEW IN EXISTING LOCATION PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 GENERAL NOTES - ICRA LBA INTERIORS INTERIOR DESIGN A REFER TO D5.01 FOR TEMPORARY PARTITION TYPES AND TEMPORARY DOOR 5650 DTC PARKWAY SCHEDULES. SUITE 100 B RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS ENGLEWOOD, CO 80111 C GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT P: 303.773.0436 CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. D GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. E CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. F VACUUM AREA WITH HEPA FILTERED VACUUMS. G WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END OF EACH SHIFT WITH DISINFECTANT. H REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. I DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. J GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. K GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY CONSTRUCTION. ICRA CLASSIFICATION ICRA CLASSIFICATION LEVEL = TYPE C - GROUP 3 - Class III (3) REFER TO ICRA PERMIT PROVIDED BY OWNER FOR ADDITIONAL INFORMATION, ICRA REQUIREMENTS, & DETAILS NOTE: THE INFORMATION STATED ABOVE IS BASED ON THE HOSPITAL FURNISHED ICRA PERMIT. GENERAL NOTES REVISIONS: A GENERAL CONTRACTOR WILL USE THE EXISTING BUILDING IN A MANNER WHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES IN ANY FASHION. ALL DAMAGE BY GENERAL CONTRACTOR AND THEIR PERSONNEL AND SUB CONTRACTORS SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE BUILDING'S OWNER. PROVIDE PROTECTIVE MATERIAL AS WARRANTED. B ALL ITEMS DENOTED TO BE TURNED OVER TO BUILDING OWNER THAT ARE NOT ACCEPTED BY THE BUILDING OWNER WILL BE LEGALLY DISPOSED OF, OFF SITE BY THE CONTRACTOR. C ALL EXISTING WALL ASSEMBLIES NOTED TO BE REMOVED WILL INCLUDE ENTIRE ASSEMBLY TO ALL POINTS ABOVE CEILINGS. D ALL EXISTING WALL ASSEMBLIES NOTED TO REMAIN WILL INCLUDE ENTIRE EXISTING ASSEMBLY UNLESS NOTED OTHERWISE. E THE GENERAL CONTRACTOR WILL ENSURE THAT ALL EXISTINGAND OR NEW CONSTRUCTION WILL BE SHELTERED FROM DAMAGE BY WEATHER AT ALL TIMES DURING THE CONSTRUCTION / DEMOLITION PROCESS. F UPON COMPLETION OF PHASED DEMOLITION / CONSTRUCTION ACTIVITIES, GENERAL CONTRACTOR WILL TURN SPACE BACK TO OWNER CLEAN AND FREE OF DUST / DEBRIS. G GENERAL CONTRACTOR WILL TAKE MEASURES TO PROTECT ALL EXISTING FINISHES, FURNITURE, FIXTURES AND EQUIPMENT FREE OF DEBRIS, DUST AND DAMAGE AS A RESULT OF DEMOLITION ACTIVITIES. H THE CONTRACTOR WILL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES WILL BE SCHEDULED SO AS TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. I CONCRETE SUB -FLOOR TO BE CLEANED, PATCHED AND REPAIRED TO EXTENT NECESSARY TO MAKE LEVEL AND RECEIVE NEW FLOOR FINISHES. REFER TO FINISH SCHEDULE. J RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS K GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY _CONSTRUCTION. L GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. M CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT TO BE USED. N VACUUM AREA WITH HEPA FILTERED VACUUMS. 0 WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END ARCHITECT OF RECORD: OF EACH SHIFT WITH DISINFECTANT. JOSE A PEREZ, NCARB AIA P REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS AR97653 ASSOCIATED WITH CONSTRUCTION. p F F Q DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. �P �0 PF R GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY z THE LOCAL AHJ. d — S GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING J, AR97653 = ANY CONSTRUCTION. p� 1)> v T CONTRACTOR TO MAINTAIN 1 HOUR BARRIER UNTIL NEW WORK IS COMPLETE. ED ARG� KEY PLAN (N.T.S.): PROJEOTTITLE: ZEPRHILLS HEALTH & REHAB NOT IN SCOPE CENTER [ j AREA OF WORK FINISH UPGRADE - SKILLED NURSING FACILITY L_ PROJECT ADDRESS: -- PH7 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PH3 >r PH6 PROJECT NUMBER: _.. _�...--- - -- --- FLTSP16003 PH7 PH1 - - - -- - PH4 ISSUED DATE- 12/16/2016 ' SHEET TITLE: PH2 ji PH5 DEMOLITION PLAN - PHASE 7 L 11 F PROJECT NORTH TRUE NORTH D1m17 <<) 2016 Studio+ t• _j W 0 a Z) _ U) Z 2 NI cn w 0 JI H W UI 00 O c� 0 E �co ON 066 c� N N CO � e- Ln O N U� DOOR NUMBER PHASE DOOR PANEL SIZE FIRE RATING DOOR INSTALLED REMOVED WIDTH HEIGHT MATERIAL FINISH ICRA-1 PHASE 1 PHASE 1 3' - 0" T - 0" 45 MIN. SCWD ICRA-2 PHASE 2 PHASE 2 4' - 0" 7' - 0" 45 MIN. SCWD ICRA-3 PHASE 2 PHASE 2 4' - 0" T - 0" 45 MIN. SCWD ICRA-4 PHASE 3 PHASE 3 4' - 0" 7' - 0" 45 MIN. SCWD ICRA-5 PHASE 3 PHASE 3 4' - 0" 7' - 0" 45 MIN. SCWD ICRA-6 PHASE 3 PHASE 3 T- 0" 7' - 0" 45 MIN. SCWD ICRA-7 PHASE 4 PHASE 4 4' - 0" 7' - 0" 45 MIN. SCWD ICRA-8 PHASE 4 PHASE 4 4' - 0" 7' - 0" 45 MIN. SCWD ICRA-9 PHASE 5 PHASE 5 4' - 0" 7' - 0" 45 MIN. SCWD ICRA-10 PHASE 5 PHASE 5 4' - 0" 7' - 0" 45 MIN. SCWD ICRA-11 PHASE 6 PHASE 6 4' - 0" 7' - 0" 45 MIN. SCWD ICRA-12 PHASE 6 PHASE 6 T- 0" 7' - 0" 45 MIN. SCWD ICRA-13 PHASE 6 PHASE 6 4' - 0" 7' - 0" 45 MIN. SCWD ICRA-14 PHASE 7 PHASE 7 3' - 0" 7' - 0" 45 MIN. SCWD ICRA-15 PHASE 6 PHASE 6 4' - 0" 7' - 0" 45 MIN. SCWD DOOR SCHEDULE - ICRA FRAME HARDWARE SET TYPE MATERIAL FINISH TYPE 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 1 HM A 21/2" VARIES 21/2" 1 A FLUSH HM COMPRESSIBLE INSULATION COMPRESSIBLE INSULATION NOTE: PLASTER TAPE ALL JOINTS, AND SECURE ALL TAPE WITH RAM -TACK HIGH TACK SPRAY OR EQUAL GENERAL NOTES - DOORS REMARKS A JALL EXIT DOORS SHALL BE OPERABLE FROM THE INTERIOR WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (FBC SECTION 1008). B MAXIMUM EFFORT OT OPERATE DOORS: INTERIOR = 5 LBS, EXTERIOR = 5 LBS, FIRE RATED = 15 LBS C AUTHORITIES HAVING JURISDICTION MAY APPROVE ADJ UP TO 15 LBS D ALL DOORS TO BE SOLID CORE WOOD DOORS AND HAVE PLASTIC LAMINATE FINISH U.O.N. E ALL DOOR FRAMES TO BE WELDED HOLLOW METAL. F ALL HEAD DETAILS TO BE X/AXX U.O.N. G ALL JAMB DETAILS TO BE X/AXX U.O.N. H ALL FRAME TYPES TO BE TYPE "A" U.O.N. SEE FRAME ELEVATIONS. I DOORS AND FRAMES IN TEMPORARY CONSTRUCTION BARRIERS SHALL BE C-LABEL, 45-MINUTE RATED. PROVIDE UL HARDWARE, CLOSER AND POSITIVE LATCHING. LOCKING CONFIGURATION SHALL BE APPROVED IN ADVANCE BY OWNER AND BY ALL AUTHORITIES HAVING JURISDICTION. GENERAL NOTES - ICRA A REFER TO D5.01 FOR TEMPORARY PARTITION TYPES AND TEMPORARY DOOR SCHEDULES. B RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS C GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT FIRE RETARDANT, CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. POLYETHYLENE SHEET WITH SEEMING TAPE D GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. E CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS; ASSURE COVER REMAINS INTACT DURING TRANSPORT. DESIGNATED CONSTRUCTION ENTRANCE/EXIT CONTINUOUS BOTTOM 3 5/8" TO BE USED. F VACUUM AREA WITH HEPA FILTERED VACUUMS. SEAL PERIMETER OF BARRIER WITH DUCT TAPE ON BOTH SIDES 25GA. MTL. STUD TRACK SECURE TO CONCRETE MAX 1/4" SPACE BETWEEN SLAB WITH POWER BOTTOM OF GYP BD & ACTUATED FASTENERS MIN. FLOOR. PROVIDE SEALANT 24" O.C. IN SPACE (TYP BOTH SIDES) COMPRESSIBLE INSULATION G WET MOP ADJACENT AREAS/DESIGNATED TRAFFIC ROUTE FREQUENTLY AND AT THE END OF EACH SHIFT WITH DISINFECTANT. H REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. I DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. J GENERAL CONTRACTOR WILL MAINTAIN THE INTEGRITY OF THE EXISTING FIRE SMOKE WALL UNTIL NEWLY CONSTRUCTED FIRE SMOKE WALL IS IN PLACE AND INSPECTED BY THE LOCAL AHJ. K GENERALCONTRAOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY OCIV PARTITION SCHEDULE -ICRA MARK WALL ASSEMBLY FIRE RATING DETAIL COMMENTS DOOR & FRAME ELEVATIONS - ICRA 3 CONSTRUCTION BARRIER HEAD 2 CONSTRUCTION BARRIER BASE 1 T1 U419 1 T1/D5.01 1 HOUR TEMP CONSTRUCTION BARRIER 3/8" = 1'-0" 3" = 1'-0" 3" = 1'-0" T2 ASTM D-635 T2/D5.01 EDGEGUARD BARRIER USE VERTICAL SLOTTED TOP RUNNER FOR DEFLECTION PER HWD - 0209 USING VERTICAL DEFELECTION CEILING RUNNER OPTION A2. TYPICAL j j FILL SOLID W/ 6 LB. DENSITY SEAL ALL FIRE SAFE INSUL. PER 6 MIL. FIRE RETARDANT OPENINGS UL #H — -0209 POLYETHYLENE to WITH PERIMETER SEALED 20 GA METALSTUD CONTRACTOR WILL w WITH SEAMING TAPE @36" O.C. SPRAY MINERAL WOOL j STAGGERED o TO UNDERSIDE OF DECK METAL STUD (1) LAYER 5/8" GYP BD EACH SIDE EXTENDED TO BOTTOM OF DECK ABOVE - REFER TO FINISH PLAN FOR FINISH .o C FINISHED CEILING - EXISTING FINISHED REFER TO REFLECTED CEILING - CONTRACTOR CEILING PLAN FOR WILL REPLACE DAMAGED MATERIAL &HEIGHT TILE WITH LIKE COLORED & TEXTURED AFTER TEMP. WALL & POLYETHYLENE BARRIER DEMOLITION CONTRACTOR WILL SPRAY MINERAL WOOL ENTIRE HEIGHT OF EXISTING WALL CAVITY EXISTING PARTITION BASE - REFER TO FINISH PLAN SECTION T3 NON RATED WALL TO RESIST THE PASSAGE OF SMOKE 4 7/8" TYPICAL WALL THICKNESS *NOTE - PARTITION ONLY USED TO UPGRADE EXISTING WALL NOT STC RATED. T2 EDGE GUARD BARRIER j RENOVATION SIDE OCCUPIED SIDE SEAL ALL EXISTING STRUCTURE PENETRATIONS IN EXISTING RATED FLOOR U) (1) LAYER (FOR 1-HOUR) 5/8" ASSEMBLY WITH w FIRE CODE GYP. BD. EACH APPROPRIATE SIDE OF FRAMING - APPROVED RATED > SYSTEM AS SHOWN ON SHEET LS5.11 2 D5.01 EXISTING FINISHED CEILING - CONTRACTOR WILL REPLACE DAMAGED TILE AFTER TEMP. WALL POLYETHYLENE BARRIER DEMOLITION 3 5/8" METAL STUDS @ 16" O.C. (1) LAYER (FOR 1-HOUR) 5/8" FIRE CODED GYP. BD. EACH SIDE OF FRAMING - PAINTED ON UARD OCCUPIED SIDE YSTEM SOUND ATTENUATION BLANKETS 1 BASE - REFER TO D5.01 FINISH PLAN / SCHEDULE � S SECTION 0 1-HOUR RATED PARTITION - CONSTRUCT PER U.L. #U419 studionr 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomla I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 P ERF / 9 2 J, AR97653 = ,` c/STEREO pRG�\�� - CL)- 7-i j -I b T TITLE: 'RHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 09/09/2016 SHEET TITLE: DEMOLITION PARTITION PLAN PLAN PLAN EXISTING WALL UPGRADE T3 EDGE GUARD BARRIER T2 1 HR TEMP. SMOKE COMP. WALL T1 1 1 /2" = 1 1 /2" = 1 1 /2" _ D5mOl © 2016 Studio+ 1'-0" 1 1-011 1 1-011 KEY NOTES II c z T J W 0 a D z LL NI U) z w 0 Q� J z W U� 00 0 0 aa) E� O N 04 cV > N i �o � N N 0 Z U04 RESIDENT STORAGE ij b1E T. RM P P / / I - I P C_ u, TLT. R P IE D SEMI PRIVATE ATIE19-9 ROO 6T.RM. TT TLT. V 6-"TIENII- ROOM • SOILED HOLD. CLEAN SUPPLY MECH. S - CORRIDOR ENT SEMI I I SEMI I I PVA TE ----� I r---- - --' 1 r --- P IE PAT NT - ' I --- i O RO M D. D.D.- rD dLTR -w. TLT. r- I I - - - I ,' \ �L W. I - -I �� cQ+ 140 - -� FD - - _ w I "ID. r-- r--_-� LD _-- 0 MEDROOM SOILED L____J L-___J W. I UTILITY_L-� L----J� II C) � r -1 r - -I - EQUIPMENT W. STORAGE L BISTRO DINING KEY NOTES STAFF LOUNGE 1 MECH. ELEC. 3 HEED LINEN SORTING L FOLDING 17 ROOM CORRIDOR TR 1C -�LT RM - ®. 0 STOR. MECH. F�HSKP STORAGE 7ORAGE KITCHEN CHAPEL 1 I I I TILT p LIVING ROOM ROOM ADMISSIONS r1- I I I OFFICE I I I - D. W.I,,.,. • �d FE CORRIDOR 3'-0" ECRE ION D. -W.I �\ STOR. CORRIDOR p I WORK ROOM ROOM RECEPTION I _ NURSES L L_J W i STATION _ D • -1 r---.. F _ OFFICE W. I I I W L - - r' ROOM HOW RECEPTION L----J L____J �I k I / ROOM � t' Y—= D .W_ �/�/ _ - - OFFICE OFFICE OFFICE LT RM it - I STORA S 1 S — - PRIVATE PRIVATE PATIENT J PATIENT ROOM ROOM 1 - EMI I E P E P E PATIENT PATIENT ROOM CORRIDOR ROOM T(T. RM TLT.M IE P TIENT I I P T4T. RM -TtT: R I L EMPE - PE PATIENT PATIENT ROOM ROOM TLT. RM /, TliT. R LT. TLT. IiM. J SEMI SVATE� IRIVAT _ PATIENT PATIENT ROOM ROOM GENERAL NOTES DINING ROOM STOR." O TLT. TLTC BEAUTY PVT. SHOP LIVING DININ ROOM RO CONFERENCE / PVT. DINING ROOM T• 1/ I PRIVATE IL JllIJ�JI` PATIENT PRIVATE ROOM PATIENT ROOM PRIVATE MED PATIENT PREP CLEAN MECH, T- ROOM UTILITY LT. LEA NURSES STATION OFFICE RM. PRIV OFFICE PATIENT � ROOD CORRIDOR TLT C CAE SE O - PRIVATE RIV E PATIENT ATIE T ROOM RM PRIVATE PRIVATE PATIENT PATIENT ROOM ROOM TLT. T. PRIVATE TLT. T. R PRIVATE PATIENT PATIENT ROOM ROOM PRIVA PRIVATE PATIE PATIENT ROO ROOM TLT. T. R u 1 P [VAT SOILED CLEAN OFFICE P l W UTILITY UTILITY PATIE ROOM I - LIVING BISTRO • ROOM OFFICE TLT. I2 T . RM TLT. SHOWER / TUB C. 7 ROOM LT.IRGE 7T rNURSEN PRIVATE PATIENT ROOM RECEPTION ED Q ROOM OWE ROOM OFFICE TLT. � LEC I_ EMI SE PRIVATE PRIVATE PATIENT ' PATIENT ROOM r� TL II T�7. RM TLT. RM 1 PRIVATE CORRIDOR PATIENT ROOM i TE T 1 T_RM TLT. #M' P E AT NT P TIE R M I O ' C EAN SOIL I LDNG HOLDING RI TE P VA E AT NT , P TIE R M I O TLT TLT.-M. I I PRIVATE PATIENT r-- TLIT. TAT. RM TLT. fjtM TLL',RN I -- I SEMI SEMI -" PRI PRIV Tr PAT NT PAT[ Roo R ROO PRIVATE PATIENT ROOM I � rJ ' 1 G4.01 PRIVATE PATIENT ROOM PHYSICAL THERAPY 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 PATIENT f SE IT [C - EMI SEMI VM�I P P E PATIENT PATIENT PATIENT ROOM ROOM ROOM L ROOM P� RM. TLT. RM. TLT. RM. % TL . R CORRIDOR II_ T_ TLT. RM REVISIONS: PATIENT ' ROOM I PA TENT A TENT TIT R IiM SIVAT PR I PATIENT PATIENT _I ROOM ROOM I FF —� ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 1\ �.oF Flog Z v_ J, AR97653 OVERALL PROPOSED FIRST FLOOR PLAN 1/1611TFRED ARG� 11-011 ' KEY PLAN (N.T.S.)- E TTITLE- E HYRHILLS HEALTH & REHAB IKIX NOT IN SCOPE CENTER L AREA OF WORK FINISH UPGRADE -SKILLED NURSING FACILITY N PROJECT ADDRESS: PH7r �� `,�'' 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PH3 A— PH6 ' PROJECT NUMBER: FLTSP16003 PH7 PH1 _.._�a� _�.w_ PH4 I ISSUED DATE: 12/16/2016 1 SHEET TITLE: PH2 PH5 I OVERALL PROPOSED FLOOR PLAN i n--i PROJECT NORTH TRUE NORTH Alsio (0 2016 Studio+ KEY NOTES 1 W n co z IL N U) z w Q I J z w U I 00 0 cfl 0 N c Ea_ O N 0.4 N N � cn o L N M UN PROPOSED FIRST FLOOR PLAN - PHASE 1 I 1 1 /8" = 1'-0" 01 (CONFIRM EXISTING WALLS MEET REQUIRED RATING; RECONSTRUCT IF NECESSARY 02 REFER TO ID SHEETS FOR DETAILS GENERAL NOTES A ALL GYPSUM BOARD IN WALL PARTITIONS TO BE TYPE X LION. B ALL PARTITIONS TO BE DIMENSIONED FROM FINISHED FACE U.O.N. C ALL DOOR JAMBS TO BE LOCATED 4" FROM PERPENDICULAR WALLS, U.O.N ALL DOUBLE EGRESS DOORS LOCATED IN 8'-0" CORRIDORS TO BE CENTERED WITHIN THE CORRIDOR U.O.N. D ALL COLUMNS TO BE WRAPPED WITH PARTITION TYPE 2, U.O.N. E PARTITION ALIGNMENTS SUPERSEED DIMENSIONS, EXEPT WHERE "CLEAR" AND "HOLD" ARE NOTED. F FOR ROOF TOP UNITS, SEE MECHANICAL DRAWINGS. G FOR PARTITION TYPES, REFER TO_UL DETAIL SHEET(S) AND PARTITION TYPES SHEET(S) H CONTRACTOR SHALL PROVIDE RAKKS RECCESSED UNDER COUNTER BRACKETS. TYP. ALL WORK STATIONS W/ FACTORY FINISHED EASED EDGES. SPACING PER MANUFACTURERS GUIDELINES. J CONTRACTOR TO COORDINATE AND VERIFY WOOD SUPPORT IN ALL AREAS WHERE WALL MOUNTED DEVICES AND CASEWORK ARE TO BE INSTALLED. BLOCKING TO COMPLY WITH REQUIREMENTS WHERE LOCATED IN FIRE RATED PARTITIONS. KEY PLAN (N.T.S.): NOT IN SCOPE 17 AREA OF WORK �2 -- - L_j 5\1 I PH6 PH7 LI PH2 C st U d o-� 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 p F F � O� 1 Q, 2 A V J, AR97653 = c/SrFRED � I P C TITLE- Z YRHILLS HEALTH & REHAB C' NTER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: PROPOSED FLOOR PLAN - PHASE 1 PROJECT NORTH TRUE NORTH Almll © 2016 Studio+ KEY NOTES 1 PROVIDE BLOCKING, POWER, AND DATA CONNECTIONS AS NECESSARY FOR NURSE KIOSK, TO BE CENTERED 60" AFF. 2 NEW EXTERIOR AUTOMATIC SLIDING DOOR stud'10�___._�- t i•] w r) z IL N U) w 0 ¢I J z w U 0I 0 co 0 fV c- (1) 75; En o� G CV �, CD tq O N (ncy) UN PROPOSED FIRST FLOOR PLAN - PHASE 2 GENERAL NOTES A ALL GYPSUM BOARD IN WALL PARTITIONS TO BE TYPE X UON. B ALL PARTITIONS TO BE DIMENSIONED FROM FINISHED FACE U.O.N. C ALL DOOR JAMBS TO BE LOCATED 4" FROM PERPENDICULAR WALLS, U.O.N ALL DOUBLE EGRESS DOORS LOCATED IN 8'-0" CORRIDORS TO BE CENTERED WITHIN THE CORRIDOR U.O.N. D ALL COLUMNS TO BE WRAPPED WITH PARTITION TYPE 2, U.O.N. E PARTITION ALIGNMENTS SUPERSEED DIMENSIONS, EXEPT WHERE "CLEAR" AND "HOLD" ARE NOTED. F FOR ROOF TOP UNITS, SEE MECHANICAL DRAWINGS. G FOR PARTITION TYPES, REFER TO UL DETAIL SHEET(S) AND PARTITION TYPES SHEET(S) H CONTRACTOR SHALL PROVIDE RAKKS RECCESSED UNDER COUNTER BRACKETS. TYP. ALL WORK STATIONS W/ FACTORY FINISHED EASED EDGES. SPACING PER MANUFACTURERS GUIDELINES. J CONTRACTOR TO COORDINATE AND VERIFY WOOD SUPPORT IN ALL AREAS WHERE WALL MOUNTED DEVICES AND CASEWORK ARE TO BE INSTALLED. BLOCKING TO COMPLY WITH REQUIREMENTS WHERE LOCATED IN FIRE RATED PARTITIONS. KEY PLAN (N.T.S.).- L i AREA OF WORK 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 P ��o PCID v • Q �� • J, AR97653 = Fc/STF PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY u PH3 r'x ---- - PH7 PH6 -� — PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 X % X�l PH7 PROJECT NUMBER: FLTSP16003 PH1 PH4 ISSUED DATE: 12/16/2016 SHEET TITLE: PROPOSED FLOOR PLAN - PHASE PH2 -� :. PH5 2 .� PROJECT NORTH TRUE NORTH 1 /8" = 1'-0" % Alm12 ( c) 2016 Studio+ W 2 z LL ry z w 0 Q 00 0 0 aa) E� OIt 04 N i�_ N In 0 UN KEY NOTES ■ 1 PROMDF BLOCKING, POWER, AND DATA CONNECTIONS AS NECESSARY FOR NURSE KIOSK, TO BE CENTERED 60" AFF. 2 REFER TO ID SHEETS FOR DETAILS 10+ 2211 E 7th Ave, Suite A, Tampa, Florida 33605 GENERATOR MECH. ELEC. ELEC. P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP LT. RM - i' - 2016 ALDEN ROAD 1052T "�L l ORLANDO, FL 32803 LAUNDRY SOILED STOR. P: 407.246.16$$ t LINEN L f L__j SEMI RESIDENT 1052T _ _ PRIVATEL BA INTERIORS STORAGE — PATIENT - 1050 ROOM MECH. INTERIOR DESIGN 1052 1052 5650 DTC PARKWAY 1 - SUITE 100 SOILED CLEAN 1050 HOLD SUPPLY I ENGLEWOOD, CO 80111 1051 1054 P: 303.773.0436 MECH. FOLDING ELECT. 1051 1055 ROOM 1048 1048 6 A4.11 I HOUSEKEEPING SHO 1 TILT. 1 / RO I 1047T 1049 10 9 j , L-J D SEMI I L--j 1054 1055 PRIVATil - 1047 CORRIDOR \ CORRIDOR �.--- PATIENT 1007 1006 1047 ' STAFF TLT. R� T. RM. 1045T 1046T TLT L_J SEMI ? L_r - L_J SEMI r; L-J �. PRIVATE 1045T 1046 PRIVATE ' _i PATIENT PATIENT STORAGE=- ROOM 1045 1046 ROOM 1045 -1046- EXISTING -- - - - - STAFF r SEMI I SEMI LOUNGE PRIVATE 1039 1040 , PATIENT 1 39T _ PATIENT I A ROOM; 1 ROOM �, 4 STAFF GENERAL NOTES REVISIONS: 0 1040T FF 1039 i r 1040 ; A4.01 TLT A ALL GYPSUM BOARD IN WALL PARTITIONS TO BE TYPE X LION. - - -- B ALL PARTITIONS TO BE DIMENSIONED FROM FINISHED FACE U.O.N. 1039T , 040T + Hry C ALL DOOR JAMBS TO BE LOCATED 4" FROM PERPENDICULAR WALLS, U.O.N ALL DOUBLE TILT. 9 TILT. T EGRESS DOORS LOCATED IN 8'-0" CORRIDORS TO BE CENTERED WITHIN THE CORRIDOR --J-J" I -- - CORRIDOR - — - � - — - l ' _ .' U.O.N. -- - --- - -- 1 C _i D ALL COLUMNS TO BE WRAPPED WITH PARTITION TYPE 2, U.O.N. - , STORAGE E PARTITION ALIGNMENTS SUPERSEED DIMENSIONS, EXEPT WHERE "CLEAR- AND "HOLD" TLT. R T. RM. i ARE NOTED. 1037T 1038T I I I F FOR ROOF TOP UNITS, SEE MECHANICAL DRAWINGS. L-� Li L-� G FOR PARTITION TYPES, REFER TO UL DETAIL SHEET(S) AND PARTITION TYPES SHEET(S) (PRIVATE PRIVATE 8 SEMI �� SEMI � H CONTRACTOR SHALL PROVIDE RAKKS RECCESSED UNDER COUNTER BRACKETS. TYP. - A 1037T 1038T � i PATIENT - PATIENT ALL WORK STATIONS W/ FACTORY FINISHED EASED EDGES. SPACING PER MANUFACTURERS GUIDELINES. ROOM ROOM j J CONTRACTOR TO COORDINATE AND VERIFY WOOD SUPPORT IN ALL AREAS WHERE 1037 1037 1038 1038 WALL MOUNTED DEVICES AND CASEWORK ARE TO BE INSTALLED. BLOCKING TO SEMI 1035 1036 PRSEMI IVATE COMPLY WITH REQUIREMENTS WHERE LOCATED IN FIRE RATED PARTITIONS. PRIVATE PATIENT PATIENT ROOM - -- 1 1036T ROOM; 1035 035T ,1036 EXISTING TL . RM. T. RM. -� �- KITCHEN 1035T 1174 1036T MEDICAL 103LED 1D RECORDS UOILITY L iD 1 228LJ EQUIPMENT 4_0 ® O II 9 O2 STORAGE _ -' 1029 _ __ ¢ CO 1032 I DINING -- - -- I � BISTRO ROOM x I - —2'-3" 1031- 1032 ADMISSIONS OFFICE EXISTING ARCHITECT OF RECORD: i U_ 1063 CHAPEL JOSE A PEREZ, NCARB AIA cM 5, AR97653 13'-10 3/8" o p F Flo _8„ 1031E - 9, ALIGN 11'-2" C S� 1063 Q� �\ P FR 9 co = v CORRIDOR CORRIDOR 1033 11057 s AR97653 = „ ---I /, ci RED ?I EVS _ ! I ' _ 1026 I WORK , I ROOM E rg KEY PLAN (N.T.S.). P E TTITLE Roots 1058 H; RHILLS HEALTH & REHAB 1023 NURSES RECEPTION LT NOT IN SCOPE STATION I-� 05- TLT T l! E R 1 1020 LIVING ROOM FINISH UPGRADE -SKILLED J �__ � 0>34 x ❑ AREA OF WORK OFFICE _ - -- NURSING FACILITY SHOWER f RECEPTION PROJECT ADDRESS: _.. 1019 Roots --. --n - 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 _ 1024- - ECREATION PH3 PH6 -s - STOR. OFFICE OFFICE CONFf RENCE 1025 1061 1062 ROOM PROJECT NUMBER: FLTSP16003 OFFICE CORRIDOR I x .. PH7 1 1018 1001 -- _. ...._._ „__ ., PH1 PH4 1 ISSUED DATE: _ _-- -- - 12/16/2016 771 STAFF SHEET TITLE. .. PH2 SEMI PH5 PROPOSED FLOOR PLAN - PHASE .^� i. TILT. � � j 1017 PRIVATE stud .- PATIENT f --- ROOM a 3 - - I -- - t-il-USED SIR � T'HASE 3 _ 1 PROJECT NORTH TRUE NORTH Alm13 1 /8" = 1'-0" © 2016 Studio+ z a J LLI Q U tl _ z LL N I-- z w 0 J Q ry F- z w U 00 0 co a N Ed- U � O Lr) C) � N N � cna N U04 PROPOSED FIRST FLOOR PLAN - PHASE 4 1 1 1 /8" = 1'-01, KEY NOTES ■ 1 PROVIDE BLOCKING, POWER, AND DATA CONNECTIONS AS NECESSARY FOR NURSE KIOSK, TO BE CENTERED 60" AFF. 2 REFER TO ID SHEETS FOR DETAILS studio+ 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 GENERAL NOTES REVISIONS: A ALL GYPSUM BOARD IN WALL PARTITIONS TO BE TYPE X UON. B ALL PARTITIONS TO BE DIMENSIONED FROM FINISHED FACE U.O.N. C ALL DOOR JAMBS TO BE LOCATED 4" FROM PERPENDICULAR WALLS, U.O.N ALL DOUBLE EGRESS DOORS LOCATED IN 8'-0" CORRIDORS TO BE CENTERED WITHIN THE CORRIDOR U.O.N. D ALL COLUMNS TO BE WRAPPED WITH PARTITION TYPE 2, U.O.N. E PARTITION ALIGNMENTS SUPERSEED DIMENSIONS, EXEPT WHERE "CLEAR" AND "HOLD" ARE NOTED. F FOR ROOF TOP UNITS, SEE MECHANICAL DRAWINGS. G FOR PARTITION TYPES, REFER TO UL DETAIL SHEET(S) AND PARTITION TYPES SHEET(S) H CONTRACTOR SHALL PROVIDE RAKKS RECCESSED UNDER COUNTER BRACKETS. TYP. ALL WORK STATIONS W/ FACTORY FINISHED EASED EDGES. SPACING PER MANUFACTURERS GUIDELINES. J CONTRACTOR TO COORDINATE AND VERIFY WOOD SUPPORT IN ALL AREAS WHERE WALL MOUNTED DEVICES AND CASEWORK ARE TO BE INSTALLED. BLOCKING TO COMPLY WITH REQUIREMENTS WHERE LOCATED IN FIRE RATED PARTITIONS. KEY PLAN (N.T.S.): u AREA OF WORK ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 p F F Z O� Q �\0 P �o v J, AR97653 = �c/STF RED AR WA-11 R JECT TITLE: EEPHYRHILLS HEALTH & REHAB ENTER FINISH UPGRADE - SKILLED NURSING FACILITY -- - PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 Ll ISSUED DATE: 1 12/16/2016 SHEET TITLE: PROPOSED FLOOR PLAN - PHASE 4 PROJECT NORTH TRUE NORTH Als14 () 2016 Studio+ IN ►FA T N J W a_ U) z N U) I-- z LU 0 Q J z w U 0 0 N a En U CO oLf) � N N�0 i r 0 N (f) 0) UN KEY NOTES ■ 1 PROVIDE BLOCKING, POWER, AND DATA CONNECTIONS AS NECESSARY FOR NURSE KIOSK, TO BE CENTERED 60" AFF. 2 REFER TO ID SHEETS FOR DETAILS studio+ 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 GENERAL NOTES REVISIONS: A ALL GYPSUM ROARD IN WALL PARTITIONS TO BE TYPE X UON. B ALL PARTITIONS TO BE DIMENSIONED FROM FINISHED FACE U.O.N. C ALL DOOR JAMBS TO BE LOCATED 4" FROM PERPENDICULAR WALLS, U.O.N ALL DOUBLE EGRESS DOORS LOCATED IN 8'-0" CORRIDORS TO BE CENTERED WITHIN THE CORRIDOR U.O.N. D ALL COLUMNS TO BE WRAPPED WITH PARTITION TYPE 2, U.O.N. E PARTITION ALIGNMENTS SUPERSEED DIMENSIONS, EXEPT WHERE "CLEAR" AND "HOLD" ARE NOTED. F FOR ROOF TOP UNITS, SEE MECHANICAL DRAIMNGS. G FOR PARTITION TYPES, REFER TO UL DETAIL SHEET(S) AND PARTITION TYPES SHEET(S) H CONTRACTOR SHALL PROVIDE RAKKS RECCESSED UNDER COUNTER BRACKETS. TYP. ALL WORK STATIONS W/ FACTORY FINISHED EASED EDGES. SPACING PER MANUFACTURERS GUIDELINES. J CONTRACTOR TO COORDINATE AND VERIFY WOOD SUPPORT IN ALL AREAS WHERE WALL MOUNTED DEVICES AND CASEWORK ARE TO BE INSTALLED. BLOCKING TO COMPLY WITH REQUIREMENTS WHERE LOCATED IN FIRE RATED PARTITIONS. KEY PLAN (N.T.S.): I I AREA OF WORK PH2 � PH5 ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 CO P F�'F /O z • <c — � • AR97653 = Fc/STD �{ RED AR W 1foolve TITLE: CHILLS HEALTH & REHAB FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS. 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: i FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: PROPOSED FLOOR PLAN - PHASE 5 PROPOSED FIRST FLOOR PLAN - PHASE 5 1 PROJECT NORTH TRUE NORTH 1 /8" = 1 '-0" I Alm15 © 2016 Studio+ f� LIJ Z LL N F— H w Q JI F- w U I O 0 N 4 c I 00 o� � N N cn O 0 O) UN 0 KEY NOTES PROVIDE BLOCKING, POWER, AND DATA CONNECTIO KIOSK, TO BE CENTERED 60" AFF. REFER TO ID SHEETS FOR DETAILS GENERAL NOTES ■ NECESSARY FOR NURSE 11 studio', 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida ALL GYPSUM BOARD IN WALL PARTITIONS TO BE TYPE X UON. ALL PARTITIONS TO BE DIMENSIONED FROM FINISHED FACE U.O.N. _ ALL DOOR JAMBS TO BE LOCATED 4" FROM PERPENDICULAR WALLS, U.O.N ALL DOUBLE EGRESS DOORS LOCATED IN 8'-0" CORRIDORS TO BE CENTERED WITHIN THE CORRIDOR U.O.N. ALL COLUMNS TO BE WRAPPED WITH PARTITION TYPE 2, U.O.N. PARTITION ALIGNMENTS SUPERSEED DIMENSIONS, EXEPT WHERE "CLEAR" AND "HOLD" ARE NOTED. FOR ROOF TOP UNITS, SEE MECHANICAL DRAWINGS. FOR PARTITION TYPES, REFER TO UL DETAIL SHEET(S) AND PARTITION TYPES SHEET(S) CONTRACTOR SHALL PROVIDE RAKKS RECCESSED UNDER COUNTER BRACKETS. TYP. ALL WORK STATIONS W/ FACTORY FINISHED EASED EDGES. SPACING PER MANUFACTURERS GUIDELINES. CONTRACTOR TO COORDINATE AND VERIFY WOOD SUPPORT IN ALL AREAS WHERE WALL MOUNTED DEVICES AND CASEWORK ARE TO BE INSTALLED. BLOCKING TO COMPLY WITH REQUIREMENTS WHERE LOCATED IN FIRE RATED PARTITIONS. KEY PLAN (N.T.S.): NOT IN SCOPE AREA OF WORK -1-J PH7 PH3 PH1 PH2 i r.l PH7 PH6 -- PH4 �1 PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 (jF F(0� A PCO = v_ J, AR97653 = ,` L/ RFD AR E T TITLE: FfYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: PROPOSED FLOOR PLAN - PHASE 6 PROPOSED FIRST FLOOR PLAN - PHASE 6 PROJECT NORTH TRUE NORTH 1 /8" = 1'-0" Alm16 © 2016 Studio+ I z N J W U) z IL N I- f- z w 0 Q I— z W 00 0 0 N N S d U L(') o= 0Lj-� N N (f) (D (1)0) U N KEY NOTES ■ 1 EQUIPMENT LAYOUTS TO REMAIN. NEW FINISHES THROUGHOUT. 2 REFER TO ID SHEETS FOR DETAILSs U 10 ,� 1 �: •. 2211 , Tampa, 7th Ave, Suite A a, Florida 33605 E p GENERATOR MECH. ELEC. I i E(;.\ P: 239.357.4983 AA26002372 California I Florida PENINSULA ENGINEERING INC SEMI SEMI MEP&FP O PRIVATE PATIENT ` PRIVATE PATIENT 2016 ALDEN ROAD ROOM ROOM ORLANDO, FL 32803 LL LAUNDRY _ SOILED STOR. PRIVATE ' P: 407.246.1688 1181 "- 1181 LINEN 1180 PATIENT CLEAN MECH.`.. SORTINGCORRIDOR RooM UTILITY FR(� _LBA INTERIORS INTERIOR DESIGN MECH. �' i� � l 1 , ! # ....__ / STOR l 5650 DTC PARKWAY 1181 A " 1205 S .` ._... • SUITE 100 1177A �7A 1177 -. Oil I - y ` � ENGLEWOOD, CO 80111 LINEN STOR. 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F FOR ROOF TOP UNITS, SEE MECHANICAL DRAWINGS. �• I PRIVATE h', �_._ . _.I I IV E _� fATICIET � ' G FOR PARTITION TYPES, REFER TO UL DETAIL SHEET(S) AND PARTITION TYPES SHEET(S) H CONTRACTOR SHALT_ PROVIDE RAKKS RECCESSED UNDER COUNTER BRACKETS. TYP. PATIENT 4" WORK STATIONS W/ FACTORY FINISHED EASED EDGES. SPACING PER .ROOM�ALL ,I MANUFACTURERS GUIDELINES. J CONTRACTOR TO COORDINATE AND VERIFY WOOD SUPPORT IN ALL AREAS WHERE EXISTING - _'--- WALL MOUNTED DEVICES AND CASEWORK ARE TO BE INSTALLED. BLOCKING TO KITCHEN ..., : ----- COMPLY WITH REQUIREMENTS WHERE LOCATED IN FIRE RATED PARTITIONS. SEMI �% SEMI PRIVATE PRIVATE PATIENT ;-' ,.. PATIENT ROOC✓I % ROOM �.� 294 Q PRIVATE - w�� iI� PATIENT I II I 4`- O2 " SOfLED _ - ;_ , UTILITY CLEAN UTILITY OFFICE ROOM _ z � _j I I 1094 � DINING `D 2'_3" a ROOM_ BISTRO ARCHITECT OF RECORD. 1070 1os4 EXISTING OFFICE i � CHAPEL 1064 4: _ JOSE A PEREZ, NCARB AIA • OFFICE TILT. RM. 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F_ ALL EXISTING FIRE SPRINKLERS AND FIRE ALARM DEVICES TO REMAIN. G ALL LIGHT FIXTURES TO BE CENTERED ON CEILING, U.N.O. H ALL TOILET ROOMS TO HAVE LIGHT FIXTURES CENTERED IN ROOM, FANS CENTERED ABOVE TOILETS AND VANITY LIGHTING CENTERED ABOVE SINK, U.N.O. OVERALL REFLECTED CEILING PLAN KEY PLAN (N.T.S.): NOT IN SCOPE AREA OF WORK PH2 I1 PROJECT NORTH TRUE NORTH studio 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 �F FZ OR P hC • Q �� • p J, AR97653 = „ TITLE: MILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER_ FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: REFLECTED CEILING PLAN Al m20 (c) 2016 Studio+ W 0 CD d. Z LL N F— _) Z W C) Q I J Q ry Z W U I 0 cfl 0 N C N E U f� O LO iCj � N N cfl cn o (3i N � G) U N KEY NOTES studio 0 z m J w a 2 fn z LL ry NI I= z w 0 Q i J IY I- z w UI 00 O c� - u(i D °�- ON 0 [ N N � N (j) 0') UN C°)� 0 ® 0H o ,�. OH® - O C�� OF9I E 3'-1 3'-6" EQ EQ 00 o o c) 0 0 0 A5.11. 4' 1 5/8" 5'-9" 5-9" 4'-1 5/8" i CORRIDOR 9' 0"'1 -'"'� 8' _ o' ! O 8. 9 RECREATION EVS 7- 0 ° O a ��,�� a O w C(� ' O - o 11VORK - - f 46- EQ. �' S' 6" LIVING w IQOM a �� o C ROOM A5 1 1 0 0Lij_T7 0 0 Ci a RECEPTION CORRIDOR w w EQ. EQ EQ. TILT RM - EQ. 4' - 8" EQ. EQ. 5'-10" EQ. G STORAF (> - - ETLT. TILT. RM TLURM TL�M ® co m S�MI EQ t EQSEMI 6'-0" °' '-0" O PRIVATET PATENT O - - TYP. TYP. LU PRIVATE PATIENT RO M O w ROOM CORRIDORI Q PRIVATE PATIENT ® � PRIVATE O ROOM j ROOM PATIENT Oi C, TILT. RM TILT. 14M ' v M 0 0 EQ EQ �Q E� SOILED CLEAN - HOLDING HOLDING 0 0_ M TYP. TYP. n I O O 011 M � O UC3� 7L uJ �0 EQ EQ L o> TILT, RM PRIVATE PRIVATE O O PATIENT PATIENT ROOM TLT. RM O ROOM TY--6 5o q Lij SEMI <(s� - {�- - _ - 0 TV SEMI PRIVATE PATIENT ��) 6' 0' 6'-0" PRIMATE PATIENT, ROOM TYP. TYP. ROOM O TILT. RM. ® TILT. RM TILT. RM ® TILT. RM. EQ EQ SEMI SEMI PRIVATE PRIVATE U PATIENT .' n PATIENT ROOM ROOM 3 6" _ o 0 _ Oco N O F GENERAL NOTES A ALL EXISTING 1 HR RATED LIDS TO REMAIN AND BE REPAIRED AS REQ'D _ B ALL CEILINGS TO BE 8'-0" ABOVE FINISHED FLOOR U.N.O. C ALL HEADERS TO BE 4 7/8" THICK U.N.O. D ALL PLASTIC LAMINATE SOFFITS OVER CASEWORK TO BE FLUSHED WITH UPPER CABINETS. SOFFITS TO BE T-0" AFF U.N.O. _ E ON ALL GYP BD CEILINGS, CENTERLINES ARE CENTERED ALONG ALL CEILING MOUNTED DEVICES (LIGHTS, SPRINKLERS, ACCESS PANELS, ETC) AND SOFFIT MOUNTED DIFFUSERS, U.O.N. F ALL EXISTING FIRE SPRINKLERS AND FIRE ALARM DEVICES TO REMAIN. G ALL LIGHT FIXTURES TO BE CENTERED ON CEILING, U.N.O. H ALL TOILET ROOMS TO HAVE LIGHT FIXTURES CENTERED IN ROOM, FANS CENTERED ABOVE TOILETS AND VANITY LIGHTING CENTERED ABOVE SINK, U.N.O. KEY PLAN (N.T.S.): ® NOT IN SCOPE AREA OF WORK rr�7 PH5 -- PH4 1 ( 1 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 0� CO �o F� Z • ¢ �� • J, AR97653 0" Fc/STD D AR G�\�� fnn E TITLE: E H RHILLS HEALTH & REHAB E R FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: ENLARGED REFLECTED CEILING PLAN-PHASE2 ENLARGED RCP — PHASE 2 PROJECT NORTH TRUE NORTH 1 /8" = 1'-0" Al • 22 �> 2016 Studio E KEY NOTES studio �r z N J W U) z LL ry _ NI z W ❑ ¢I Q z w U 00 I C) 0 N a Ea- 066 CV N Q0 (A O 00') r UN 0 N 0 in o 4'-6" M RESIDENT STORAGE u u u � ELECT. CLEAN o 01 01 SUPPLY - 81, Q 4,-0„ Q SHOWER El Fl� _ a 0 ROOM SEMI TLT. RM. - O PRIVATE d w PATIENT -ROOM. EQ EQAE� - , ' „ -` CORRIDOR - 10] -- ' TYP. TYP. ql °' O SEMI TLT. RM. i� TLT. RM.- I . SEMII .: . r E] <<� PRIVATE (off PRIVATE PATIENT PATIENT ROOM I ROOM U U SEMI SEMI PRIVATE O PRIVATE PATIENT O ❑ (" u Q � - -- ROOM PATIENT � ROOM TLT. RM.TLT. co I RM. - - -- O <o ) C4 RI�OR Irl — <o I ® o rfl IO O j O SEMI TLT. RM. TLT. RM. SEMI CC)� PRIVATE - �-J i-;� PRIVATE PATIENT PATIENT ROOM ROOM { _ CO) n C� SEMI PRIVATE 1' ❑ 'I SEMI (fie.%1 PRIVATE PATIENT { - PATIENT ROOM TLT. RM. TLT. RM. ROOM ® o 7' 0" X 6-0" M 6'-8" 6'-8" - 7'-0" 6'-8" 6'-8" 5'-51/ -- -. w 71 c) O O ❑ ❑ El 4'-0" hn;.' 8' 0" l_ DINING � 6J ROOM O o 0 0 00..-� ® LL] O oo Q � o o q ' 0 ENLARGED RCP - PHASE 3 GENERAL NOTES A ALL EXISTING 1 HR RATED LIDS TO REMAIN AND BE REPAIRED AS REQ'D B ALL CEILINGS TO BE 8'-0" ABOVE FINISHED FLOOR U.N.O. C ALL HEADERS TO BE 4 7/8" THICK U.N.O. D ALL PLASTIC LAMINATE SOFFITS OVER CASEWORK TO BE FLUSHED WITH UPPER CABINETS. SOFFITS TO BE 7'-0" AFF U.N.O. E ON ALL GYP BD CEILINGS, CENTERLINES ARE CENTERED ALONG ALL CEILING MOUNTED DEVICES (LIGHTS, SPRINKLERS, ACCESS PANELS, ETC) AND SOFFIT MOUNTED DIFFUSERS, U.O.N. F ALL EXISTING FIRE SPRINKLERS AND FIRE ALARM DEVICES TO REMAIN, G ALL LIGHT FIXTURES TO BE CENTERED ON CEILING, U.N.O. H ALL TOILET ROOMS TO HAVE LIGHT FIXTURES CENTERED IN ROOM, FANS CENTERED ABOVE TOILETS AND VANITY LIGHTING CENTERED ABOVE SINK, U.N.O. KEY PLAN (N.T.S.)- ® NOT IN SCOPE AREA OF WORK PH2 PH5 I- i n 1 PROJECT NORTH TRUE NORTH 1 /8" = 1'-0" Lj 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 �'�'pF FloR CO �0 Pe ,9e� O 0 91 Z J, AR97653 = c/STFRED ARG�\� PR C TITLE: Z RHILLS HEALTH & REHAB FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: ENLARGED REFLECTED CEILING PLAN - PHASE 3 Al ■ 23 (0 2016 Studio+ l KEY NOTES studmlo+ t11 z a a� J WI 2 U) z LL _ N I _I U) F- z w 0 al J F- z w UI 00 0 0 N c m� E� OM 06 c N N Cfl (n O N UN 0 /;<jl EQ. 5'-6" EQ. EQ EQ 1. EQ L EQ ❑I � 01 ,; C1 DL TILT N a w ❑, ❑ M_ �-_j w ❑ `�' OFFICE L C) CH6 ART q o TLT Imo,'Lj �❑ ifl Ej 0 0 o d w 6'-0,,. 6'-b w 7YP. ` TYP:. 0 ENLARGED RCP - PHASE 4 1 1 /8" = 1'-0" GENERAL NOTES A ALL EXISTING 1 HR RATED LIDS TO REMAIN AND BE REPAIRED AS REQ'D B ALL CEILINGS TO BE 8'-0" ABOVE FINISHED FLOOR U.N.O. C ALL HEADERS TO BE 4 7/8" THICK U.N.O. D ALL PLASTIC LAMINATE SOFFITS OVER CASEWORK TO BE FLUSHED WITH UPPER CABINETS. SOFFITS TO BE 7'-0" AFF U.N.O. E ON ALL GYP BD CEILINGS, CENTERLINES ARE CENTERED ALONG ALL CEILING MOUNTED DEVICES (LIGHTS, SPRINKLERS, ACCESS PANELS, ETC) AND SOFFIT MOUNTED DIFFUSERS, U.O.N. F ALL EXISTING FIRE SPRINKLERS AND FIRE ALARM DEVICES TO REMAIN. G ALL LIGHT FIXTURES TO BE CENTERED ON CEILING, U.N.O. H ALL TOILET ROOMS TO HAVE LIGHT FIXTURES CENTERED IN ROOM, FANS CENTERED ABOVE TOILETS AND VANITY LIGHTING CENTERED ABOVE SINK, U.N.O. KEY PLAN (N.T.S.).- FCKNOT IN SCOPE AREA OF WORK PH3 PROJECT NORTH PH6 PH7 PH4 i PH5 TRUE NORTH 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 OF FZ O� A PCOD Q —fit— � • J, AR97653 c/SrFRED p,RG�\��, P J Cl' TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: ENLARGED REFLECTED CEILING PLAN - PHASE4 Al ■ 24 (0 2016 Studio+ KEY NOTES st U d i o�� 14 z a m J LIJ CL U) z LL _ N I— U) IL- W ❑ Q ao 0 0 4- c Z� oL0 o� N L O N MO) UN ENLARGED RCP - PHASE 5 I 1 1 /8" = 1'-01, GENERAL NOTES A ALL EXISTING 1 HR RATED LIDS TO REMAIN AND BE REPAIRED AS REQ'D B ALL CEILINGS TO BE 8'-0" ABOVE FINISHED FLOOR U.N.O. C ALL HEADERS TO BE 4 7/8" THICK U.N.O. D ALL PLASTIC LAMINATE SOFFITS OVER CASEWORK TO BE FLUSHED WITH UPPER CABINETS. SOFFITS TO BE 7'-0" AFF U.N.O. E ON ALL GYP BD CEILINGS, CENTERLINES ARE CENTERED ALONG ALL CEILING MOUNTED DEVICES (LIGHTS, SPRINKLERS, ACCESS PANELS, ETC) AND SOFFIT MOUNTED DIFFUSERS, U.O.N. F ALL EXISTING FIRE SPRINKLERS AND FIRE ALARM DEVICES TO REMAIN. G_ ALL LIGHT FIXTURES TO BE CENTERED ON CEILING, U.N.O. H ALL TOILET ROOMS TO HAVE LIGHT FIXTURES CENTERED IN ROOM, FANS CENTERED ABOVE TOILETS AND VANITY LIGHTING CENTERED ABOVE SINK, U.N.O. KEY PLAN (N.T.S.): NOT IN SCOPE u AREA OF WORK PH3 PH1 - �PH2 1_ _I PROJECT NORTH 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 o F F Z 0� � P o P = v • �� • s AR97653 = O"' p T TITLE: Z RHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY - PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PH6 PROJECT NUMBER: FLTSP16003 PH7 ----- PH4 ISSUED DATE: 12/16/2016 SHEET TITLE: PH5 ENLARGED REFLECTED CEILING PLAN - PHASE 5 TRUE NORTH Al 25 ■ (�) 2016 Studio-+ KEY NOTES studio F0 F0 I W I z a� J w IL Z) U) z N I_ U) I= z w 0 Q I J z w U 0I 0 cfl 0 N c �s En oL0 o(]6 C. N N � v� o � N U)(3) UN I I ENLARGED RCP - PHASE 6 1 1/8" = 1'-0" GENERAL NOTES A ALL EXISTING 1 HR RATED LIDS TO REMAIN AND BE REPAIRED AS REQ'D B ALL CEILINGS TO BE 8'-0" ABOVE FINISHED_ FLOOR U.N.O. C ALL HEADERS TO BE 4 7/8" THICK U.N.O. _ D ALL PLASTIC LAMINATE SOFFITS OVER CASEWORK TO BE FLUSHED WITH UPPER CABINETS. SOFFITS TO BE T-0" AFF U.N.O. E ON ALL GYP BD CEILINGS, CENTERLINES ARE CENTERED ALONG ALL CEILING MOUNTED DEVICES (LIGHTS, SPRINKLERS, ACCESS PANELS, ETC) AND SOFFIT MOUNTED DIFFUSERS, U.O.N. F ALL EXISTING FIRE SPRINKLERS AND FIRE ALARM DEVICES TO REMAIN. G ALL LIGHT FIXTURES TO BE CENTERED ON CEILING, U.N.O. H ALL TOILET ROOMS TO HAVE LIGHT FIXTURES CENTERED IN ROOM, FANS CENTERED ABOVE TOILETS AND VANITY LIGHTING CENTERED ABOVE SINK, U.N.O. KEY PLAN (N.T.S.)- Y;�'�� NOT IN SCOPE C AREA OF WORK �PH7_ T--- -_ - PH3 I i PH6 PH7 PH ------------ ._ .___ _ PH4 i- i� I� L 1 PH2 � _ -1 PH5 C - PROJECT NORTH TRUE NORTH �::v 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Cal'rfomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 OF F l o,� CO = v J, AR97653 _ 0� FC/STD RE D AR P a4ECT TITLE: Z PHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: ENLARGED REFLECTED CEILING PLAN - PHASE 6 Al m26 © 2016 Studio+ W Q U a_ U) Z LL N H U) Z W Q J Q Z W U 00 0 0 N C N � a- U LO O O 0 A r- N � cA O � N 0 O) UN N ►4 a J W n _ U) Z IL N U) z W Q J Z W U O (0 0 N �s Ea_ I U rl- OCD 0 r. N cn O cf) 0') U N COORDINATE FINAL LOCATION WITH OWNER L't -G VIF NOTE: REFER TO INTERIOR DESIGN SHEETS FOR ALL INTERIOR WALL MOUNTED ACCCESSORIES IN PATIENT ROOMS AND TOILET ROOMS. M C NO PHASE 6 - ENLARGED TYP. PRIVATE PATIENT ROOM 2 PHASE 2 - ENLARGED PATIENT SEMI PRIVATE ROOM 1 112" = 1'-01, 112" = 1'-0" PHASE 3 — ENLARGED TYP. SEMI PRIVATE PATIENT ROOM 0 1 /2" = 1'-0" EXISTING WI TO REMAIN, FURNITURE BY OTHER: PRIVATE PATIENT ROOM E1004 I / / / / i PROVIDE SHARPS DISPOSAL AND HAND SANTIZER DISPENSER IN ALL PATIENT ROOMS. ROBE HOOK - CONFIRM FINAL LOCATION WITH OWNER TV ON SWIVEL ARM BY OTHERS: PROVIDE BLOCKING AS REQ'D. PROVIDE POWER & DATA AT 60" AFF A4.12 SIM. 6 ,1004T I� TILT. RM 1004T i 'I 1 Fr O / I 00 0 N studio �- 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 F Q ��0 PCO • ¢ �� • P J, AR97653 = 0" .. .a RED FR v IV w �? � P IOT TITLE: ' Z PHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 1004 "-'-----"-'-"-"-"-" ISSUED DATE: 12/16/2016 6 -------- t ---- A4.21 SHEET TITLE: ENLARGED PLANS DRESSER BY OTHERS 7'-1 " 6'-2" 7'-3" 20'-10" VIF - - - -- PHASE 2 — ENLARGED PRIVATE ROOM 3 1'-0" A4mOl (s) 2016 Studio} R 0 0 co 0 a) Ma 0 0 00 s� CN N CO La o cnQ 0) N U 1" FILLE 2'-8" T-0" WC4 WC2 PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH,REFER TO FINISH SCHEDULE PLAM SOFFIT, REFER TO FINISH SCHEDULE 4" BASE, REFER TO FINISH SCHEDULE PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE 4" BASE, REFER TO FINISH SCHEDULE 2'4' 3'-0" AC1 BC4 1" 3'-0" 2'-8" ILLER WC2 WC4 T-0" 2'-9" BC4 AC1 PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH PLAM CASEWORK, REFER TO FINISH SCHEDULE 4" BASE 2'- 6" 10" MED. DISPENSER WC4 WC1 1 BY OTHERS ALA buz) :S-U" MIN. PHASE 1 - CLEAN UTILITY 1180 - EAST ELEVATION 3 PHASE 1 - SOILED UTILITY 1030 - WEST ELEVATION 2 PHASE 1 - MED ROOM 1023 - SOUTH ELEVATION 1 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1" FILLER FILLE ' 2-6" ' 2-6" " 101/2 WC2 WC2 WC1 PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE 4" BASE, REFER TO FINISH SCHEDULE \_ _/1 �\_ =/ \ in / \ im / c0 0 F- 'v !I =_ __ 2'-6" 2'-6" 1" FILLER BC4 BC4 FILLER PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH, REFER TO FINISH SCHEDULE PLAM SOFFIT, REFER TO FINISH SCHEDULE 4" BASE, REFER TO FINISH SCHEDULE FILLER 1'-0" 2'-9" 2'-9" 2'-9" WC1 WC2 WC2 WC4 PHASE 2 - WORK ROOM 1058 - WEST ELEVATION 5 PHASE 2 - WORK ROOM 1058 - NORTH ELEVATION 4 1 /2" = 1'-0" 1 /2" = 1'-0" PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH .SCHEDULE 4" BASE, REFER TO FINISH SCHEDULE 1" T-0" S-0" 2'-9" BC4 BC4 AC1 PHASE 3 - CLEAN SUPPLY 1054 - WEST ELEVATION studio 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 pF Flo PEKE i9 2 • 1 • do AR97653 D AR Cj P JE T TITLE: Z RHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: INTERIOR ELEVATIONS 6 1 /2" = 1'-0"A4l 1 02016 1" t O J W a 2 z LL F_ w 0 JI H z w U 00 0 co O c E U O O� Q ti N N CO i r L/.1 O N CA 0) U� PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH,REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE 4" BASE, REFER TO FINISH SCHEDULE IL 10" L 2'-9" 1„ BC5 AC1 OVERHANG 1" FILLER 3'-0" 2'-9" WC2 WC4 PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH,REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE 4" BASE, REFER TO FINISH SCHEDULE 3'-0" 2'-9" 1. SINK TO REMAIN 1"-7 BC4 AC1 FILLER PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH,REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE 4" BASE, REFER TO FINISH SCHEDULE 1" T-0" I LLER WC4 WC2 2'-9" T-0" Ill AC1 BC4 1" FILLER 4 PHASE 4 - MED ROOM 1156 - SOUTH ELEVATION 3 PHASE 4 - SOILED UTILITY 1166 - EAST ELEVATION 2 PHASE 4 - CLEAN UTILITY 1162 - WEST ELEVATION 1 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1" 1" FILLER 2'-8" 3'-0" FILLER 101/2" 2'-6" 3'-0" 2'-6" L 3'-0" 2'-6" L 3'-1" WC4 WC2 WC1 I WC2 WC2 WC5 WC4 WC2 PLAM SOFFIT, REFER TO FINISH SCHEDULE PLAM CASEWORK, REFER TO FINISH SCHEDULE SOLID SURFACE COUNTERTOP & BACKSPLASH,REFER TO FINISH SCHEDULE PLAM SOFFIT, �'? 4 REFER TO FINISH SCHEDULE _ \_ II I _/ \ \ II '-- � / \_\ PLAM CASEWORK, RTO FINISH SCHEDULE N MICROWAVE BY OTHERS D E - SOLID SURFACE 4 COUNTERTOP & �c n 60 BACKSPLASH, REFER IIJI � TO FINISH SCHEDULE PLAM CASEWORK, PLAM CASEWORK, REFER TO FINISH / 0 REFER TO FINISH SCHEDULE \ i / \ REFRIGERATOR o SCHEDULE BY OTHERS 4" BASE, REFER TO N 4" BASE, REFER TO FINISH SCHEDULE \ \ \ FINISH SCHEDULE ]��l L ��A/ 10 1 /2" 2'-6" 3'-0" 2'-6" T-0" 2'-6" 1" BC3 BC4 BC4 BC1. 4 AC1 BC4 1" CLEARANCE FILLER 2'-9" 3'-0" AC1 WC4 PHASE 7 - STAFF LOUNGE 1174 - SOUTH ELEVATION 5 PHASE 6 - CLEAN UTILITY 1142 - NORTH ELEVATION 4 1 /2" = 1'-0" 1 /2" = 1'-0" PLAM SOFFIT TELEVISION B) OTHERS FURNITURE BY OTHERS 2'-6" WC 1 TYPICAL PATIENT ROOM ELEVATION 2211 E 7th Ave, Suite A, Tampa, Florida 33W5 P:239.357.4983 AA26002372 California I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 OF F Z 0R COP O P 2 • Q �� g • (P AR97653 = 0 Rf D AR P T TITLE: Z RHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: INTERIOR ELEVATIONS 6 1 /2" = 1'-0" A4m12 a st Row-= d 0 t-9 O J WI U) Z LL �' U) Z W 0 JI H W U 0I 0 co r PAINT 0 w J D 0 w o = co a w J_ N /_ PAI NT 0 v 0 w J D 0 w U U a w J /_ PAI NT 0 w J D 0 w o = It a, a w J f-- PAINT / / / / / / / TLT. RM / 1006T / 2 \\ 5 A4.21 3 I 4 � I T-1" VIF $� LL in > PATIENT TLT ROOM 1006T ELEV 5 PATIENT TLT ROOM 1006T ELEV 4 1 PATIENT TLT ROOM 1006T ELEV 3 1 PATIENT TLT ROOM 1006T ELEV 2 PATIENT TLT ROOM 1006T - PHASE 2 1 1 /2" = 1'-0" 1 /2" = 1'-0" 1 1 /2" = 1'-0"1 1 /2" = 1'-0" 1 /2" = 1'-0" PAINT / / / / / / / / / / 1 r r u 1 uuI I n war n %. ^1M PAINT TILE FULL WALLS AT SHOWERS, TYP. o bo 0 LU J M 0 w O = W Q W J_ F-- L 5'-5" L 1'-10" "TLT. RM ;� 1004T �i VW PATIENT TLT ROOM 1004T ELEV 10 PATIENT TLT ROOM 1004T ELEV 9 PATIENT TLT ROOM 1004T ELEV 8 PATIENT TLT ROOM 1004T ELEV 7 PATIENT TLT ROOM 1004T - PHASE 2 6 1 /2" = 1'-0" 1 1 /2" = 1'-0"1 1 /2" = 1'-0"1 1 /2" = 1'-0"1 1 /2" = v-0" 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 California I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 OF F( OR NOTE: ~� ? FLUSH VALVE TYP. 1. ALL SPECIFIED TOILET ACCESSORIES BY = CONSULTANTS MUST MEET ADA COMPLIANCE. REFER e ¢ e TO BE ON STALL TO MOUNTING HEIGHTS ON SHEET A4.21. J, AR97653 "OPEN" SIDE OR W.C. 2�� M 3'-6" 2. REFER TO INTERIOR DESIGN DRAWINGS AND �c�` O� �,� V OF TOILET SPECIFICATIONS FOR TOILET ACCCESORY LOCATIONS AND SPECIFICATIONS. `sTFRED lk G5j -* MIN. N 3. REFER TO INTERIOR DISIGN SHEETS AND SCHEDULES FOR ALL WALL, AND FLOORING FINISHES.% 7"-9" 4. CONTRACTOR TO NOTIFY ARCHITECT REGARDING z_ z o o z ANY DISCREPANCIES. E T TITLE: MC>M N 171 RHILLS HEALTH & REHAB CENTER ��1l TOILET -AS u TOILET PAPER HOLDER © GRAB BARS - AS [:q] PAPER TOWEL E�j SOAP DISPENSER- PF I FINISH UPGRADE -SKILLED SCHEDULED ON - AS SCHEDULED ON SCHEDULED ON I.D. DISPENSER - AS AS SCHEDULED ON NURSING FACILITY PLUMBING DRAWINGS I.D. DRAWINGS DRAWINGS SCHEDULED ON I.D. DRAWINGS INSULATION BOOT FOR BOTH DRAIN PIPE I.D. DRAWINGS AND HOT WATER PIPE (IF APPLICABLE) (PLUMBEREX HAND SHIELD 1-619-322- PROJECT ADDRESS: 1772 OR APPROVED EQUAL) 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 27" MAX CONTROLAREA PROJECT NUMBER: FLTSP16003 �- - - o w � _ ISSUED DATE: w �° M � 12/16/2016 wLL M w SHEET TITLE: TOILET PLANS & ELEVATIONS © MIRROR - AS EH_1 HOOK - AS 0 SHARPS u ADA SHOWER © SHOWER CONTROLS - FM BED PAN CLEANER SCHEDULED ON I.D. SCHEDULED ON CONTAINER - SEAT AS SCHEDULED ON - BY OWNER DRAWINGS I.D. DRAWINGS BY OWNER PLUMBING DRAWINGS I- TOILET ACCESSORIES MOUNTING HEIGHTS 1 /4" = 1'-0" A4m2l 02016 P; J WI d D U) Z LL NI r- cd 0 c :a 0 N N � 4) N °' N UT- ■ YJ st 0 "N' 2211 E 7th Ave, Suite A, Tampa, Florida 33605 '`, PAINT / STAFF "MT. 1017 \ P: 239.357.4983 AA26002372 California I Florida PAINT PAINT PAINT ! / 2 PENINSULA ENGINEERING INC + ` MEP&FP \ 5 A4.22 3 2016 ALDEN ROAD M u. 5; ORLANDO, FL 32803 `\ I 4 / � P: 407.246.1688 ' \ o� � � ' I / LBA INTERIORS w ,'' w ❑ ❑ w w \ --' INTERIOR DESIGN o /' o 0 0 ' PARKWAY _ 'v uvi ,' ,' _ � uvi o = v ai _ = � uvi I o SUITE 100 ENGLEWOOD, CO 80111 a /' a a a -- - - _ - ' P: 303.773.0436 J _ / uj J_ J J 5'-3 3/4" 8'-0 3/4" VIF STAFF TLT 1017 ELEV 5 STAFF TLT 1017 ELEV 4 STAFF TLT 1017 ELEV 3 STAFF TLT 1017 ELEV 2 STAFF TLT 1017 - PHASE 2 1 1 /2" - 1'-0" 1 /2" - 1'-0" 1 /2" - 1'-0" 1 /2" - 1'-0" 1 /2" - 1'-0" REVISIONS: �SHOWER r 1.019 / 7 / / co 1 A4.22 8 o LL a60a 9 \ W W— o 5'-4" VIF SHOWER 1019 ELEV 10 SHOWER 1019 ELEV 9 SHOWER 1019 ELEV 8 SHOWER 1019 ELEV 7 SHOWER 1019 - PHASE 2 6 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 ��0 P'6R/ 9 COP F �O � 2 (p AR97653 , c/STFRED ARG�\� T TITLE: YRHILLS HEALTH & REHAB -- CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PAINT � PROJECT ADDRESS: PAINT \ — —� TILT. RM. 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 1040T \\ PROJECT NUMBER: > > > M 12 FLTSP16003 O J ❑ ❑ p J p w 0 ,' 1 A4.22 13 ISSUED DATE: 0 w w w ,' — / 14 12/16/2016 SHEET TITLE: cn Li co :;I- cn CD a a a TOILET PLANS & ELEVATIONS W J F W F F- / ' 5'-9" VIF PATIENT TLT ROOM 1040T ELEV 15 PATIENT TLT ROOM 1040T ELEV 14 PATIENT TLT ROOM 1040T ELEV 13 PATIENT TLT ROOM 1040T ELEV 12 PATIENT TLT ROOM 1040T - PHASE 3 11 A4m22 0 2016 Studio+ 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 = 1'-0" w 0 V) J J a a W J N 0 w J D 0 w Q = Q W J_ o4 ED > SHOWER/TUB ROOM 1157 ELEV 3 SHOWER/TUB ROOM 1157 ELEV 2 1 /2" = 1'-0" 1 /2" = 1'-0" w w O U) Q O i;o J J LL W _J P: PO W 0 2 Z LL N I— (n H W 0 .� w O r CO T11- c E U O ON Q � N N (0 L O N U) rn U� PAINT O "v PAINT c Q v .0 J D 0 L L n n Q 1! J SHOWER/TUB ROOM 1157 ELEV 5 SHOWER/TUB ROOM 1157 ELEV 4 SHOWER/TUB ROOM 1157 - PHASE 4 1 1 /2" - 1'-0" 1 /2" - 1'-0" 1 /2" = 1'-0" PAINT J PAINT 0 J D 0 w U U) a w J_ F— w J 0 0 w x U U a w _J PAINT 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomia I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 A�,P 0 pFRF�9 2 v_ J, AR97653 F 0� c/STFRf D AR��\��, �.f■m TITLE: CHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 o , PROJECT NUMBER: i ' FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: TOILET PLANS & ELEVATIONS SHOWER/TUB ROOM 1157 ELEV 8 SHOWER/TUB ROOM 1157 ELEV 7 SHOWER/TUB ROOM 1157 ELEV 6 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 A4m23 6 Studio+1 F: 00 0 CD T_ O E� ULO O N I_: N N L N °' N U� 6-11 1 /8" ■ VIF 1'-11 1 /8" L 5'-0" +/- stim Id lo+ 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 PAINT Califomia I Florida PENINSULA ENGINEERING, INC CV PAINT MEP&FP 2016 ALDEN ROAD ` ORLANDO, FL 32803 PAINT lip - � �— P: 407.246.1688 .\ LL , 5 A4.24 3 \�� LBA INTERIORS oo > \ INTERIOR DESIGN LL � �? � ` \ � Q LL_ � > o f � 4 PARKWAY � — _— _ _— — —_ _ _— � ` SUITE 100 w w w W 4 — — — —I ENGLEWOOD, CO 80111 0 o w �.' ,' _j _j w I ADL TLT P: 303.773.0436 _ =LLJ H / ' ' w w J_ P: / I , 1182 / fn U) � fn It (nLi J J / W _J W J \ AC1 / / ADL TLT 1182 ELEV 5 ADL TLT 1182 ELEV 4 ADL TLT 1182 ELEV 3 ADL TLT 1182 ELEV 2 ADL TLT 1182 - PHASE 4 1 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" REVISIONS: 19 / 7 ` 1 A4.24 8 1 PAINTED ` 9 I + °ter° PAINT PAINT I \ r \ 4 LL 60 > \ ` 4� bo > co TLT RM \ _ bo > 1181 w° J w J ' / w J w J D D / 'v D cn 4 co , V (n \ � co M Q w Q w P: / ~ / I 2'-9" I 2'-0" AC1 BC3 I`- T-1" VIF ARCHITECT OF RECORD: TLT ROOM 1181 ELEV 10 TLT ROOM 1181 ELEV 9 TLT ROOM 1181 ELEV 8 TLT ROOM 1181 ELEV 7 TLT ROOM 1181 - PHASE 4 6 JOSE A PEREZ, NCARB AIA pF F AR97653 \,r OR/ CO 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1/2 " = 1'_p" 2 • d • J, AR97653 F� o^ �o /STFRED do 1467 P JE T TITLE: Z RHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED . ` NURSING FACILITY PROJECT ADDRESS: PAINTED PAINTED \ `� \ 12 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 o U_o � _ o� _ QLL _ LL `O + 15<A4.24 13 \ / PROJECT NUMBER: _ 60 > bo > co > 14 / FLTSP16003 LLI D ❑ ❑ o o= o _ / '' / ISSUED DATE: 1 ZI16/2016 o v q U 4 U / TLT. SHEET TITLE: v cn v "v U v to , co 1os8 Q J a_ J TOILET PLANS & ELEVATIONS J \ F. F- / ' 1'-6" 4'-3" +/- 5'-9" VIF TLT ROOM 1068 ELEV 15 TLT ROOM 1068 ELEV 14 TLT ROOM 1068 ELEV 13 TLT ROOM 1068 ELEV 12 TLT ROOM 1068 - PHASE 5 11 A4m24 ©2016 Studio+ 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1/2 of = 1'-0" P-O (D J I W a D 2 07 Z U- co 0 Ea U 0) ON C N N � N ch M U04 ■ Y studio 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 \ Camomia I Florida PENINSULA ENGINEERING, INC /0 MEP&FP / 2016 ALDEN ROAD - ORLANDO, FL 32803 l P: 407.246.1688 2 LL 5 A4.25 3 + > LBA INTERIORS co INTERIOR DESIGN 4 U') 5650 DTC PARKWAY w — SUITE 100 o ENGLEWOOD, CO 80111 = P: 303.773.0436 1* co Q 1067 w J_ H 5'-9" VIF TLT ROOM 1067 ELEV 5 TLT ROOM 1067 ELEV 4 TLT ROOM 1067 ELEV 3 TLT ROOM 1067 ELEV 2 TLT ROOM 1067 - PHASE 5 1 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" REVISIONS: 1 ' 1 ' PAINT PAINT PAINT PAINT ih TLT ROOM— ' 1131T c0 > 60 `v v c0 c� 0 O f- > w w ❑ \\\ w 1 A4.25 8 N " J J \ CI LU w \ w 9 o= o v q \\ Q V v w v to ` v cq Q Q \\ Q � w \ w J J \ J_ H \\ ~ 1- I j r r 5'-7 3/4" VIF ARCHITECT OF RECORD: PATIENT TLT ROOM 1132T 10 PATIENT TLT ROOM 1132T 9 PATIENT TLT ROOM 1132T 8 PATIENT TLT ROOM 1132T 7 PATIENT TLT ROOM 1132T - PHASE 6 6 JOSE A PEREZ, NCARB AIA AR97653 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" CO P �� P z • Q �*� • �, AR97653 = ,` o,, c/S�FRED ARZ'�\� T-5 1 /2" VIF P E TITLE: 4'-8 1 /2" +/- 1 �-6" Z RH I LLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED PAINT PAINT NURSING FACILITY ` PAINT - PAINT \ . \ PROJECT ADDRESS: / 12 �\ / 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 o 1 A4.25 13co \ > co > 0060 > > �r 14 LL PROJECT NUMBER: w w j > FLTSP16003 w w , j o ❑ ❑ i TLT RM ' w w .' w w __ _..-'� _--- _ _.. 1176T ISSUED DATE: -1 lqr N w 12/16/2016 w a a w SHEET TITLE: _- TOILET PLANS & ELEVATIONS TLT ROOM 1176 ELEV 15 TLT ROOM 1176 ELEV 14 TLT ROOM 1176 ELEV 13 TLT ROOM 1176 ELEV 12 TLT ROOM 1176 - PHASE 7 11 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" © 2016 Studio+ PAINT � PAINT PAINT o u- 4 80 00 > 50 0 D ❑ ❑ D 0 w w _ = o = o w v u v w a a a w w w J J J_ 1PAINT " \ \ \ \ \ 0 i` 1' - 10 7/8" • 2X BLOCKING co GYP BD CEILING SEALANT 2X WD BLOCKING PL. LAM. SOFFIT TO CEILING PL. LAM. ON 3/4" PLYWOOD LINE BORING @ 1 1/4" O.C. W/ SPOON CLIPS e ADJUSTABLE PL. LAM. ON 3/4" PLYWOOD SHELF LOCKABLE CABINET PULL HANDLE ADJUSTABLE SHELF ADJUSTABLE CLOTHING ROD ALL EXPOSED SURFACES TO BE FINISHED WITH PL. LAM. PL. LAM. ON 1/4" HARD BOARD o W/ BACKER SHEET CONTINUOUS WOOD N BLOCKING (TYP) PL. LAM. ON 3/4" PLYWOOD BASE - REFER TO v FINISH SCHEDULE 0 N s 0 CEILING PL. LAM. SOFFIT MITER ALL EXPOSED CORNERS -AM. ON 3/4" PLYWD. -AM. ON 3/4" PLYWD. SHELF -AM. ON 3/4" PLYWD BORING @ 1 1/4" W/ SPOON CLIPS L HANDLE & KSET (TYP) (U.N.O.) - ER TO SPECS -AM. ON 1/4" HARD BD. I X 3 HANGER RAIL JNTED TO BLOCKING LK (TYP.) 3 TYP CM TYP 2 TYP TYP /TYP A4.3131 A4.31 A4.31 A4.31 I Ili � I km WC1 WC2 WC3 WC4 WC5 WALL HUNG CABINET WALL HUNG CABINET WALL HUNG CABINET WALL HUNG CABINET WALL HUNG CABINET 1 DOOR 2 DOORS (PAIR) 1 DOOR 2 DOORS (PAIR) 2 DOORS (PAIR) 2 ADJUSTABLE SHELVES 2 ADJUSTABLE SHELVES 1 ADJUSTABLE SHELF 1 ADJUSTABLE SHELF 1 ADJUSTABLE SHELF 8 TYP 8 TYP 5 TYP 5 TYP TYP A4.31 A4.31 A4.31 A4.31 A4.31 /I"1 11-" — — — l i l il� BC1 BC2 BC3 BC4 BC5 BASE CABINET: BASE CABINET: BASE CABINET: BASE CABINET: BASE CABINET: 1 DOOR 2 DOORS (PAIR) 1 DOOR 2 DOORS (PAIR) 2 EQUAL DRAWERS 1 ADJUSTABLE SHELF 1 ADJUSTABLE SHELF 1 ADJUSTABLE SHELF 1 ADJUSTABLE SHELF 1 FILE DRAWER 1 DRAWER 2 DRAWERS 9 A4.31, 4 A4.31 AC1 WD1 ADA ANGLED ACCESS WARDROBE PANEL UPPER CABINET (WC3 & WC4) 2 TYPICAL CASEWORK ELEVATIONS1 1 1'-0" 1 /4" = 1'-0" SEALANT (TYP.) 'CHEDULED :OUNTERTOP, IIDESPLASH, & IACKSPLASH FINISH )RAWER W! EXTENSION 1LIDES 'ULL HANDLE & OCKSET (TYP) (U.N.O.) REFER TO SPECS 'L. LAM. ON 1/4" HARD ID. ON 1 X 3 HANGER ;AIL MTD. TO BLOCKING 'L. LAM. ON 3/4" PLYWD. ADJ. ;HELF - PROVIDE 1 SHELF 'L. LAM. ON 3/4" PLYWD. ;ONTINUOUS WOOD LOCKING �ASE - REFER TO INISH SCHEDULE BASE CABINET W/ DRAWER (BC3 & BC4) ° U.N.O. CAULK (TYP.) 2 X BLOCKING ........................................ ° ° ° ° ° o ° SOLID SURFACE COUNTER TOP WITH 4" BACK SPLASH AND SIDE SPLASH. PULL HANDLE & LOCKSET (TYP.) - REFER TO SPECS N ° N PL. LAM. ON 1/4" HARD ° BD. W/ BACKER SHEET ° BASE CAB. ONLY o ° CONTINUOUS WOOD BLOCKING BASE - REFER TO FINISH PLAN v CEILING -$— PL. LAM. SOFFIT MITER ALL EXPOSED CORNERS; BHU AREAS: PROVIDE PICK - PROOF CAULK @ CEILING SCHEDULED COUNTERTOP, SIDESPLASH, & z BACKSPLASH FINISH VMS M 2'-1" PL. LAM. ON 3/4" PLYWD. 3/4" PLYWOOD BACKER PL. LAM. ON 1!4" HARD BD. ON W/ SOLID SURFACE - ° ° 1 X 3 HANGER RAIL MTD. TO REFER TO FINISH BLOCKING SCHEDULE PL. LAM. ON 3/4" iv ° ° PLYWD CAB. LO ° LINE BORING @ 1 1/4" o SINK - REFER TO t° ° ° O.C. W/ SPOON CLIPS PLUMBING SCHEDULE iv ° 8 , ° ° PL. LAM. ON 3/4" X PLYWD. ADJ. SHELF. PROVIDE (1) SHELF FOR MI N. PL. LAM. ON 1/4" ° ° CABINETS 2'-0" AND BELOW IN HARD BD. W/ ° HEIGHT. PROVIDE (2) SHELVES z BACKER SHEET ° ° WHERE GREATER THAN 2'-0" co ° ° u_ O 3/4" PLYWOOD BACKER ° ° PULL HANDLE & IL OF- W/ P. LAM. PANEL IS TO o° LOCKSET U.N.O. - Z BE REMOVABLE ° ° REFER TO SPECS 0 o CV � N BLOCKING AS RABBET ALL REQUIRED JOINTS 11" (TYP.) MIN. SEALANT (TYP.) Z Q' SCHEDULED BASE 5 TYP. ADA SINK SKIRT (AC1) 4 1 1 /2" = UPPER CABINET (WC1 & WC2) 3 1 1 /2" 1 1 /2" = 1'-0" 1'-0" 1'-0" >EALANT (TYP.) iCHEDULED 'OUNTERTOP, iIDESPLASH,& 3ACKSPLASH FINISH )RAWER W/ EXTENSION >LIDES 'ULL HANDLE & OCKSET (TYP) (U.N.O.) REFER TO SPECS 'L. LAM. ON 1/4" HARD ID. ON 1 X 3 HANGER tAIL MTD. TO BLOCKING 'L. LAM. ON 3/4" PLYWD. ;ONTINUOUS WOOD (LOCKING 1ASE - REFER TO 'INISH SCHEDULE c 1,-3,1 -0- CEILING PL. LAM. SOFFIT MITER ALL EXPOSED CORNERS; BHU AREAS: PROVIDE PICK - PROOF CAULK @ CEILING 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Califomla I Florida PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 OF Ft OR �P O PFRF /9 2 • ¢ �{t� g • AR97653 = „ op �,� C�ED I I TITLE: =RHILL S HEALTH & REHAB PL. LAM. ON 3/4" PLYWD. ADJ. SHELF CENTER LINE BORING @ 1 1/4" O.C. W/ SPOON CLIPS FINISH UPGRADE -SKILLED PL. LAM. ON 3/4" PLYWD NURSING FACILITY PULL HANDLE & LOCKSET (TYP) (U.N.O.) - REFER TO SPECS PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PL. LAM. ON ALL EXPOSED FACES PL. LAM. ON 1/2" PLYWOOD BACKER ON PROJECT NUMBER: 1 X 3 HANGER RAIL MTD. TO BLOCKING FLTSP16003 RECESSED OUTLET VERTICAL PL. LAM PANEL BEYOND. ISSUED DATE: RABBET ALL JOINTS (TYP.) 12/16/2016 SHEET TITLE: 3/4" PLYWOOD - REFER CASEWORK DETAILS TO FINISH SCHEDULE SEALANT (TYP.) WARDROBE CLOSET (WC1) 9 1 1 /2" = 1 �_�� BASE CABINET (BC1 & BC2) 8 1 1 /2" = 1'-0" BASE CABINET W/ 4 DRAWERS (BC5) 7 1 1 /2" = 1'-0" MICROWAVE CABINET (WC5) 6 1 1 /2" _ 1'-0" A4m3l 0 2016 Studio+ PW J LU 0 a Z ILL NI Cn Z W 0 al 4J LL Z W 0I 0 CC) N UN 4 7/8" 4 7/8" ■ st o 4 7/8" 5/8" 3 5/6' 5/8' 5/8" 3 5/8" YP• 2211 E 7th Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 California I Florida UNDERSIDE UNDERSIDE PENINSULA ENGINEERING, INC UNDERSIDE OF DECK STRUCFINISHED ABOVETURE REFER TOCEILING- ABOVETURE OR STRUCTURE ABOVE FINISHED CEILING- EXISTING 1HR REFLECTED CEILING PLAN EXISTING 1HR MEP&FP EXISTING 1HR REFER TO GYP BD. LID GYP BD. LID 2016 ALDEN ROAD GYP BD. LID REFLECTED CEILING METAL CHANNEL PLAN ORLANDO, FL 32803 3-5/8" METAL CHANNEL METAL STUD FRAMING 3-5/8" METAL CHANNEL P: 407.246.1688 3-5/8" METAL STUD SEAL ALL OPENINGS 3-5/8" METAL STUD (TYP. BOTH SIDES) - LBA INTERIORS FINISHED CEILING - INTERIOR DESIGN REFER TO REFLECTED CEILING (1) LAYER 5/8" GYP BD EACH 5/8" GYP BD -REFER TO 5/8" GYP BD - REFER TO 5650 DTC PARKWAY PLAN SIDE EXTENDED TO BOTTOM FINISH PLAN FOR FINISH FINISH PLAN FOR FINISH SUITE 100 OF DECK ABOVE - REFER TO MAX 1/4" SPACE SOUND ATTENUATION MAX 1/4" SPACE SOUND ATTENUATION ENGLEWOOD, CO 80111 FINISH PLAN FOR FINISH BETWEEN BOTTOM OF BLANKETS BETWEEN BOTTOM OF BLANKETS GYP BD & FLOOR. GYP BD & FLOOR. P: 303.773.0436 SOUND ATTENUATION PROVIDE SEALANT IN PROVIDE SEALANT IN BLANKETS SPACE (TYP BOTH SIDES) METAL CHANNEL SPACE (TYP BOTH SIDES) 3-5/8" METAL CHANNEL MAX 1/4" SPACE 3-5/8" METAL CHANNEL BASE - BASE - BETWEEN BOTTOM OF REFER TO FINISH PLAN REFER TO FINISH PLAN GYP BD & FLOOR. BASE - PROVIDE SEALANT IN REFER TO FINISH PLAN SPACE (TYP BOTH SIDES) TYPICAL PARTITION (U.N.O.) TYPICAL PARTITION (U.N.O.) SMOKE PARTITION 10 3 1/8" TYPICAL WALL THICKNESS 1 4 7/8" TYPICAL WALL THICKNESS 4 TYPICAL WALL THICKNESS -STC RATING 45 3 SMOKE PARTITION 4 1/4" WALL THICKNESS 7 1/4" TYPICAL WALL THICKNESS - STC RATING 45 TO 49 10* 3* 10** 61/8" WALL THICKNESS PARTITION TYPE 3 3 PARTITION TYPE 2 2 PARTITION TYPES 1 3" - 1'-0" 3" - 1'-0" 3" - 1'-0" REVISIONS: �-- 6 MIL. VISQUEEN BARRIER EACH SIDE OF METAL FRAMING A A5.01 CONTINUOUS BOTTOM 3-5/8" 25GA. MTL. STUD TRACK SECURE TO CONCRETE SLAB WITH POWER MAX 1/4" SPACE BETWEEN ACTUATED FASTENERS MIN. 24" O.C. BOTTOM OF GYP BD & FLOOR. PROVIDE SEALANT COMPRESSIBLE INSULATION IN SPACE (TYP BOTH SIDES) EXISTING FINISHED -71 CEILING - CONTRACTOR TO REPLACE DAMAGED TILE AFTER TEMP. WALL & VISQUEEN BARRIER DEMOLITIONT. 3 5/8" METAL STUDS @ 16" O.C. (1) LAYER (FOR 1-HOUR) 5/8" FIRE CODED GYP. BD. EACH SIDE OF FRAMING - PAINTED ON OCCUPIED SOUND ATTENUATION BLANKETS SIDE BARRIER SILL DETAIL B B A5.01 3" = 1'-0" ARCHITECT OF RECORD: _ _ _ _ _ JOSE A PEREZ, NCARB AIA AR97653 OF F F( 0 1-HOUR RATED PARTITION - T CONSTRUCT PER U.L. #U419 0 P FR 9 e 5" NOMINAL WALL THICKNESS Z v_ s AR97653 0 �c/STF G�� 1 rr__ RED AR TITLE: -VISQUEEN BARRIER a RHILLS HEALTH &REHAB WITH PERIMETER SEALED COMPRESSIBLE WITH DUCT TAPE CENTER INSULATION CONSTRUCTION BARRIER GENERAL NOTE: FINISH UPGRADE -SKILLED - = 1. THE CONTRACTOR SHALL OBTAIN AN ICRA BUILDING PERMIT FROM THE FACILITY. CONTRACTOR SHALL CONSTRUCT ALL �,.- ;_ ; v: _ , ::;,, _ • • TEMPORARY PARTITIONS AFTER HOURS TO MINIMIZE IMPACT ON HOSPITAL OPERATION. ERECT FIRE RETARDENT ZIPWALL BARRIER NURSING FACILITY PRIOR TO TEMPORARY PARTITION INSTALLATION. 2. WHERE AN EXISTING WALL IS NOTED TO SERVE AS A CONSTRUCTION BARRIER, THE GENERAL CONTRACTOR SHALL PROVIDE PROJECT ADDRESS: COMPRESSIBLE SEAL PERIMETER OF BARRIER ABOVE CEILING FIRE RETARDENT VISQUEEN, IN THE EVENT THE WALL DOES NOT EXTEND TO THE BOTTOM OF THE DECK. 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 INSULATION WITH DUCT TAPE ON BOTH SIDES 3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 6-0" CLEAR WIDTH IN ALL CORRIDORS AND PASSAGES ALONG THE FULL NOTE: LENGTH OF THE TEMPORARY CONTRUCTION BARRIER ON OCCUPIED SIDE. PLASTER TAPE ALL JOINTS, PROJECT NUMBER: AND SECURE ALL TAPE WITH 4. DOORS AND FRAMES IN TEMPORARY CONSTRUCTION BARRIERS SHALL BE C-LABEL, 45-MINUTE RATED. PROVIDE UL HARDWARE, FLTSP16003 RAM -TACK HIGH TACK SPRA CLOSER AND POSITIVE LATCHING. LOCKING CONFIGURATION SHALL BE APPROVED IN ADVANCE BY OWNER AND BY ALL AUTHORITIES OR EQUAL HAVING JURISDICTION. ISSUED DATE: 12/16/2016 SHEET TITLE: PARTITION TYPES BARRIER HEAD DETAIL A PARTITION TYPE 4 4 A5s01 3" = 1'-0" 1 1 /2" = 1'-0" © 2016 Studio+ P-0 z JI W a z ILL U) z w 0 JI z w U 01 0 co �a oM © tlN N (0 o0 N N CAM U �— _ _ _ _ _.._ _ .. , _ _ � . ,•u .I .11,! � . � ...>t ��1�,..�,.- �. �.y ��r �>E'��k,e�l� ii e • m�w��s�A!l�Y m�eem�� IA gYU11_ � Ali '1!I '[ L LL'y�!�111 �IIF� � 'f —_ �I^ �1� - ----- I � � I` � F �'�Ir'� �l - ' I � . � u � _ �_ I � � t � - - -- - � I� hh _ 1- - ■ 3500 PSI CONCRETE PATCH - THICKNESS TO NON RATED/FIRE RATED MATCH EXIST. SLAB OR 4" MIN. (WHICH EVER PARTITION IS GREATER) W/ 6"4" - W2.9 x W2.9 WWF. 1 1/2" O.D. DIA. STAINLESS STEEL 7th Ave, Sits A,FOUR FOOT METAL STUDS 1 3/8" 1 5/81' GRAB BAR 2211 E P: 239.35Tumpa 4983 Ta 60�23 2a 33605 AS INDICATED EXISTING GYP BD PANEL FLUSH CONCRETE SLAB MOUNTING BRACKETS 2'-8" - Califomia Florida O.C. MAX. a O 1/4" DIA x 3" VANDAL RESISTANT PENINSULA ENGINEERING, IN " 7SCREWS (3) PER BRACKET MEP&FP _ F.. I _ _ _ _ 2016 ALDEN ROAD #3 BAR x 1'-3" LONG, DRILL Z CONTINUOUS 2 X 6 F.R.T. WD. ORLANDO, FL 32803 ............. - BLOCKING SCREW ATTACHED P: 407.246.1688 EXISTING SLAB AND SET IN T II TO METALS UDS EA IDE WITH........................................................................ EPDXY. 6 EMBEDMENT IN O L E E E+ st dio (3) 1 1/2" LONG DRYWALL TAPE & JOINT EXISTING SLAB SPACED @ 48" EXISTING BELOW GRADE �, 1.COMPOUND O.C. (STAGGER EA. SIDE). SOIL; CONTRACTOR TO iv SCREWS FOUR FOOT SIXTEEN INCH THOROUGHLY COMPACT ANY LBA INTERIORS GYP BD PANEL STUD SPACING NON -FIRE RATED / MIN. 10 MIL. POLYETHYLENE VAPOR DISTURBED SOIL PRIOR TO + INTERIOR DESIGN FIRE RATED PARTITION BARRIER OVER SOIL TREATED FOR APPLYING SOIL TREATMENT. 5/8" GYP. BRD. WITH TERMITE PROTECTION. REFER TO SPECS IMPERVIOUS FINISH. SEE 5650 DTC PARKWAY FOR TREATMENT REQUIREMENTS. FINISH SCHEDULE SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 JOINT LOCATION IN GYP BD 4 TYPICAL CORNER DETAIL 3 SLAB INFILL DETAIL 2 GRAB BAR DETAIL 1 3" - 1'-0" 3" = 1'-0" 1 If - 1'-0" 3" = 1'-0" FULL SHEET FULL SHEET GYP. BD. GYP. BD. DOUBLE STUDS AT II III II I, �� HEAD AND JAMB II III „ 111 II II AT SMOKE WALL SEAL WITH CAULK AT PERIMETER FIRE RESISTANT GYP. BD. AS REQUIRED SCHEDULED " II III l LIGHTLY PACKED PARTITION II III III II II 11 III II I III II II II III III II 1 EXISTING 1HR RATED �.: _............ .':' ::':;;;;:;;;::;;:.::•:':•:;;:.;:;:.':•:':;;;;.::;':•::;::;., .......;:.:.: ,.:.:,:;;:::.:::;;;•:;•:;; ''::':•::':;:::' FIBERGLASS OR--------��__=====J~=====A11 II ------- I"II DRYWALL MINERAL WOOLL BUTT JOINTGYP. BOARD CEILING METALSTUDSII INSULATION ATSTUD U.N.O. II III III II II 11 III III II 11 11 III III II II 11 III III II I 11 III III II II I III III II II STUDS SEALANT II III I11 II 11 II III III II II 3 5/8" METAL STUDS (TYP) C C .. ................... _... ...... .. ..... ............... .... ......... ........... .. .... .. fy. .. ........... .. .. ...... •r--��r .': W ... ....... ... .. .... : .. ..... W - -....................... .. ... . IIII IIIIII I1I1II IIII IIII TELEPHONE OR ELECTRIC BOXES Q w ;; .I STUDS > Lu r�r 11 III III II II rrr �r 5/8" GYP. BD. REVISIONS: USE ACOUSTICAL SEALANT AROUND BOX PENETRATIONS II III III II II - II III III II II II III III II II 11 III III 11 1 - - - II III III II I NOTE: OUTLET BOXES SHALL NOT EXCEED 16 SQ. IN. NOTE: BUTT JOINTS AT VARIES TOTAL BOX OPENINGS SHALL NOT EXCEED I "' "' DOOR JAMBS WILL NOT 1 III III II I ............. r r 11 III III II 'I �' r l l III 1 1 1 I l BE ACCEPTED. SEE RCP 100 SQ. IN. IN 100 SQ. FT. WALL SURFACE IN II 411 SMOKE OR RATED PARTITIONS II III III II II I III III II II II III III II II II III III II II II III III II II II III III II II RESILIENT BASE II III ill II II II III Ill II 11 II III � III II 11 II III 111 II II CEILING DETAIL - SOFFIT 8 ADJACENT ELECTRICAL BOXES 7 TYP. DOOR FRAME LOCATION 6 TYPICAL FRAMING DETAIL 5 1 1 /2" = 3" - 1-0" ' 310 _ 1'-0" 1 1 /2" = 1'-0" 1'-011 - - EXISTING 1 HR RATED GYP. BOARD CEILING 3 5/8" METAL STUDS 13 a U Q W 5/8" GYP. BD. OVER 3 5/8" METAL STUD FRAMING PER UL U419 ARCHITECT OF RECORD: VARIES JOSE A PEREZ, NCARB AIA SEE RCP AR97653 OF FZ 0�Q GO P O P „0 1 Z v ♦ J, AR97653 = CEILING DETAIL - SOFFIT 9 ��sop �',�•�``� 1 1/2" 1'-011 ` PR C TITLE: Z Y HILLS HEALTH & REHAB CNER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: INTERIOR DETAILS A5.1 0 2016 Studio+ IR- 9111 P41 1110 N N J 00 O co O C E OM Q ti O CD Ln- N ch °' UN 0 w U U O R ry w LL w 0 w r U U 0 F- w w w w N C LL x C: cr C H LL LL LL a REFER TO SCHED 0 w U U 0 F- x w LL w w 1 FLUSH REFER TO SCHED 3'-0" DOOR SCHEDULE- PHASE 1 ■ DOOR ROOMS DOOR PANEL SIZE FIRE DOOR FRAME DETAILS HARDWARE / NUMBER NUMBER NAME 1IVIDTH HEIGHT RATING MATERIAL FINISH TYPE MATERIAL FINISH TYPE HEAD JAMB GROUP REMARKS U +i / 1020 1020 NURSE STATION 4'-0" 7' - 0" SCWD PLAM 3 HM PAINTED A 4/A6.01 4/A6.01 1.C1-Sst dio - 01/ 1023 1023 MED ROOM 3' - 0" 7'- 0" SMOKE SCWD PLAM 2 HM PAINTED A 4/A6.01 4/A6.01 1.K2-- / 1028 11028 MEDICAL RECORDS OFFICE 3'-0" 7'- 0" SCWD PLAM 2 HM PAINTED A 4/A6.01 4/A6.01 1.02--- 2211 E 7th Ave, Suite A, Tampa, Florida 33605 / 1029 1029 MAINTENANCE 3'- 0" 7' - 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 1.S2--- P: 239.357.4983 AA26002372 1030 1030 SOILED UTILITY 3'- 0" 7' - 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 1.S2--- Califomia I Florida 1180 1180 CLEAN UTILITY 3'-0" 7'-0" 45 MIN. SCWD PLAM 1 HM PAINTED A 4/A6.01 4/A6.01 1.S2--- \ Q \ \\ \\ Cf 2 FLUSH W/ NARROW LITE 3 FLUSH W/HALF LITE REFER TO SCHEDREFER TO SCHED REFER TO SCHED REFER TO SCHED. 4 5 6 FLUSH W/ FLUSH AUTOMATIC NARROW LITE SLIDER 2" REFER TO 2" 2" REFER TO 2" 2" REFER TO 2" A B C HOLLOW METAL EXISTING DOUBLE DOUBLE ACTING EGRESS DOOR & FRAME ELEVATIONS 1 1 1 3/8" = 1'-0" NOTE: PROVIDE ANCHORS AT HEAD AT 2'-0" O.C. MIN WHEN FRAME FOR PAIR OF DOORS IS GREATER THAN 5'-0". VARIES SEE PARTITION TYPE GYP. BD. - NUMBER OF LAYERS AS SCHEDULED METAL STUDS SEALANT (EACH SIDE) H.M. DOOR FRAME RABBIT BEYOND DOOR - REFER TO SCHEDULE NOTE: PROVIDE MANUFACTURER'S RECOMENDATION HEAD REINFORCING FOR DOORS OVER 3'-0" WIDE. PROVIDE MIN DOUBLE CHANNEL. HEAD DETAIL -DOUBLE EGRESS 1 2 1 5/8" GYP BD SEALANT EACH SIDE - PERIMETER NEOPRENE SMOKE SEAL SYSTEM BY NATIONAL GUARD PRODUCT OR EQUAL SOLID CORE DOOR DBL ACTING DOOR FRAME 2X FRT BLOCKING DBL METAL STUD FRAMING 3" = 1'-0„ DOOR SCHEDULE- PHASE 2 DOOR NUMBER ROOMS DOOR PANEL SIZE FIRE RATING DOOR FRAME DETAILS HARDWARE GROUP REMARKS NUMBER NAME WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH TYPE HEAD JAMB 68 68 RECEPTION 3' - 0" 7'- 0" SCWD PLAM 1 HM PAINTED A 4/A6.01 4/A6.01 2.C24-- 1002 1002 SEMI PRIVATE PATIENT ROOM 4'-0" 7--0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 211-W 1002T 1002T PAT TLT 3'- 0" 7'-0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 2.P1-S- 1003 1003 SEMI PRIVATE PATIENT ROOM 4' - 0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 211-W 1003T 1003T PAT TLT 3'-0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1-S- 1004 1004 PRIVATE PATIENT ROOM 4'-0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 211--W 1004T 1004T TLT. RM 3'- 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1-S- 1005 1005 SEMI PRIVATE PATIENT ROOM 4'-0" 7'-0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 211-W 1005T 11005T PAT TLT T - 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 2.P1-S- 1006 1006 SEMI PRIVATE PATIENT ROOM 4'-0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 211--W 1006T 1006T TLT. RM T - 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1-S- 1007 1007 PRIVATE PATIENT ROOM 4'- 0" 7--0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 211--W 1007T 1007T TLT. RM. Y - 0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1--- 1008 1008 SOILED HOLD 3' - 0" 7'- 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.S2--- 1009 1009 CLEAN HOLD. 3'- 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.S2--- 1010 1010 PRIVATE PATIENT ROOM 4' - 0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 211--W 1010T 1010T TLT. RM. 3'-0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1-S- 1011 1011 SEMI PRIVATE PATIENT ROOM 4' - 0" 7'_ 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 211--W 1011T 1011T PAT TLT V - 0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1-S- 1012 1012 SEMI PRIVATE PATIENT ROOM 4'- 0" 7'-0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 211--W 1012T 1012T PAT TLT 3'-0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1-S- 1013 1013 PRIVATE PATIENT ROOM 4'-0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 211--W 1013T 1013T TLT. RM. 3'- 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1--- 1014 1014 SEMI PRIVATE PATIENT ROOM 4' - 0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - - 211--W 1014T 1014T TLT. RM. 3'- 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1-S- 1015 1015 SEMI PRIVATE PATIENT ROOM 4'- 0" T - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - - 211--W 1015T 1015T TLT. RM. 3' - 0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P1-S- 1016 1016 ELECT. 3'- 0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.S2K-- 1017 1001 CORRIDOR 3'-0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.132--- 1018 1018 OFFICE 3' - 0" 7' - 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 2.02--- 1019 1019 SHOWER V - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.P2EH- 1024 1024 RECEPTION ROOM 4'- 0" T - 0" SMOKE SCWD PLAM 3 HM PAINTED A 4/A6.01 4/A6.01 2.C24-- 1025 1025 RECREATION STOR. 3'- 0" 7'- 0" SCWD PLAM 1 HM PAINTED A 4/A6.01 4/A6.01 2.C1-- 1026 1026 HSKPG 3'- 0" T- 0" SMOKE SCWD PLAM 1 HM PAINTED A 4/A6.01 4/A6.01 2.S2-- 1058A 1058 WORKROOM 3'- 0" 7'- 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 2.C2--- 1058B 1058 WORKROOM 3' - 0" 7' - 0" SMOKE SCWD PLAM 2 HM PAINTED A 4/A6.01 4/A6.01 2.C2--- 1059 1059 OFFICE 3'- 0" 7' - 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- - 2.02--- 1060 1060 OFFICE 3'-0" 7' - 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- - 2.02--- 1061 1061 OFFICE 3' - 0" T - 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 3.02--- 1064 1064 LOBBY 12' - 0" 7'-6" ALUM/GLASS CLEAR ANODIZED 6 ALUM CLEAR ANODIZED 2.XACYL DOOR SCHEDULE- PHASE 3 WT ROOMS DOOR PANEL SIZE FIRE RATING DOOR FRAME DETAILS HARDWARE GROUP REMARKS NUMBER NAME WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH TYPE HEAD JAMB 1031D 1031 DINING ROOM 3'-6" 7' - 0" 90 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 3.C24-W 1031E 1057 CORRIDOR 4'-0" 7' - 0" 90 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 3.C24-W 1032 1032 BISTRO 6'-0" 7' - 0" SCWD PLAM 5 HM PAINTED A -- -- 3.SB-- SLIDING DOOR 1033 1033 CORRIDOR 7'-6" 7'- 0" 90 MIN. SCWD PLAM 4 EXIST. PAINTED EXIST. -- -- 3.DEPRM 1035 1035 SEMI PRIVATE PATIENT ROOM 4'- 0" 7'-0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 311-W 1035T 1035T TLT. RM. T - 0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.P1-S- 1036 1036 SEMI PRIVATE PATIENT ROOM 4'- 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 311-W 1036T 1036T TLT. RM. T - 0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.P1-S- 1037 11037 SEMI PRIVATE PATIENT ROOM 4'-0" T - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 311--W 1037T 1037T TLT. RM. 3' - 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.P1-S- 1038 1038 SEMI PRIVATE PATIENT ROOM 4'-0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 311-W 1038T 1038T TLT. RM. 3'-0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.P1-S- _ 1039 1039 SEMI PRIVATE PATIENT ROOM 4' - 0" 7'-0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 311--W 1039T 1039T TLT. RM. 3' - 0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.P1-S- 1040 1040 SEMI PRIVATE PATIENT ROOM 4'- 0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 311--W 1040T 1040T TLT. RM. T - 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.P1-S- 1045 1045 SEMI PRIVATE PATIENT ROOM 4'-0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 311--W 1045T 1045T TLT. RM. 3'-0" 7--0" SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 3.P1-S- 1046 1046 SEMI PRIVATE PATIENT ROOM 4'- 0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 311--W 1046T 1046T TLT. RM. 3'-0" 7'-0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.P1-S- 1047 1047 SEMI PRIVATE PATIENT ROOM 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 311--W 1047T 1047T TLT. RM. T - 0" 7'-0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.P1-S- 1048 1048 ELECT. 3' - 0" 7'- 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.S2K- 1049 1049 SHOWER ROOM 3' - 0" 7'-0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.P2EH- 1050 1050 RESIDENT STORAGE 3'- 0" 7'-0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 3.S2--- 1051 1051 SOILED HOLD 3' - 0" 7'-0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 3.S2-- 1052 1052 SEMI PRIVATE PATIENT ROOM 4' - 0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 311--W 1052T 1052T TLT. RM. 3'- 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 3.P1-S- 1054 1054 CLEAN SUPPLY 3' - 0" T- 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 3.S2--- 1055 1055 MECH. 3'- 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 3.S2K-- 1063 1063 ADMISSIONS OFFICE S - 0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 2.02--- 1174 1034 ICORRIDOR 7'- 6" 7'- 0" 90 MIN. SCWD PLAM 4 EXIST. PAINTED EXIST. 13.DEPRM VARRIES SEE PARTITION TYPE 5/8" GYP. BD. - NUMBER OF LAYERS AS SCHEDULED 3 5/8" METAL STUDS SEALANT (EACH SIDE) H.M. DOOR FRAME LIGHTLY PACKED FIBERGLASS OR MINERAL WOOL INSULATION DOOR - REFER TO SCHEDULE I DBL ACTING DOOR JAMB DETAIL (FRAME) 1 3 1 DOOR JAMB DETAIL 1 4 1 311 = 1'-0" 311 = 1'-0" PENINSULA ENGINEERING, INC MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 P: 407.246.1688 LBA INTERIORS INTERIOR DESIGN 5650 DTC PARKWAY SUITE 100 ENGLEWOOD, CO 80111 P: 303.773.0436 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 1111,1111 0 1 OF FZ 0� P O P e" Z v AR97653 = ,` °� RED A TITLE: CHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: DOOR SCHEDULE, ELEVATIONS & DETAILS A6mOl 0 GASKET GUTTER ELECTRI SOLENO ACCESS PANIC E) DEVICE 00 0 to O c E o� C:-N a) (D 0 N N UT - DOOR NUMBER NUMBER 1031F 1065 1065 1066 1067 1068 1069 1071 1094 1097 1097T 1098 1098T 1099 1099T 1101 1101T 1102 1102T 1103 1103T 1106 1106T 1107 11 77T 1108 1108T 1109 1109T 1110 1110T 1111 1111T 1112 1113 1114 1115 1116 1117 1118 1066 1067 1068 1069 1071 1094 1097 1097T 1098 1098T 1099 1099T 1101 1101T 1102 1102T 1103 1103T 1106 1106T 1107 1107T 1108 1108T 1109 1109T 1110 1110T 1111 1111T 1112 1113 1114 1115 1116 1117 1118 ROOMS NAME CONFERENCE / PVT. DINING ROOM STOR. TLT TLT. STOR. BEAUTY SHOP STORAGE SEMI PRIVATE PATIENT ROOM TLT. RM SEMI PRIVATE PATIENT ROOM TLT. RM PRIVATE PATIENT ROOM TLT. RM SEMI PRIVATE PATIENT ROOM TLT. RM SEMI PRIVATE PATIENT ROOM TLT. RM PRIVATE PATIENT ROOM TLT. RM PRIVATE PATIENT ROOM TLT. RM SEMI PRIVATE PATIENT ROOM TLT. RM SEMI PRIVATE PATIENT ROOM TLT. RM PRIVATE PATIENT ROOM TLT. RM SEMI PRIVATE PATIENT ROOM TLT. RM SEMI PRIVATE PATIENT ROOM TLT. RM STAFF TLT. ELEC. OFFICE SHOWER RECEPTION ROOM ACTIVITY STORAGE HSKPG DOOR SCHEDULE- PHASE 5 DOOR PANEL SIZE FIRE RATING DOOR FRAME DETAILS HARDWARE GROUP REMARKS DOOR NUMBER ROOMS WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH TYPE HEAD JAMB NUMBER NAME 7'-6" 7'- 0" SCWD PLAM 4 EXIST. EXIST. -- -- 5.DEPPH 1156 1156 MED ROOM 3'- 0" T- 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 5.C24- 1157 1157 SHOWER/ TUB ROOM 1162 1162 CLEAN UTILITY T - 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.S1-- 1164 1165 OFFICE 3' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P2-- 1165 1165 OFFICE 3'-0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 5.P2--- 1166 1166 SOILED UTILITY 3'- 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 5.S2-- 1167 1167 SEMI PRIVATE PATIENT ROOM 3'- 0" T- 0" SMOKE SCWD PLAM 3 EXIST. PAINTED EXIST. - -- 5.C2-- 1167T 1167T TLT. RM. 3' - 0" T- 0" SCWD PLAM 1 HM PAINTED A 4/A6.01 4/A6.01 5.P1--- 1168 1168 PRIVATE PATIENT ROOM 4'-0" 7' - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 511--W 1168T 1168T TLT. RM. 3' - 0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1169 1169 SOILED HOLDING 4'- 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 511-W 1170 1170 CLEAN HOLDING 3'- 0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1171 1171 PRIVATE PATIENT ROOM 4'- 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 511-W 1171T 1171T TLT. RM. 3' - 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1172 1172 SEMI PRIVATE PATIENT ROOM 4'- 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 511-W 1172T 1172T TLT. RM. 3' - 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1173 1173 SEMI PRIVATE PATIENT ROOM 4'- 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 511--W 1173T 1173T TLT. RM. T - 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1174 1174 SEMI PRIVATE PATIENT ROOM 4'- 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 511-W 1174T 1174T TLT. RM. 3'- 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1175 1175 SEMI PRIVATE PATIENT ROOM 4'-0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 511-W 1176T 1176T TLT. RM. 3'-0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 5.P1-S- 1177 1177 SEMI PRIVATE PATIENT ROOM 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 511--W 1177T 1177T TLT. RM. 3' - 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1178 1178 SEMI PRIVATE PATIENT ROOM 4'- 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 511-W 1178T 1178T TLT. RM. 3'-0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1180 1180 OFFICE 4'- 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 511--W 1181 1181 TLT RM S - 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1182 1182 ADL TLT 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 511--W 1184 1184 OFFICE 3' - 0" 7'-0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1185 1185 MECH. 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 511--W 1189 1189 PRIVATE PATIENT ROOM 3'- 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 5.P1-S- 1189T 1189T ADA TLT. RM. 3' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 5.P2-- 1190 1190 NURSES STATION 3' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 5.S2K- 1191 1191 PRIVATE PATIENT ROOM 3'- 0" T- 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 5.02-- 1191T 1191T TLT. RM 3' - 0" T- 0" 1 SMOKE SCWD PLAM 1 HM PAINTED C 3/A6.01 3/A6.01 5.P2EH- 1194 1194 STORAGE 3'- 0" 7'- 0" SMOKE SCWD PLAM 2 HM PAINTED A 4/A6.01 4/A6.01 5.C24- 1219 1186 PHYSICAL THERAPY T - 0" 7' - 0" SCWD PLAM 1 HM PAINTED A 4/A6.01 4/A6.01 5.S1--- 1220 1186 PHYSICAL THERAPY 3'- 0" T- 0" SMOKE SCWD PLAM 1 HM PAINTED A 4/A6.01 4/A6.01 5.S2-- 1 1221 1187 CORRIDOR DOOR SCHEDULE- PHASE 7 DOOR NUMBER ROOMS DOOR PANEL SIZE FIRE RATING DOOR FRAME DETAILS HARDWARE GROUP REMARKS NUMBER NAME WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH TYPE HEAD JAMB 1006E 1006 CORRIDOR 3'- 6" 7'- 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. - -- 7.C24-W 1064 1064 CHAPEL 3'- 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 712-- 1070 1070 DINING ROOM 4'- 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 7.C24-W 1094 1094 BISTRO 6'-0" T - 0" SCWD PLAM 5 HM PAINTED A -- -- 7.SB-- 1121 1121 CORRIDOR T- 6" T- 0" 90 MIN. SCWD PLAM 4 EXIST. PAINTED EXIST. - -- 7.DEPEM 1174 1174 STAFF LOUNGE 3'- 0" T- 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 7.C2-- 1174A 1174 STAFF LOUNGE T - 6" 7'- 0" SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 7.C2-HW 1175T 1175T TLT RM 3' - 0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 7.P1-S- 1176T 1176T TLT RM 3' - 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 4.P1-S- 1177 1177 FOLDING ROOM 3'- 6" T- 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 7.C2-- 1177A 1177 FOLDING ROOM 3' - 0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 7.S1-- 1180 1180 SOILED LINEN SORTING 3'- 6" T- 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 7.C20SW 1181 1181 LAUNDRY 3'- 6" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 7.C1-HW 1181A 1181 LAUNDRY 3' - 6" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 7.C2-HW 1294 1167 KITCHEN 3' - 6" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 7.C2-HW A A,/1, 1111'1 TVA PANIC RELEASE HEADER ABOVE n a *DOOR AND TRANSOM TO MEET ALL NECESSARY FBC AND NOA REQUIREMENTS INTERIOR DOOR NUMBER ROOMS NUMBER NAME 1006 1283 CORR 1127 1127 PRIVATE PATIENT ROOM 1127T 1127T TLT RM 1128 1128 PRIVATE PATIENT ROOM 1128T 1128T TLT RM 1128V 1128U LINEN STORAGE 1129 1129 PRIVATE PATIENT ROOM 1129T 1129T TLT RM 1130 1130 PRIVATE PATIENT ROOM 1130T 1130T TLT RM 1131 1131 PRIVATE PATIENT ROOM 1131T 1131T TLT ROOM 1132 1132 PRIVATE PATIENT ROOM 1132T 1132T TLT RM 1133 1133 SEMI PRIVATE PATIENT ROOM 1133T 1133T TLT ROOM 1134 1134 PRIVATE PATIENT ROOM 1134T 1134T TLT RM 1136 1136 SHOWER 1138 1138 PRIVATE PATIENT ROOM 1138T 1138T TLT RM 1142 1142 CLEAN UTILITY 1143 1143 MED PREP 1144 1144 PRIVATE PATIENT ROOM 1144T 1144T TLT RM 1145 1145 PRIVATE PATIENT ROOM 1145T 1145T TLT RM 1146 1146 PRIVATE PATIENT ROOM 1146T 1146T TLT RM 1148 1148 OFFICE 1199 1199 OFFICE 1266 1268 STOR. 1282 1282 CORR 1283 1283 CORR DOOR SCHEDULE- PHASE 4 ■ DOOR PANEL SIZE FIRE DOOR FRAME DETAILS HARDWARE WIDTH HEIGHT RATING MATERIAL FINISH TYPE MATERIAL FINISH TYPE HEAD JAMB GROUP REMARKS 3'-0" 7'- 0" SMOKE SCWD PLAM 2 HM PAINTED A 4/A6.01 4/A6.01 4.K2-st dio+ - 3' - 0" 7'- 0" SMOKE SCWD PLAM 1 HM PAINTED C 3/A6.01 3/A6.01 4.P2EH- 3' - 0" 7'- 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 4.S2--- 2211 E 7th Ave, Suite A, Tampa, Florida 33605 3' - 0" 7'- 0" SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 4.01--- P: 239.357.4983 AA26002372 3'- 0" T- 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- - 4.02--- Califomia I Florida 3' - 0" 7'- 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 4.S2--- 4'-0" 7'-0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 411--W PENINSULA ENGINEERING INC 3'-0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 4.P1-S- 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 411--W MEP&FP 3'-0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 4.P1-S- 2016 ALDEN ROAD 3'- 0" 7'- 0" 45 MIN. SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 4.S2--- ORLANDO, FL 32803 3'- 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 4.S2--- P: 407.246.1688 4'- 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 411-W 3' - 0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 4.P1-S- 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 411--W i LBA INTERIORS 3' - 0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 4.P1-S- INTERIOR DESIGN 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 4.L1--W 3'- 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 4.131-S- 5650 DTC PARKWAY 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- 411--W SUITE 100 3' - 0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 4.P1-S- ENGLEWOOD, CO 80111 4'- 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 411--W P: 303.773.0436 3'-0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 7.P1-S- 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - - 411--W 3'-0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 4.P1-S- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 411--W 3'- 0" T - 0" SCWD PLAM 1 EXIST. I PAINTED EXIST. -- -- 4.P1-S- 3' - 0" T - 0" SCWD PLAM 2 EXIST. PAINTED EXIST. - -- 4.01--- 3' - 0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 4.131--- 3' - 0" T- 0" SCWD PLAM 1 HM PAINTED A 4/A6.01 4/A6.01 4.P1--- 3' - 0" 7' - 0" SCWD PLAM 2 EXIST. PAINTED EXIST. - -- 4.01--- 6' - 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 4.S3KH- 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 411--W 3' - 0" 7'-0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 4.P1--- 4' - 0" T - 0" SCWD PLAM 3 HM PAINTED A 4/A6.01 4/A6.01 4.C1-SW 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 411--W 3' - 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - - 4.P1--- 3' - 0" 7'- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 4.S1--- 4' - 0" T- 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 4.C24ZW 4'- 0" T- 0" SMOKE SCWD PLAM 2 EXIST. PAINTED EXIST. -- -- 4.C24ZW 7' - 6" 7' - 0" 90 MIN. SCWD PLAM 4 EXIST. PAINTED EXIST. -- -- 4.DEPRM DOOR SCHEDULE- PHASE 6 DOOR PANEL SIZE FIRE DOOR FRAME DETAILS HARDWARE WIDTH HEIGHT RATING MATERIAL FINISH TYPE MATERIAL FINISH TYPE HEAD JAMB GROUP REMARKS 6' - 0" 7'- 0" SCWD PLAM 4 EXIST. PAINTED EXIST. -- -- 6.DEPPH REVISIONS: 4'-0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3' - 0" 7' - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 6.P1-S- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W T - 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 6.P1-S- 3' - 0" T- 0" SMOKE SCWD PLAM 1 HM PAINTED A 4/A6.01 4/A6.01 6.S2-- 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3' - 0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 6.P1-S- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3' - 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 6.P1-S- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3' - 0" 7'-0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 6.P1-S- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3' - 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 6.P1-S- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3' - 0" 7'-0" SCWD PLAM 1 EXIST, PAINTED EXIST. -- -- 6.P1-S- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3'-0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 6.P1-S- 3' - 0" 7'- 0" SMOKE SCWD PLAM 1 HM PAINTED C 3/A6.01 3/A6.01 6.P2EH- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3' - 0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - - 6.P1--- T - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 6.S2--- 3' - 0" T - 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. - -- 6.K2--- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3'-0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 6.131--- 4' - 0" 7'- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3' - 0" T- 0" SCWD PLAM 1 EXIST. PAINTED EXIST. -- - 6.P1--- 4' - 0" T- 0" SMOKE SCWD PLAM 1 EXIST. PAINTED EXIST. -- -- 611--W 3' - 0" T - 0" SCWD PLAM 1 EXIST. PAINTED EXIST. - - 6.P1--- 3' - 0" T- 0" SMOKE SCWD PLAM 2 HM PAINTED A 4/A6.01 4/A6.01 6.02-- T - 0" T- 0" SMOKE SCWD PLAM 2 HM PAINTED A 4/A6.01 4/A6.01 6.02-- 3' - 0" 7' - 0" EXIST. PAINTED EXIST. -- -- 6.S1--- T - 6" 7' - 0" 90 MIN. SCWD PLAM 4 EXIST. PAINTED EXIST. -- -- 6.DEPRM T - 6" 7'- 0" 90 MIN. SCWD PLAM 4 EXIST. PAINTED EXIST. 16.DEPRM ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 CO „o 2 v_ AR97653 2 Off, c/SrERED AR��c, 1 zid„ 1/4" SHIM SPACE *DOOR AND TRANSOM TO MEET ALL NECESSARY FBC AND NOA REQUIREMENTS PRODUCT APPROVAL # 18003.1 WY TTTLE:RHILLS HEALTH & REHAB CENTER FINISH UPGRADE -SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16003 ISSUED DATE: 12/16/2016 SHEET TITLE: DOOR SCHEDULE & WINDOW ELEVATION & DETAILS EXTERIOR SLIDING DOOR VERTICAL SECTION 3 EXTERIOR SLIDING DOOR HORIZONTAL SECTION 2 EXTERIOR SLIDING DOOR ELEVATION 1 3" = 1'-0" 3" = 1'-0" 1 /4" = 1'-0" A6s02 0 2016 Studio+ zo NURSE STATION 1189 - FRONT ELEVATION 8 3/8" _ 1 PENDANT LIGHT, TYP NEW GYP. SOFFIT,, --- - 02 QUARTZ _ OPEN TO COUNTERTOP, RE: BEYOND INTERIOR SPECS. o `� N RUBBER BASE r 0 NURSE STATION 1189 - BACK COUNTER - WOOD CABINETRY, TYP. RE: INTERIOR FINISH SPECS FOR WOOD SPECIES, WOOD FINISH, AND MANUFACTURER. ALL CABINETRY TO BE PROVIDED WITH CYLINDRICAL LOCKS. TYP. LIGHT VALANCE TO FULLY CONCEAL UNDER -CABINET LIGHTING. FINISH TO MATCH CABINETRY. UNDER -CABINET LIGHTING TO BE MOUNTED AT FACE OF VALANCE AND FACE TOWARDS WALL. Q2 QUARTZ COUNTERTOP, RE: INTERIOR SPECS. G.C. TO PROVIDE SUPPORTS WHERE REQUIRED. G.C. TO PROVIDE PLASTIC LAMINATE BOX/BOX/FILE PED WITH LOCK. ;PL1 RUBBER BASE r NURSE STATION BACK COUNTER ELEVATION 4 3/8" = 1'-0" 6'- 51 /8" I ID-100 10 -----�d-2"-- 1 0 I N _J +30" L \ ` 8 5'-7314" +30" ` 6 9 ID-100 .,so NURSES STATION II 1189 5' 3 5r8° o II ID 100 ID 100' 5 y rn I 11 ID-100 II +30" FULL HT. -� WALL +30" F SHOWtR,, ~` Ia�oo a 1019 - CORRIDOR 27 OFFICE 1018 NORTHEAST 9 3/8" = 1'-0" PENDANT LIGHT, TYP. NEW GYP. SOFFIT Q2 QUARTZ COUNTERTOP, RE: INTERIOR SPECS. o C4 N RUBBER BASE 0 N PENDANT LIGHT, TYP OPEN TO BEYOND i NURSE STATION 1189 - SOUTH ELEVATION 10 3/8" = 1'-0" GYP. SOFFIT TO ALIGN WITH TOP EDGE OF CROWN MOULDING. UNDER -CABINET LIGHTING I TO BE MOUNTED AT FACE OF VALANCE AND FACE TOWARDS WALL. 02 QUARTZ COUNTERTOP, RE: INTERIOR SPECS. m G.C. TO PROVIDE SUPPORTS WHERE REQUIRED. RUBBER BASE NURSE STATION 1189 - _- BACK COUNTER - EAST 5 3/8" = 1'-0" -- - 5 HIGH PAINTED MDF SHELVESON HEAVY DUTY STANDP --- NURSE STATION 1189 - BACK COUNTER - EAST 1 1 /4" = 1'-0" -- NEW GYP. SOFFIT PENDANT LIGHT, TYP. Q2 QUARTZ COUNTERTOP, RE: INTERIOR SPECS. IE co RUBBER BASE INTERIOR ELEVATION NOTES 1. ALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF FINISH LION 2. TOLERANCES FOR BUILT-IN ITEMS, INCLUDING CASEWORK, MILLWORK, APPLIANCES, AND ALL APPLICABLE OTHERS MUST BE FIELD COORDINATED TO ENSURE ADEQUATE FIT AND NEW GYP. SOFFIT PROPER CLEARANCES PENDANT LIGHT, TYP. 3. FLOOR FINISH, WALL FINISH AND WALL BASE ARE TO BE INSTALLED BENEATH AND BEHIND ALL BASE CABINETS AND/OR EQUIPMENT INDICATED TO BE REMOVABLE 4. PROVIDE FINISHED END PANELS MATCHING THE CABINET FACE AT ALL EXPOSED CABINET / SIDES 5. ALL EXPOSED EDGES AT COUNTER TOPS ARE TO HAVE EASED EDGE, TYP LION 6. PROVIDE FIRE RETARDANT WOOD BLOCKING OR METAL STRAP WITHIN THE WALL CAVITY, AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED ITEMS Q2 QUARTZ OPEN TO COUNTERTOP, RE: 7. REFER TO A-603 TO THE TYPICAL MOUNTING HEIGHTS SCHEDULE FOR MOUNTING HEIGHTS BEYOND INTERIOR SPECS. OF ACCESSORIES AND DEVICES 8. REFER TO ROOM FINISH SCHEDULE AND INTERIOR DESIGN DRAWINGS FOR ALL FINISHES THROUGHOUT THE BUILDING � RUBBER BASE 9. REFER TO SHEET A-551 FOR MOLDING PROFILES 10. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND MOUNTING REQUIREMENTS 11. COUNTERTOPS THAT ARE INDICATED TO BE AT 34 INCHES AFF MAXIMUM MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE SINK RIM OR LESS THAN 34 INCHES TO THE TOP OF THE COUNTERTOP MAY REQUIRE CUSTOM CABINETRY TO COMPLY WITH ACCESSIBILITY GUIDELINES, UNLESS CONTRACTOR CAN DEMONSTRATE AN ALTERNATE METHOD OF COMPLIANCE. NURSE STATION 1189 ' 12 ALL INSTALLED OPERABLE CABINET DOORS AND DRAWERS ARE TO RECEIVE A PULL PER SPEC. WEST_ E L E VAT I O N 13. VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE LAVATORY SINK WHEN THE SINK 11 — IS CENTERED IN THE COUNTERTOP, OTHERWISE THE VANITY LIGHT FIXTURES ARE TO BE 3/8" = 1'-0" CENTERED OVER THE VANITY COUNTERTOP. NURSE STATION 1189 - BACK COUNTER - NORTH 6 3/8" = 1'-0" " 1 1/2" 11/2 - 2' - 5 3/4" PENDANT LIGHT, TYP. J GYP. SOFFIT )UARTZ COUNTERTOP, INTERIOR SPECS. 14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL REVIEW AND APPROVAL PRIOR TO FABRIATION. ALL MILLWORK DRAWINGS SHALL BE USED AS DESIGN DRAWINGS. 15. ALL LIGHT FIXTURES ABOVE VANITY TO BE MOUNTED AT T-0" A.F.F. VERIFY IN FIELD j WOOD CABINETRY, TYP. RE: INTERIOR FINISH SPECS FOR - WOOD SPECIES, WOOD FINISH, AND MANUFACTURER. ALL CABINETRY TO BE PROVIDED WITH CYLINDRICAL LOCKS, TYP, LIGHT VALANCE TO FULLY CONCEAL UNDER -CABINET LIGHTING FINISH TO MATCH CABINETRY. TO PROVIDE SUPPORTS o UNDER CABINET LIGHTING .RE REQUIRED. 5o `' TO BE MOUNTED AT FACE OF VALANCE AND FACE TO PROVIDE PLASTIC TOWARDS WALL. INATE BOX/BOX/FILE PED '—k Q2 QUARTZ COUNTERTOP, 1 LOCK. ;PL1 e RE: INTERIOR SPECS. BER BASE G.C. TO PROVIDE SUPPORTS .r WHERE REQUIRED. G.C. TO PROVIDE PLASTIC -- LAMINATE BOX/BOX/FILE PED WITH LOCK. ; PL1 RUBBER BASE NURSE STATION - BACK COUNTER - SOUTH COORDINATE POWER @ WALL W/ ARCH. & 1 112" , 6'-23116" .1 112" 2'-21/4" 2'-11/2 ,1 11 " -1 1/2" DESIGNER 2'-21/2" LED PUCK LIGHT, TYP. CROWN BY CAB. MANUFACTURER I I L--------J PRINTER 4' - 5118" i 2'_2 7/8" 1/2" LIVING ROOM 3 3/8" = l'-O" G.C. TO PROVIDE NEC. BRACING FOR 50"-60" TELEVISION & T.V. MOUNT SUPPLIED BY OWNER. ---- -15" DEEP STAINED HRWD. BUILT-IN WI FULL FINISHED BACK & SIDES. MATCH WOOD SPECIES AND TRIM TO CABINETRY. PROVIDE FULL FINISHED HARDWOOD REMOVABLE BACK PANEL @ BUILT-IN FOR CORDS, WIRING, ETC. ALL DEVICES AND PLATES TO BE BROWN, Q3 QUARTZ COUNTERTOP @ ENTIRE WALL, PROVIDE CLEATS UNDER DESK AREA TO SUPPORT COUNTERTOP AS NEC. WOOD CABINETS; RE: INTERIOR FINISH SPECIFICATIONS. DRAWER FOR PRINTER ON FULL EXTENTION METAL GLIDES, DRAWER FINISH TO MATCH FACE OF CABINETRY ALL EXPOSED PLANES CAB TO HAVE 2'- 2 718" 2 2 718" 2' - 2 718" — 2' - 2 7/8" 2 2 7/8" - 2' Y 7/8 ( )• FULL FINISHED BACK PANEL. COORDINATE POWER _ FOR PRINTER IN THIS LOCATION. 1 1/2"J 518" TOE KICK, FINISH TO MATCH FACE OF CABINETS. 20' - 5 718" -- --RUBBER WALL BASE; RE: INTERIOR FINISH 1034 — WEST ELEVATION SPECIFICATIONS. 1" WOOD CABINETRY, TYP. RE: KEY PLAN (N . T . S .) . EQ. EQ. INTERIOR FINISH SPECS FOR WOOD - -_ ----- — SPECIES, WOOD FINISH, AND MANUFACTURER. ALL CABINETRY TO BE PROVIDED WITH CYLINDRICAL LOCKS, TYP. _ ' LIGHT VALANCE TO FULLY CONCEAL UNDER -CABINET LIGHTING. FINISH TO - MATCH CABINETRY. UNDER -CABINET LIGHTING TO BE PH6 ` MOUNTED AT FACE OF VALANCE AND FACE PH3 PH7 TOWARDS WALL. - _- T9 ACCENT TILE, RE: INTERIOR SPECS. PH6 — - 02 QUARTZ COUNTERTOP, PH 1 --- - - P H4 — — — RE: INTERIOR SPECS. RECEPTION ROOM 1024 - SOUTH ELEVATION 2 3/8" = 1'-0" - UNDER COUNTER REFRIDGERATOR PROJECT NORTH TRUE NORTH t U 0 California I Florida I Nevada 2211 E- 7TH Avenue, Tampa, Florida 33605 P:239-357-4983 AA26002373 Peninsula Engineering, INC. MEP8�FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE - ENLARGED PLANS & INTERIOR ELEVATIONS I D=1 00 2015 Studio+ C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 q/1.r,/qn1 R R-nF-?A Pnn— 8 u........ BISTRO 1032 ENLARGED PLAN 1 1/4" -0" BEYOND QUARTZ COUNTERTOP; 01,---__........ _....... _ F� S ! \ \ , ➢ - - -WOOD CABINETS. RE: a = a INTERIOR FINISH t" " _ _ - _ - _ _ _ _ - SPECIFICATIONS " C-4 N �* Cq I e - o I TOE KICK TO MATCH --- ---X- FACE OF CABINETS BISTRO 1032 ISLAND ELEV. 6 3/8" = 1'-O" - - C J 1 2'- 5" QUARTZ COUNTERTOP RE: INTERIOR FINISH SPECIFICATIONS; Q1 P-LAM WRAP 3 SIDES (FINISH TO MATCH FACE OF CABINETS); PL1 WOOD LOOK RUBBER BASE RE:INTERIOR FINISH SPECIFICATIONS; RB1 BISTRO 1032 - WEST ELEVATION 5 3/8" = -0" 3'-21/4" V-4" 1"V-0" -i I OPEN TO BEYOND 0 o IN I N I r- BISTRO 3 3/8" = 1'-O" 7'-9" 1032 - N ACCENT TILE RE: INTERIOR FINISH SPECIFICATIONS; T7 SOUP WELL RE: INTERIOR FINISH SPECIFICATIONS QUARTZ COUNTERTOP RE: INTERIOR F H F INISH SPECIFICATIONS; 01 IDDEN COUNTERTOP BRACE BY EDRAL BRACE: "FREEDOM BRACE" NSTALL PER MANUF. SPECIFICATIONS -LAM WRAP 3 SIDES RE: NTERIOR FINISH S RPECIFICATIONS; PL1 LIBBER BASE RE: INTERIOR P FINISH SPECIFICATIONS. Ho INTERIOR ELEVATION NOTES 1. ALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF FINISH LION 2. TOLERANCES FOR BUILT-IN ITEMS, INCLUDING CASEWORK, MILLWORK, APPLIANCES, AND ALL APPLICABLE OTHERS MUST BE FIELD COORDINATED TO ENSURE ADEQUATE FIT AND PROPER CLEARANCES 3. FLOOR FINISH, WALL FINISH AND WALL BASE ARE TO BE INSTALLED BENEATH AND BEHIND ALL BASE CABINETS AND/OR EQUIPMENT INDICATED TO BE REMOVABLE 4. PROVIDE FINISHED END PANELS MATCHING THE CABINET FACE AT ALL EXPOSED CABINET SIDES 5. ALL EXPOSED EDGES AT COUNTER TOPS ARE TO HAVE EASED EDGE, TYP LION 6. PROVIDE FIRE RETARDANT WOOD BLOCKING OR METAL STRAP WITHIN THE WALL CAVITY, AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED ITEMS 7. REFER TO A-603 TO THE TYPICAL MOUNTING HEIGHTS SCHEDULE FOR MOUNTING HEIGHTS OF ACCESSORIES AND DEVICES 8. REFER TO ROOM FINISH SCHEDULE AND INTERIOR DESIGN DRAWINGS FOR ALL FINISHES THROUGHOUT THE BUILDING 9. REFER TO SHEET A-551 FOR MOLDING PROFILES 10. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND MOUNTING REQUIREMENTS 11. COUNTERTOPS THAT ARE INDICATED TO BE AT 34 INCHES AFF MAXIMUM MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE SINK RIM OR LESS THAN 34 INCHES TO THE TOP OF THE COUNTERTOP MAY REQUIRE CUSTOM CABINETRY TO COMPLY WITH ACCESSIBILITY GUIDELINES, UNLESS CONTRACTOR CAN DEMONSTRATE AN ALTERNATE METHOD OF COMPLIANCE. 12. ALL INSTALLED OPERABLE CABINET DOORS AND DRAWERS ARE TO RECEIVE A PULL PER SPEC. 13. VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE LAVATORY SINK WHEN THE SINK IS CENTERED IN THE COUNTERTOP, OTHERWISE THE VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE VANITY COUNTERTOP. 14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL REVIEW AND APPROVAL PRIOR TO FABRIATION. ALL MILLWORK DRAWINGS SHALL BE USED AS DESIGN DRAWINGS. 15. ALL LIGHT FIXTURES ABOVE VANITY TO BE MOUNTED AT T-0" A.F.F. VERIFY IN FIELD CROWN BY CAB. MANUFACTURER RE: INTERIOR FINISH SPECIFICATIONS WOOD CABS. RE: INTERIOR FINISH SPECIFICATIONS ACCENT TILE RE: INTERIOR FINISH SPECIFICATIONS; T7 QUARTZ COUNTERTOP RE: INTERIOR FINISH SPECIFICATIONS; 01 WOOD CABS. TYP. RE: INTERIOR FINISH SPECIFICATIONS WOOD FILLER TO MATCH FACE OF CABINETS. TOE KICK TO MATCH FACE OF CABS. ----_.-__—_ CLEAR ORTH ELEVATION BISTRO 1032 - BACK COUNTER - WEST 4 3/8" = 1'-0" 2BISTRO 1032 - BACK COUN 3/8" = 1'-0" - - -- MAPLE HDWD SHELVING FINISH TO MATCH FACE OF CABINETRY RE: INTERIOR FINISH SPECIFICATIONS UVOOD CABS. WITH GLASS DOORS RE: INTERIOR FINISH SPECIFICATIONS CROWN BY CAB. MANUFACTURER RE: INTERIOR FINISH SPECIFICATIONS JVOOD CABS. RE: INTERIOR FINISH SPECIFICATIONS MICROWAVE RE: INTERIOR FINISH SPECIFICATIONS 4CCENT TILE RE: INTERIOR FINISH SPECIFICATIONS; T7 UNDER CAB LIGHTING CONCEALED BY LIGHT VALANCE RE: ELEC. RE: INTERIOR FINISH SPECIFICATIONS QUARTZ COUNTERTOP RE: INTERIOR FINISH SPECIFICATIONS; Q1 VVOOD CABS. TYP. RE: INTERIOR FINISH SPECIFICATIONS -OE KICK TO MATCH FACE OF CABS. - U" TER - NORTH KEY PLAN (N.T.S.): H3 PH2 PROJECT NORTH 7F PH7 PH5 - i � I TRUE NORTH tu io, California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD- JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS - Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE - ENLARGED PLANS & INTERIOR ELEVATIONS C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 19/1 ion1F F)-m-gri PNn- I� ID102 2015 Studio+ 2" 2" 4'� V-0" V-4" 1'-0,, 4" 8' 0" 4^ 1' 0" 4' 13' - 31 /4" 4" 3:-25.;,z" 4" 6'-15/8" 4„ S-3'. ACCENT PAINTED GYP WALL c� `co v a. T - 8" RECEPTION 1059 - NORTH ELEVATION 6 3/8" = 1'-0" BEHIND WOOD LOOK P-LAM ' ----- WRAPPED PANELS WOOK LOOK P-LAM WRAPPED MDF PANEL, APPLY DIRECTLY TO P-LAM WRAPPED PANEL UNDERNEATH.; PL2 PENDANT RE: RCP & INTERIOR FINISH SPECIFICATIONS WOOD LOOK P-LAM WRAPPED MDF PANEL, BACK LIT WITH LED STRIP LIGHTING, PANEL HELD OFF WALL 3 1/2".; PL2 WOOD LOOK P-LAM WRAPPED MDF PANEL, APPLY DIRECTLY TO P-LAM WRAPPED PANEL UNDERNEATH.; PL2 - - WOOD LOOK P-LAM WRAPPED MDF PANEL TYP. BACK LIT WITH LED STRIP LIGHTING. PANEL HELD OFF WALL 31/2".; PL2 RUBBER BASE RE: INTERIOR 3'-8" FINISH SPECIFICATIONS; RB1 0 0 0 0 0 0 e - - ACCENT PAINTED GYP WALL BEHIND WOOD LOOK P-LAM WRAPPED PANELS - - - WOOD LOOK P-LAM WRAPPED MDF PANEL TYP. BACK LIT WITH LED STRIP LIGHTING. PANEL HELD OFF WALL 3 112".; PL2 RUBBER BASE RE: INTERIOR FINISH SPECIFICATIONS; RB1 RECEPTION 1059 - WEST ELEVATION -- 7 - - - - 2'- 0" 2'- 0" EQ. i 6 ID-103 � ID-103 °D 3 6- 9 3/8" 9'- 11 /2" RECEPTION 1059 i "_ 9' - 0" RECEPTION DESK BACK COUNTER - NORTH ELEVATION 4 3/8" = 1'-0" 2'-0" 2'-o" 2'-0" is M 4- RECEPTION - WEST ELE 2 3/8" = 1'-0" 7' - 8 3/4" 3" DESK FRONT NATION GYP. SOFFIT PENDANT RE: RCP & INTERIOR FINISH SPECIFICATIONS QUARTZ COUNTERTOP RE: INTERIOR a FINISH SPECIFICATIONS ;Q3 OD HIDDEN COUNTERTOP BRACE BY `- r FEDERAL BRACE: "FREEDOM - - BRACE". INSTALL PER MANUF. SPECIFICATIONS. G.C. TO PROVIDE PLASTIC LAMINATE BOX BOX PED W. LOCK. FINISH TO BE APPROVED BY LBA INTERIORS.; PL1 - -- " RUBBER BASE RE: INTERIOR FINISH SPECIFICATIONS; RB1 i GYP. SOFFIT PENDANT RE: RCP & INTERIOR FINISH SPECIFICATIONS QUARTZ COUNTERTOP RE: INTERIOR FINISH E) SPECIFICATIONS; Q3 P-LAM PL1 RE: INTERIOR FINISH SPECIFICATIONS `n M � P-LAM PL2 RE: c INTERIOR FINISH SPECIFICATIONS INTERIOR ELEVATION NOTES 1. ALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF FINISH UON 2. TOLERANCES FOR BUILT-IN ITEMS, INCLUDING CASEWORK, MILLWORK, APPLIANCES, AND ALL APPLICABLE OTHERS MUST BE FIELD COORDINATED TO ENSURE ADEQUATE FIT AND PROPER CLEARANCES 3. FLOOR FINISH, WALL FINISH AND WALL BASE ARE TO BE INSTALLED BENEATH AND BEHIND ALL BASE CABINETS AND/OR EQUIPMENT INDICATED TO BE REMOVABLE 4. PROVIDE FINISHED END PANELS MATCHING THE CABINET FACE AT ALL EXPOSED CABINET SIDES 5. ALL EXPOSED EDGES AT COUNTER TOPS ARE TO HAVE EASED EDGE, TYP LION 6. PROVIDE FIRE RETARDANT WOOD BLOCKING OR METAL STRAP WITHIN THE WALL CAVITY, AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED ITEMS 7. REFER TO A-603 TO THE TYPICAL MOUNTING HEIGHTS SCHEDULE FOR MOUNTING HEIGHTS OF ACCESSORIES AND DEVICES 8. REFER TO ROOM FINISH SCHEDULE AND INTERIOR DESIGN DRAWINGS FOR ALL FINISHES THROUGHOUT THE BUILDING 9. REFER TO SHEET A-551 FOR MOLDING PROFILES 10. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND MOUNTING REQUIREMENTS 11. COUNTERTOPS THAT ARE INDICATED TO BE AT 34 INCHES AFF MAXIMUM MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE SINK RIM OR LESS THAN 34 INCHES TO THE TOP OF THE COUNTERTOP MAY REQUIRE CUSTOM CABINETRY TO COMPLY WITH ACCESSIBILITY GUIDELINES, UNLESS CONTRACTOR CAN DEMONSTRATE AN ALTERNATE METHOD OF COMPLIANCE. 12. ALL INSTALLED OPERABLE CABINET DOORS AND DRAWERS ARE TO RECEIVE A PULL PER SPEC. 13. VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE LAVATORY SINK WHEN THE SINK IS CENTERED IN THE COUNTERTOP, OTHERWISE THE VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE VANITY COUNTERTOP. 14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL REVIEW AND APPROVAL PRIOR TO FABRIATION. ALL MILLWORK DRAWINGS SHALL BE USED AS DESIGN DRAWINGS. 15, ALL LIGHT FIXTURES ABOVE VANITY TO BE MOUNTED AT T-0" A.F.F. VERIFY IN FIELD RECEPTION DESK BACK COUNTER - EAST ELEVATION 5 318" = 1'-0" GYP. SOFFIT PENDANT RE: RCP & INTERIOR FINISH SPECIFICATIONS QUARTZ COUNTERTOP RE: INTERIOR FINISH SPECIFICATIONS; Q3 HIDDEN COUNTERTOP BRACE BY FEDERAL BRACE: "FREEDOM BRACE". INSTALL PER MANUF. SPECIFICATIONS. G.C. TO PROVIDE PLASTIC LAMINATE BOX BOX PED W. LOCK. FINISH TO BE APPROVED BY LBA INTERIORS.; PL1 RUBBER BASE RE: INTERIOR FINISH SPECIFICATIONS; RB1 -- GYP. SOFFIT KEY PLAN (N.T.S.): -- - - - -- .--........... OPEN TO BEYOND N ra �I o � RECEPTION DESK FRONT - -_SOUTH ELEVATION 3 3/8" = 1'-0" - PENDANT RE: RCP & INTERIOR FINISH SPECIFICATIONS -- - QUARTZ COUNTERTOP PH6 RE: INTERIOR --- FINISH PH3 PH7 SPECIFICATIONS' Q3 -� PH6 P-LAM PL1 RE: PH 1 INTERIOR FINISH SPECIFICATIONS P-LAM PL2 RE: - INTERIOR FINISH �_ PH2 SPECIFICATIONS I PH5 PROJECT NORTH — I i TRUE NORTH Stu io California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 OF S B� Al�15910 �ij • � S�RReD p�.`�o REVISIONS: ARCHITECT OF RECORD- JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE - Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER- 2016.4410 SHEET TITLE - ENLARGED PLANS & INTERIOR ELEVATIONS I D=1 03 2015 Studio+ C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 q/1 F;/qni F; R-nn-w; Pnn- INTERIOR ELEVATION NOTES 1. ALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF FINISH LION tu io+ PRE -FABRICATED CABINETRY & EQUIPMENT BY OWNER; G.C. TO COORDINATE PLUMBING; BUILT-IN UNIT INSIDE CLOSET TO BE DRYER CHAIR AND DRYER TO BELVEDERE "COLOR WAVE" COLOR CENTER BE BELVEDERE #S93-A-101 W/ W/ SINK; CWB62-HPL., FINISHES T.B.D. G.C. 20010770, FINISH T.B.D. TO COORDINATE PLUMBING FIXTURE DRYER TO BE BELVEDERE �- _CONFERENCE ROOM AND SALON ENLARGED PLAN 1 1/4" = V-0" SALON ELEV. 3 3/8" = 1 '-0" 0 CV T-0" 1' 5" T-0" T-2112" V-31/2" CONFERENCE ROOM 1065 - NORTH ELEVATION 2 3/8" = 1' MAPLE HDWD SHELVING W/ FULL FINISHED BACK; FINISH TO MATCH FACE OF CABINETRY RE: INTERIOR FINISH SPECIFICATIONS WOOD CABINETRY, TYP. RE: INTERIOR FINISH SPECS FOR WOOD SPECIES, WOOD FINISH. AND MANUFACTURER. ALL CABINETRY TO BE PROVIDED WITH CYLINDRICAL LOCKS, TYP. LIGHT VALANCE TO FULLY CONCEAL UNDER -CABINET LIGHTING. FINISH TO MATCH CABINETRY. UNDER -CABINET LIGHTING TO BE MOUNTED AT FACE OF VALANCE AND FACE TOWARDS WALL. QUARTZ COUNTERTOP, RE: INTERIOR SPECS. UNDERCOUNTER REFRIGERATOR WOOD CABINETRY, TYP. RE: INTERIOR FINISH SPECS FOR WOOD SPECIES, WOOD FINISH, AND MANUFACTURER. ALL CABINETRY TO BE PROVIDED WITH CYLINDRICAL LOCKS, TYP. 2. TOLERANCES FOR BUILT-IN ITEMS, INCLUDING CASEWORK, MILLWORK, APPLIANCES, AND ALL APPLICABLE OTHERS MUST BE FIELD COORDINATED TO ENSURE ADEQUATE FIT AND PROPER CLEARANCES 3. FLOOR FINISH, WALL FINISH AND WALL BASE ARE TO BE INSTALLED BENEATH AND BEHIND ALL BASE CABINETS AND/OR EQUIPMENT INDICATED TO BE REMOVABLE 4. PROVIDE FINISHED END PANELS MATCHING THE CABINET FACE AT ALL EXPOSED CABINET SIDES 5. ALL EXPOSED EDGES AT COUNTER TOPS ARE TO HAVE EASED EDGE. TYP LION 6. PROVIDE FIRE RETARDANT WOOD BLOCKING OR METAL STRAP WITHIN THE WALL CAVITY, AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED ITEMS 7. REFER TO A-603 TO THE TYPICAL MOUNTING HEIGHTS SCHEDULE FOR MOUNTING HEIGHTS OF ACCESSORIES AND DEVICES 8. REFER TO ROOM FINISH SCHEDULE AND INTERIOR DESIGN DRAWINGS FOR ALL FINISHES THROUGHOUT THE BUILDING 9. REFER TO SHEET A-551 FOR MOLDING PROFILES 10. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND MOUNTING REQUIREMENTS 11. COUNTERTOPS THAT ARE INDICATED TO BE AT 34 INCHES AFF MAXIMUM MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE SINK RIM OR LESS THAN 34 INCHES TO THE TOP OF THE COUNTERTOP MAY REQUIRE CUSTOM CABINETRY TO COMPLY WITH ACCESSIBILITY GUIDELINES, UNLESS CONTRACTOR CAN DEMONSTRATE AN ALTERNATE METHOD OF COMPLIANCE. 12. ALL INSTALLED OPERABLE CABINET DOORS AND DRAWERS ARE TO RECEIVE A PULL PER SPEC. 13. VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE LAVATORY SINK WHEN THE SINK IS CENTERED IN THE COUNTERTOP, OTHERWISE THE VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE VANITY COUNTERTOP. 14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL REVIEW AND APPROVAL PRIOR TO FABRIATION. ALL MILLWORK DRAWINGS SHALL BE USED AS DESIGN DRAWINGS. 15. ALL LIGHT FIXTURES ABOVE VANITY TO BE MOUNTED AT T-0" A.F.F. VERIFY IN FIELD FRAMED MIRROR, RE: INTERIOR FINISH SPECIFICATIONS. BELVEDERE K035-17B, FINISH T.B.D. BELVEDERE K035-13BL, FINISH T.B.D. WALL SCONCE RE: INTERIOR FINISH SPECIFICATIONS/ RCPS PRE -FABRICATED CABINETRY & EQUIPMENT BY OWNER; G.C. TO COORDINATE PLUMBING; TO BE BELVEDERE "COLOR WAVE" COLOR CENTER W/ SINK; CWB62-HPL., FINISHES T.B.D_ G.C. TO COORDINATE PLUMBING FIXTURE LOCATION W/ EQUIP. AS NEC.; RE: PLUMBING. LOCKABLE FULL HEIGHT CABINET, FINSH TO MATCH PRE FABRICATED UNIT: BELVEDERE "COLORWAVE". SUBMIT SAMPLE TO LBA FOR APPROVAL. BELVEDERE K033, FINISH T.B.D "ADJUST -A -SINK" BY ACCESSIBLE SYSTEMS SERIES K100 HYDRAULIC ELEVATINK SINK, FINISHES T.B.D. G.C. TO COORDINATE INSTALL OF SINK W/ BELVEDERE K041-25 VANITY, FINISH T.B.D. BELVEDERE K034-17, FINISH T.B.D. G.C. TO COORDINATE POWER TO THIS EQUIP. RUBBER BASE KEY PLAN (N.T.S.): California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 1 0 F A 5 10 REVISIONS: ARCHITECT OF RECORD- JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner 7, ZEPHYRHILLS FINISH PH6 --- RENNOVATION PH3 PH7 -- — PH6 PH 1 - -- PH2 PROJECT NORTH PH5 TRUE NORTH PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE. ENLARGED PLANS & INTERIOR ELEVATIONS ID=104 © 2015 Studio+ C:\RVT2016\2016.4410 ADVENTIST ZH&R_R16Jwarren.rvt 19/1 Fion1 n n-nn-97 Pnn_ — :!1jIl.L'_7m'_I.1CS11�!!1 ID-100 11 E in CORRIDOR 1100 CORRIDOR 1150 6 Sim ID-100 5 ID_100 NURSES STATION 1110 vSim III_ ,SHOWER 1115 OFFICE Dl INTERIOR ELEVATION NOTES 1. ALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF FINISH LION 2. TOLERANCES FOR BUILT-IN ITEMS, INCLUDING CASEWORK, MILLWORK, APPLIANCES, AND ALL APPLICABLE OTHERS MUST BE FIELD COORDINATED TO ENSURE ADEQUATE FIT AND PROPER CLEARANCES 3. FLOOR FINISH, WALL FINISH AND WALL BASE ARE TO BE INSTALLED BENEATH AND BEHIND ALL BASE CABINETS AND/OR EQUIPMENT INDICATED TO BE REMOVABLE 4. PROVIDE FINISHED END PANELS MATCHING THE CABINET FACE AT ALL EXPOSED CABINET SIDES 5. ALL EXPOSED EDGES AT COUNTER TOPS ARE TO HAVE EASED EDGE, TYP LION 6. PROVIDE FIRE RETARDANT WOOD BLOCKING OR METAL STRAP WITHIN THE WALL CAVITY, AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED ITEMS 7. REFER TO A-603 TO THE TYPICAL MOUNTING HEIGHTS SCHEDULE FOR MOUNTING HEIGHTS OF ACCESSORIES AND DEVICES 8. REFER TO ROOM FINISH SCHEDULE AND INTERIOR DESIGN DRAWINGS FOR ALL FINISHES THROUGHOUT THE BUILDING 9. REFER TO SHEET A-551 FOR MOLDING PROFILES 10. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND MOUNTING REQUIREMENTS 11. COUNTERTOPS THAT ARE INDICATED TO BE AT 34 INCHES AFF MAXIMUM MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE SINK RIM OR LESS THAN 34 INCHES TO THE TOP OF THE COUNTERTOP MAY REQUIRE CUSTOM CABINETRY TO COMPLY WITH ACCESSIBILITY GUIDELINES, UNLESS CONTRACTOR CAN DEMONSTRATE AN ALTERNATE METHOD OF COMPLIANCE. 12. ALL INSTALLED OPERABLE CABINET DOORS AND DRAWERS ARE TO RECEIVE A PULL PER SPEC. 13. VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE LAVATORY SINK WHEN THE SINK IS CENTERED IN THE COUNTERTOP, OTHERWISE THE VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE VANITY COUNTERTOP. 14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL REVIEW AND APPROVAL PRIOR TO FABRIATION. ALL MILLWORK DRAWINGS SHALL BE USED AS DESIGN DRAWINGS. 15. ALL LIGHT FIXTURES ABOVE VANITY TO BE MOUNTED AT T-0" A.F.F. VERIFY IN FIELD KEY PLAN (N.T.S.): PH3 PH2 - PROJECT NORTH PH4 PH5 TRUE NORTH q____ tu io California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: ENLARGED PLANS & INTERIOR ELEVATIONS � NURSE STATION 1110 C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 19/1,v9n1h F-nn-97 Pnn— ID=105 © 2015 Studio+ ME 1'-0. 2'. 6" 2'-6" 1'-0" PHYSICAL THERAPY 1166 - F 3/8" = 1'-0" QUARTZ COUNTERTOP;01 RONT ELEVATION _ PHYSICA 6 3/8" = 1'-0" QUARTZ COUNTERTOP; 01 PLAM CABINETS AND PEDESTALS; PL1 12'-6112" L THERAPY 1166 - BACK COUNTER ELEVATION 0 00 PHYSICA 4 3/8" = 1'-0" zo 0 fV INTERIOR ELEVATION NOTES ■ 1. ALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF FINISH UON 2. TOLERANCES FOR BUILT-IN ITEMS, INCLUDING CASEWORK, MILLWORK, APPLIANCES, AND California I Florida I Nevada ALL APPLICABLE OTHERS MUST BE FIELD COORDINATED TO ENSURE ADEQUATE FIT AND PROPER CLEARANCES 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 3. FLOOR FINISH, WALL FINISH AND WALL BASE ARE TO BE INSTALLED BENEATH AND BEHIND ALL BASE CABINETS AND/OR EQUIPMENT INDICATED TO BE REMOVABLE 4. PROVIDE FINISHED END PANELS MATCHING THE CABINET FACE AT ALL EXPOSED CABINET Peninsula Engineering, INC. SIDES MEP&FP 5. ALL EXPOSED EDGES AT COUNTER TOPS ARE TO HAVE EASED EDGE, TYP LION 2016 Alden Road 6. PROVIDE FIRE RETARDANT WOOD BLOCKING OR METAL STRAP WITHIN THE WALL CAVITY, Orlando, FL 32803 AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED ITEMS P: 407.246.1688 F: 407.246.1664 7. REFER TO A-603 TO THE TYPICAL MOUNTING HEIGHTS SCHEDULE FOR MOUNTING HEIGHTS OF ACCESSORIES AND DEVICES LBA Interiors 8. REFER TO ROOM FINISH SCHEDULE AND INTERIOR DESIGN DRAWINGS FOR ALL FINISHES INTERIOR DESIGNER THROUGHOUT THE BUILDING 5650 DTC Parkway, Suite 100 9. REFER TO SHEET A-551 FOR MOLDING PROFILES Englewood, CO 80111 P:303.773.0436 10. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND MOUNTING REQUIREMENTS F:303.773.0053 11. COUNTERTOPS THAT ARE INDICATED TO BE AT 34 INCHES AFF MAXIMUM MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE SINK RIM OR LESS THAN 34 INCHES TO THE TOP OF THE COUNTERTOP MAY REQUIRE CUSTOM CABINETRY TO COMPLY WITH ACCESSIBILITY GUIDELINES, UNLESS CONTRACTOR CAN DEMONSTRATE AN ALTERNATE METHOD OF COMPLIANCE. f 12. ALL INSTALLED OPERABLE CABINET DOORS AND DRAWERS ARE TO RECEIVE A PULL PER 0 0 SPEC. 13. VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE LAVATORY SINK WHEN THE SINK IS CENTERED IN THE COUNTERTOP, OTHERWISE THE VANITY LIGHT FIXTURES ARE TO BE �✓ �i CENTERED OVER THE VANITY COUNTERTOP. • '— * O ; • CROWN BY CABINET MANUF. 14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL REVIEW AND AR00 59.0 ,�1, APPROVAL PRIOR TO FABRIATION. ALL MILLWORK DRAWINGS SHALL BE USED AS DESIGN L , WOOD WALL DRAWINGS. F CABINETS; RE: INTERIOR FINISH 15. ALL LIGHT FIXTURES ABOVE VANITY TO BE MOUNTED AT T-0" A.F.F. VERIFY IN FIELD `y SPECIFICATIONS FINISHED END PANEL LIGHT VALANCE TO FULLY CONCEAL UNDER - CABINET LIGHTING. FINISH TO MATCH CABINETRY UNDER -CABINET LIGHTING TO BE MOUNTED AT FACE OF VALANCE QUARTZ COUNTERTOP; RE: INTERIOR FINISH SPECIFICATIONS: Q1 RUBBER BASE PLAM CABINETS AND PEDESTALS; PL1 L THERAPY 1166 - BACK COUNTER F 2'-0" 2'- 6" 2'-6" y 1'-3" `F ADL KITCHEN - EAST ELEVATION 3 3/8" = 1'-0" c✓ 00 V-3" 2' 0 2'-6" 1 1'-3" f F NEW SINK & FAUCET; RE: INTERIOR FINISH SPECIFICATIONS 18"H BACKSPLASH W/ SCHLUTER RONDEC AT TOP EDGE NEW DISHWASHER; RE: INTERIOR FINISH SPECIFICATIONS QUARTZ COUNTERTOP; RE: INTERIOR FINISH SPECIFICATIONS; Q1 TILE BACKSPLASH: T11 FILLER STRIP BY CABINET MANUF. WOOD BASE CABINETS; RE: INTERIOR FINISH SPECIFICATIONS TOE KICK TO MATCH FACE OF CABINETS FILLER STRIP BY CABINET MANUF. CROWN BY CABINET MANUF. NEW MICROWAVE; RE: INTERIOR FINISH SPECIFICATIONS WOOD WALL CABINETS; RE: INTERIOR FINISH SPECIFICATIONS NEW REF.; RE: INTERIOR FINISH SPECIFICATIONS FINISHED END PANEL LIGHT VALANCE TO FULLY CONCEAL UNDER -CABINET LIGHTING. FINISH TO MATCH CABINETRY UNDER -CABINET LIGHTING TO BE MOUNTED AT FACE OF VALANCE FULL -HEIGHT BACK SPLASH; TILE T11 QUARTZ COUNTERTOP; RE: INTERIOR FINISH SPECIFICATIONS; Q1 NEW RANGE; RE: INTERIOR FINISH SPECIFICATIONS FINISHED END PANEL WOOD BASE CABINETS; RE: INTERIOR FINISH SPECIFICATIONS TOE KICK TO MATCH FACE OF CABINETS WALL BASE FILLER STRIP BY CABINET MANUF. KEY PLAN (N.T.S.): PH3 -- PHYSICAL THERAPY 1166 1 ADL KITCHEN - NORTH ELEVATION PROJECT NORTH - 2 1/4" = 1'-0" 3/8" = 1'-O" WEM11 TRUE NORTH LA REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER- 2016.4410 SHEET TITLE - ENLARGED PLANS & INTERIOR ELEVATIONS I D=1 06 © 2015 Studio+ C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 19/1�/9n1F F-nF•9p Pnn— Nl T-47/8" -- AL _ ID-107 NURSE STATION 1134 1 /4" = 1'-0" 2'-6" 2'-6" V-3" CROWN BY CABINET MANUF WOOD CABINETRY, TYP.; RE: INTERIOR FINISH SPECIFICATIONS FOR WOOD SPECIES, WOOD FINISH, AND MANUF. ALL CABINETRY TO BE PROVIDED WITH CYLINDRICAL LOCKS, TYP. LIGHT VALANCE TO FULLY CONCEAL UNDER -CABINET LIGHTING. FINISH TO MATCH CABINETRY OPEN 4 - UNDER -CABINET LIGHTING TO BE c TO MOUNTED AT FACE OF VALANCE co 7LCORRIDOR ,----- — — — --, 0 in FINISHED END PANEL FULL SIZE PRINTER/FAX/COPIER BY OWNER (COORDINATE POWER WITH ARCHITECT AND DESIGNER) SHREDDER BOX BY OWNER (COORDINATE POWER WITH ARCHITECT AND DESIGNER) RUBBER BASE NURSE STATION 1134 BACK COUNTER 4 2/8" = 1'-0" 0 0o LJ OPEN TO OPEN NURSE TO STATION CORRIDOR BEYOND BEYOND � •-� 1112" � -.. TYP. 3' - 2 3/8" 4' 21/2" ....._... �f._.. T - 4 7/8" ................. NEW GYP. SOFFIT PENDANT LIGHT, RE: INTERIOR FINISH SPECIFICATIONS/RCP'S _ QUARTZ COUNTERTOP & TRANSACTION; RE: INTERIOR FINISH SPECIFICATIONS; Q2 RUBBER BASE (2 NURSE STATION 1134 - FRONT ELEVATION - 3/8" = 1'-0" LJ OPEN TO CORRIDOR 4' BEYOND- , TYP. sr 4'-21/2" 3'-23;8" NURSE STATION 1134 - BACK COUNTER SOUTH 3/8" = 1'-0" NEW GYP. SOFFIT PENDANT LIGHT, RE: INTERIOR FINISH SPEC IF ICATI ON/RCP'S QUARTZ COUNTERTOP & TRANSACTION; RE: INTERIOR FINISH SPECIFICATIONS; Q2 WALL LEDGER G.C. TO PROVIDE COUNTERTOP SUPPORTS AS REQUIRED G.C. TO PROVIDE PLASTIC LAMINATE BOX/BOX/FILE PED WITH LOCK; PL1 RUBBER BASE INTERIOR ELEVATION NOTES 1. ALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF FINISH UON 2. TOLERANCES FOR BUILT-IN ITEMS, INCLUDING CASEWORK, MILLWORK, APPLIANCES, AND ALL APPLICABLE OTHERS MUST BE FIELD COORDINATED TO ENSURE ADEQUATE FIT AND PROPER CLEARANCES 3. FLOOR FINISH, WALL FINISH AND WALL BASE ARE TO BE INSTALLED BENEATH AND BEHIND ALL BASE CABINETS AND/OR EQUIPMENT INDICATED TO BE REMOVABLE 4. PROVIDE FINISHED END PANELS MATCHING THE CABINET FACE AT ALL EXPOSED CABINET SIDES 5. ALL EXPOSED EDGES AT COUNTER TOPS ARE TO HAVE EASED EDGE, TYP UON 6. PROVIDE FIRE RETARDANT WOOD BLOCKING OR METAL STRAP WITHIN THE WALL CAVITY, AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED ITEMS 7. REFER TO A-603 TO THE TYPICAL MOUNTING HEIGHTS SCHEDULE FOR MOUNTING HEIGHTS OF ACCESSORIES AND DEVICES 8. REFER TO ROOM FINISH SCHEDULE AND INTERIOR DESIGN DRAWINGS FOR ALL FINISHES THROUGHOUT THE BUILDING 9. REFER TO SHEET A-551 FOR MOLDING PROFILES 10. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND MOUNTING REQUIREMENTS 11. COUNTERTOPS THAT ARE INDICATED TO BE AT 34 INCHES AFF MAXIMUM MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE SINK RIM OR LESS THAN 34 INCHES TO THE TOP OF THE COUNTERTOP MAY REQUIRE CUSTOM CABINETRY TO COMPLY WITH ACCESSIBILITY GUIDELINES, UNLESS CONTRACTOR CAN DEMONSTRATE AN ALTERNATE METHOD OF COMPLIANCE. 12. ALL INSTALLED OPERABLE CABINET DOORS AND DRAWERS ARE TO RECEIVE A PULL PER SPEC. 13. VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE LAVATORY SINK WHEN THE SINK IS CENTERED IN THE COUNTERTOP, OTHERWISE THE VANITY LIGHT FIXTURES ARE TO BE CENTERED OVER THE VANITY COUNTERTOP. 14, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL REVIEW AND APPROVAL PRIOR TO FABRIATION. ALL MILLWORK DRAWINGS SHALL BE USED AS DESIGN DRAWINGS. 15. ALL LIGHT FIXTURES ABOVE VANITY TO BE MOUNTED AT T-0" A.F.F. VERIFY IN FIELD KEY PLAN (N.T.S.): PROJECT NORTH PH4 TRUE NORTH tu io California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD- JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE - ENLARGED PLANS & INTERIOR ELEVATIONS I D=1 07 © 2015 Studio+ C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 19/1 �/qni F, s.nR.gp PA4 r\C T IVV 1 CJ ■ KITCHEN 1CH GENERAL FLOOR FINISH NOTES: t U 0 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND California I Florida Nevada CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT. PLEASE VERIFY ANY QUESTIONS AND/OR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 2. CARPET INSTALLATION SHALL COMPLY WITH THE WORKMANSHIP GUIDELINES AS PUBLISHED BY THE AMERICAN CARPET INSTITUTES LATEST EDITION AND SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, PROVIDING AN ATTRACTIVE WRINKLE FREE APPEARANCE. CARPET SEAMS SHALL BE BUTT MATCHED RUNNING IN THE SAME DIRECTION. PROVIDE SEAMING Peninsula Engineering, INC. DIAGRAM FOR APPROVAL BY LBA INTERIORS. -� MEP&FP 3. FLASH -PATCH / FLOOR STONE ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO 2016 Alden Road FLOORING INSTALLATION. Orlando, FL 32803 4. GENERAL CONTRACTOR TO SCRAPE EXISTING SLAB FREE OF SCREWS, ADHESIVE AND OTHER P: 407.246.1688 MISCELLANEOUS MATERIALS FOR A SMOOTH EVEN FINISH. F: 407.246.1664 5. ALL CARPET TO CARPET AND CARPET TO TILE TRANSITIONS ARE TO BE LEVEL W/SEAMS TIGHTLY LBA Interiors BUTTED. FLOAT FLOOR OR PROVIDE UNDERLAYMENT AS NECESSARY; RE: ARCHITECTURAL FINISH SPECS. INTERIOR DESIGNER 6 CENTER FLOORING TRANSITIONS UNDER DOOR UNLESS OTHERWISE POSTED. 5650 DTC Parkway, Suite 100 T DESIGNER TO APPROVE TRANSITIONS UNDER DOOR UNLESS OTHERWISE CALLED OUT ON FLOOR Englewood, CO 80111 FINISH PLAN. P:303.773.0436 I 8. RUBBER BASE AT ALL FLOORING AREAS INCLUDING S.C./VCT/EPDXY TYPICAL; TILE BASE AT ALL TILE F:303.773.0053 -. FLOORING AREAS TYPICAL; WOOD BASE AT ALL FLOORING AREAS INCLUDING CARPEPSIMULATED --"-""--""--""-"----"""""-` WOOD TYPICAL; UNLESS OTHERWISE INDICATED. 9. ALL GROUT TO BE SEALED. 10. FLOORING SUPPLIER TO VERIFY THAT ALL CARPETS SPECIFIED WITH MOISTURE BARRIER BACKING CORRIDOR _-_ ARE WITHIN MINIMAL HEIGHT TOLERANCES WHEN BUTTED TO EACH OTHER, VERIFY W/ DESIGNER, SWV� 11. SUBMITTALS: PRODUCT SUBMITTALS & SEAMING DIAGRAM FROM CONTRACTOR FOR ALL FINISH 1057 MATERIALS. SUBMIT TO DESIGNER FOR APPROVAL PRIOR TO ORDERING - TYPICAL. QF Ft OQ CPT • � �"" * W . M (swvt r'ERED CP_Ti) RB_l ) 01-FIRST FLOOR FINISH PLAN - PHASES 1 & 2 1 -- 1 /8" = V-0" GENERAL NOTES FLOOR FINISH LEGEND: X FLOOR FINISH DESIGNATION REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION CPT j CPT WOM WALK -OFF MAT RB RUBBER BASE SWV SIMULATED WOOD VINYL O TILE VCT VINYL COMPOSITION TILE (:SC)SEALED CONCRETE RBT RUBBER TREAD EPDXY SV SHEET VINYL ® WOOD RT RUBBER TILE, RE: ARCH. SPECS PVT LUXURY VINYL TILE FLOOR FINISH WORKING NOTES: 0 REFER TO SHEET IN - XXX FOR RESIDENT ROOM FLOOR FINISHES. KEY PLAN (N.T.S.): PROJECT NORTH TRUE NORTH REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR FINISH PLAN - PHASES 1 & 2 ID=201 © 2015 Studio+ C:\RVT2016\2016.4410_ADVENTIST_ZH&R_R16Jwarren.rvt 1 g/1 ion1 F R.nF•gn PEA SEMI PRIVATE PATIENT ROOM 1047 CORRIDOR 1606 DINING ROOM 1031 DIY STORAGE 4 7n -� KEY NOTES GENERAL FLOOR FINISH NOTES: 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT. PLEASE VERIFY ANY QUESTIONS AND/OR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. 2. CARPET INSTALLATION SHALL COMPLY WITH THE WORKMANSHIP GUIDELINES AS PUBLISHED BY THE AMERICAN CARPET INSTITUTES LATEST EDITION AND SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, PROVIDING AN ATTRACTIVE WRINKLE FREE APPEARANCE. CARPET SEAMS SHALL BE BUTT MATCHED RUNNING IN THE SAME DIRECTION. PROVIDE SEAMING DIAGRAM FOR APPROVAL BY LBA INTERIORS. 1 FLASH -PATCH / FLOOR STONE ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO FLOORING INSTALLATION. 4. GENERAL CONTRACTOR TO SCRAPE EXISTING SLAB FREE OF SCREWS, ADHESIVE AND OTHER MISCELLANEOUS MATERIALS FOR A SMOOTH EVEN FINISH. 5. ALL CARPET TO CARPET AND CARPET TO TILE TRANSITIONS ARE TO BE LEVEL W/SEAMS TIGHTLY BUTTED. FLOAT FLOOR OR PROVIDE UNDERLAYMENT AS NECESSARY: RE: ARCHITECTURAL FINISH SPECS. 6. CENTER FLOORING TRANSITIONS UNDER DOOR UNLESS OTHERWISE POSTED. 7. DESIGNER TO APPROVE TRANSITIONS UNDER DOOR UNLESS OTHERWISE CALLED OUT ON FLOOR FINISH PLAN. 8. RUBBER BASE AT ALL FLOORING AREAS INCLUDING S.C./VCT/EPDXY TYPICAL: TILE BASE AT ALL TILE FLOORING AREAS TYPICAL; WOOD BASE AT ALL FLOORING AREAS INCLUDING CARPET/SIMULATED WOOD TYPICAL: UNLESS OTHERWISE INDICATED. 9. ALL GROUT TO BE SEALED. 10. FLOORING SUPPLIER TO VERIFY THAT ALL CARPETS SPECIFIED WITH MOISTURE BARRIER BACKING ARE WITHIN MINIMAL HEIGHT TOLERANCES WHEN BUTTED TO EACH OTHER, VERIFY W/ DESIGNER. 11. SUBMITTALS: PRODUCT SUBMITTALS & SEAMING DIAGRAM FROM CONTRACTOR FOR ALL FINISH MATERIALS. SUBMIT TO DESIGNER FOR APPROVAL PRIOR TO ORDERING - TYPICAL. GENERAL NOTES FLOOR FINISH LEGEND: X FLOOR FINISH DESIGNATION REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION CPT CPT WOM WALK -OFF MAT RB RUBBER BASE SWV SIMULATED WOOD VINYL O TILE VCT VINYL COMPOSITION TILE C� SEALED CONCRETE RBT RUBBER TREAD EPDXY C$D SHEET VINYL WOOD RT RUBBER TILE-, RE: ARCH. SPECS (:LA)LUXURY VINYL TILE FLOOR FINISH WORKING NOTES: 0 REFER TO SHEET IN - XXX FOR RESIDENT ROOM FLOOR FINISHES. KEY PLAN (N.T.S.)- PH6 PH7 PH4 PH5 tudlo California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239-357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR FINISH PLAN - PHASE 3 rA I Ir-N I KUUIVI 01-FIRST FLOOR FINI§H PLAN - P C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16 Iwarren.rA 1 q/1 1ign1 F F-nF.nn PNA 11 3 HASE 3 -- PROJECT NORTH TRUE NORTH ID=202 © 2015 Studio+ TLT. RM. ;1 1138T �4 TLT. RM. 1133T 1094 ....__.__. STOR. \ 1271 CORRIDOR D i n] CPT 1143 P CLEAN UTI 1142 \ OW V `C R13; NURSES STATI 1134 L 01-FIRST FLOOR FINISH PLAN - PHAS E4 MECH. PRIVATE PATIENT r'MIIG1'11 F%V%JIVI 1111 CORRIDOR CPT�5 1264 all -- L44TM-7 r7 \TIA 0 !� PATIENT ROOM 1162 KEY NOTES GENERAL FLOOR FINISH NOTES: 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT. PLEASE VERIFY ANY QUESTIONS ANDIOR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. 2. CARPET INSTALLATION SHALL COMPLY WITH THE WORKMANSHIP GUIDELINES AS PUBLISHED BY THE AMERICAN CARPET INSTITUTES LATEST EDITION AND SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, PROVIDING AN ATTRACTIVE WRINKLE FREE APPEARANCE. CARPET SEAMS SHALL BE BUTT MATCHED RUNNING IN THE SAME DIRECTION. PROVIDE SEAMING DIAGRAM FOR APPROVAL BY LBA INTERIORS. 3. FLASH -PATCH / FLOOR STONE ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO FLOORING INSTALLATION. 4. GENERAL CONTRACTOR TO SCRAPE EXISTING SLAB FREE OF SCREWS, ADHESIVE AND OTHER MISCELLANEOUS MATERIALS FOR A SMOOTH EVEN FINISH. 5. ALL CARPET TO CARPET AND CARPET TO TILE TRANSITIONS ARE TO BE LEVEL W/SEAMS TIGHTLY BUTTED. FLOAT FLOOR OR PROVIDE UNDERLAYMENT AS NECESSARY; RE: ARCHITECTURAL FINISH SPECS. 6. CENTER FLOORING TRANSITIONS UNDER DOOR UNLESS OTHERWISE POSTED. 7. DESIGNER TO APPROVE TRANSITIONS UNDER DOOR UNLESS OTHERWISE CALLED OUT ON FLOOR FINISH PLAN. 8. RUBBER BASE AT ALL FLOORING AREAS INCLUDING S.C./VCT/EPDXY TYPICAL; TILE BASE AT ALL TILE FLOORING AREAS TYPICAL; WOOD BASE AT ALL FLOORING AREAS INCLUDING CARPET/SIMULATED WOOD TYPICAL; UNLESS OTHERWISE INDICATED. 9. ALL GROUT TO BE SEALED. 10. FLOORING SUPPLIER TO VERIFY THAT ALL CARPETS SPECIFIED WITH MOISTURE BARRIER BACKING ARE WITHIN MINIMAL HEIGHT TOLERANCES WHEN BUTTED TO EACH OTHER, VERIFY W/ DESIGNER. 11. SUBMITTALS: PRODUCT SUBMITTALS & SEAMING DIAGRAM FROM CONTRACTOR FOR ALL FINISH MATERIALS. SUBMIT TO DESIGNER FOR APPROVAL PRIOR TO ORDERING - TYPICAL. GENERAL NOTES FLOOR FINISH LEGEND: X FLOOR FINISH DESIGNATION REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION CPT CPT WOM WALK -OFF MAT RUBBER BASE �SWV� SIMULATED WOOD VINYL T� TILE VCT VINYL COMPOSITION TILE SEALED CONCRETE CRBT RUBBER TREAD EPDXY SV SHEET VINYL CWup WOOD RT RUBBER TILE; RE: ARCH. SPECS � LUXURY VINYL TILE FLOOR FINISH WORKING NOTES: OREFER TO SHEET IN - XXX FOR RESIDENT ROOM FLOOR FINISHES. KEY PLAN (N.T.S.): H I �I PH4 - Stu io, California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE - FIRST FLOOR FINISH PLAN - PHASE 4 C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 19/1vionin R-nF-�i PKA PROJECT NORTH TRUE NORTH q____ ID=203 © 2015 Studio+ KITCHEN 1167 PRIVATE PATIENT ROOM 1127 CORRIDOR 1057 SEMI PRIVATE PATIENT ROOM 1108 ;h TLT. RM 1107T SEMI PRIVATE PATIENT ROOM 1107 SEMI PRIVATE PATIENT ROOM 1098 rj�01-FIRST FLOOR FINISH PLAN -PHASE 5 PRIVATE PATIENT ROOM ... .............. .... .......... .... ............. ...�.-._............. _.__...,.,....,....,.-........... ........ .-........ .... _. I � 1 ; Ij PRIVATE PATIENT OFFICE ROOM CLEAN UTILI 1123T j j 1126 OSM) RB21 T4 SEMI PRIVATE PATIENT ROOM 1153 KEY NOTES GENERAL FLOOR FINISH NOTES: 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT. PLEASE VERIFY ANY QUESTIONS AND/OR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. 2. CARPET INSTALLATION SHALL COMPLY WITH THE WORKMANSHIP GUIDELINES AS PUBLISHED BY THE AMERICAN CARPET INSTITUTES LATEST EDITION AND SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, PROVIDING AN ATTRACTIVE WRINKLE FREE APPEARANCE. CARPET SEAMS SHALL BE BUTT MATCHED RUNNING IN THE SAME DIRECTION. PROVIDE SEAMING DIAGRAM FOR APPROVAL BY LBA INTERIORS. 3. FLASH -PATCH / FLOOR STONE ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO FLOORING INSTALLATION. 4. GENERAL CONTRACTOR TO SCRAPE EXISTING SLAB FREE OF SCREWS, ADHESIVE AND OTHER MISCELLANEOUS MATERIALS FOR A SMOOTH EVEN FINISH. 5. ALL CARPET TO CARPET AND CARPET TO TILE TRANSITIONS ARE TO BE LEVEL W/SEAMS TIGHTLY BUTTED. FLOAT FLOOR OR PROVIDE UNDERLAYMENT AS NECESSARY; RE: ARCHITECTURAL FINISH SPECS. 6. CENTER FLOORING TRANSITIONS UNDER DOOR UNLESS OTHERWISE POSTED. 7. DESIGNER TO APPROVE TRANSITIONS UNDER DOOR UNLESS OTHERWISE CALLED OUT ON FLOOR FINISH PLAN. 8. RUBBER BASE AT ALL FLOORING AREAS INCLUDING S.C.NCT/EPDXY TYPICAL; TILE BASE AT ALL TILE FLOORING AREAS TYPICAL, WOOD BASE AT ALL FLOORING AREAS INCLUDING CARPEPSIMULATED WOOD TYPICAL; UNLESS OTHERWISE INDICATED. 9. ALL GROUT TO BE SEALED. 10. FLOORING SUPPLIER TO VERIFY THAT ALL CARPETS SPECIFIED WITH MOISTURE BARRIER BACKING ARE WITHIN MINIMAL HEIGHT TOLERANCES WHEN BUTTED TO EACH OTHER, VERIFY W/ DESIGNER. 11. SUBMITTALS: PRODUCT SUBMITTALS & SEAMING DIAGRAM FROM CONTRACTOR FOR ALL FINISH MATERIALS. SUBMIT TO DESIGNER FOR APPROVAL PRIOR TO ORDERING - TYPICAL. GENERAL NOTES FLOOR FINISH LEGEND: FLOOR FINISH DESIGNATION REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION CPT CPT (WOM) WALK -OFF MAT CRB RUBBER BASE SWV SIMULATED WOOD VINYL CTC TILE VCT VINYL COMPOSITION TILE SC SEALED CONCRETE RBT ) RUBBER TREAD CDE EPDXY SV SHEET VINYL ® WOOD RT RUBBER TILE; RE: ARCH. SPECS LUXURY VINYL TILE FLOOR FINISH WORKING NOTES: 0 REFER TO SHEET IN - XXX FOR RESIDENT ROOM FLOOR FINISHES. KEY PLAN (N.T.S.): PH2 PROJECT NORTH 717 Stu io California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD- JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PH6 PROJECT ADDRESS: PH4 Enter address here PH5 TRUE NORTH q____ PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR FINISH PLAN - PHASE 5 C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 19ii�i9niR F nF �� Pnn— =204 © 2015 Studio+ ......................... GENERATOR MECH. ELEC. I 1183 1184 SOILED LINEN LAUNDRY SORTING 1181 F-1148 (0�-y-DT CR1B� (RB2) ..... . ........... . ... L FOLDING ROOM 1177 (�_Wv S %12 STAFF LOUNGE 1 1174 _I HSKP 1188 TLT RM 1175T 1Tr_T6__f DRY STORAG KITCHEN 1167 CI I I .................... I 2'- 6- KEY NOTES GENERAL FLOOR FINISH NOTES: studio, 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND California I Florida I Nevada CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT- PLEASE VERIFY ANY 2211 E. 7TH Avenue, Tampa, Florida 33605 - - - - ----- - _ --_--- QUESTIONS AND/OR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. ............. P: 239.357.4983 AA26002373 TLT. RM2. CARPET INSTALLATION SHALL COMPLY WITH THE WORKMANSHIP GUIDELINES AS PUBLISHED BY THE . I'r-)TLT. R - f AMERICAN CARPET INSTITUTES LATEST EDITION AND SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, PROVIDING AN ATTRACTIVE WRINKLE FREE APPEARANCE. 1146T , I i .. . ........ . ...... 1�- 2 i PRIVATE PATIENT CARPET SEAMS SHALL BE BUTT MATCHED RUNNING IN THE SAME DIRECTION. PROVIDE SEAMING Peninsula Engineering, INC. PRIVATE PATIENT DIAGRAM FOR APPROVAL BY LBA INTERIORS. ROOM ROOM MEP&FP 3. FLASH PATCH FLOOR STONE ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO 2016 Alden Road F❑1U6 FLOORING INSTALLATION- Orlando, FL 32803 4. GENERAL CONTRACTOR TO SCRAPE EXISTING SLAB FREE OF SCREWS, ADHESIVE AND OTHER P: 407.246.1688 MISCELLANEOUS MATERIALS FOR A SMOOTH EVEN FINISH. . ............... F: 407.246.1664 .. ............. PRIVATE PATIENT MED PREP CLEAN UTILIn MECH. 5. ALL CARPET TO CARPET AND CARPET TO TILE TRANSITIONS ARE TO BE LEVEL W/SEAMS TIGHTLY BUTTED. FLOAT FLOOR OR PROVIDE UNDERLAYMENT AS NECESSARY- RE: ARCHITECTURAL FINISH 1143 LBA Interiors ROOM SPECS - INTERIOR DESIGNER 1144 �2 5650 DTC Parkway, Suite 100 6. CENTER FLOORING TRANSITIONS UNDER DOOR UNLESS OTHERWISE POSTED - TILT IkM. (60 Englewood, CO 80111 I 144T 7. DESIGNER TO APPROVE TRANSITIONS UNDER DOOR UNLESS OTHERWISE CALLED OUT ON FLOOR P:303.773.0436 (S-w-FINISH PLAN. vt'l- Mom 1-1 ------ CORRIDOR OFFICE F:303.773.0053 1268 8. RUBBER BASE AT ALL FLOORING AREAS INCLUDING S.C./VCT/EPDXY TYPICAL, TILE BASE AT ALL TILE L TLT. RM.,,. 1120 1148 FLOORING AREAS TYPICAL; WOOD BASE AT ALL FLOORING AREAS INCLUDING CARPET/SIMULATED .............. WOOD TYPICAL- UNLESS OTHERWISE INDICATED. PRIVATE PATIENT 11 38T F1 (CPT�) 9. ALL GROUT TO BE SEALED. (REBD2 Room NURSES STATH N L ------ y OFFICE 10. FLOORING SUPPLIER TO VERIFY THAT ALL CARPETS SPECIFIED WITH MOISTURE BARRIER BACKING 1199 i ARE WITHIN MINIMAL HEIGHT TOLERANCES WHEN BUTTED TO EACH OTHER, VERIFY W1 DESIGNER. 1134 CPT ................... 11. SUBMITTALS: PRODUCT SUBMITTALS & SEAMING DIAGRAM FROM CONTRACTOR FOR ALL FINISH MATERIALS- SUBMIT TO DESIGNER FOR APPROVAL PRIOR TO ORDERING - TYPICAL. RB2• Al� 0 . ... - — ------- CORRIDOR QCPT5) f CC t5) CC QR B _-�_241 _6LP# CbPf5� - -------- . . . .......... .. . ....... . ... .......... ........ 91 )OM P T* I ED SEMI PRIVATE 13� PRIVATE PATIENTAEG TLT. PATIENT RM ROOM ............. . L 1133 1 1136 Room L1228 DINING ROOM IF 1070_$\Ivv_j CR13�1 CORRIDOR �__WNV 1057 .. ... ...... .... . ..... _0 CPT3 STO'k RB2 LT TLTI CC P_ _T2) !T "'T RECEPTION [_1069 (RB1 JD67 BEAUTY __=�! ARB2 1059 SHOP .5" CPT --- S (CPT3) RB2 1071 1066 T771 . .......... ... .............. ........................... IL .... ...... .......... .......... . . . ... CONFERENCE PVT. OFFICE OFFICE DINING ROOM 1061 1062 10155 (CPT�) CPT L 01 -FIRST FLOOR FINISH PLAN - PHASES 6 & 7 L ...... . . . .. . ................ . ................... . ................. . .. . ... . .................... ------- . ........ GENERAL REVISIONS: PRIVATE PATIENT PRIVATE PATIENT ROOM ROOM F1 131 TLT. RM TLT. RMl 1132 Room 1131T.".11 132TL ........................ FLOOR FINISH LEGEND: .......... 'LaL ......... . ... .......... . ... .... . . ...................... . ..... . . .... .................................... ...... .. FLOOR FINISH DESIGNATION i ,:T1T. RM (X) TLT. IW.' ............ . . PRIVATE PATIENT PRIVATE PATIENT REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION 1� 12-9-f tj: 11 30T ROOM ROOM CcP❑ CPT F1 12-9 1130 WALK -OFF MAT WO c0) RUBBER BASE SIMULATED WOOD VINYL ............................... . . . . . ........... ------ - --- - - --- - TILE VCT VINYL COMPOSITION TILE PRIVATE PATIENT PRIVATE PATIENT ROOM SC SEALED CONCRETE CC P f�) ROOM (RB:T) RUBBER TREAD AT. CED EPDXY L 11-27-_- R TLT. RM".1 �il: ............. ❑ ........................ . ............ ........... SHEET VINYL 11277- .... . .... . .... WOOD cswv . ................................................................. ..... CRf) (RB11 RUBBER TILE: RE: ARCH. SPECS tswv PRIVATE PATIENT LUXURY VINYL TILE B ROOM ❑ OFFICE SEMI PRIVATE UTILITY PATIENT ROOM CPT9UTILITYL LEAN(R 2�8011LED 1151 h 1095 [--1-12-3—T-] 1126 1152 (IR132) FLOOR FINISH WORKING NOTES: (Swvf) REFER TO SHEET IN - XXX FOR RESIDENT ROOM FLOOR FINISHES. E: (IR131 (_T4 ARCHITECT OF RECORD: (Swq BISTRO LIVING ROOM OFFICE JOSE A PEREZ, NCARB AIA TLT. RM. Vf 13� ISTRO 094 1125 AR97653 151 T . ......... 7 PT t SV)* l3i) RB2 7 t) -1 (CPT ___ -___ CR:B: _j RB13) ct �9❑❑RB� .............. s—wv TOR. 1118 HSKPG 1271 2 1 LIVING ROOM STOR. 1272 ( 0 _PT 1B IRB2) RECEPTION ROOM 1116 C❑ - TLT. RM. PROJECT TITLE: Owner SEMI PRIVATE ZEPHYRHILLS FINISH PATIENT ROOM HRENNOVATION PH3 P H 7 iLT. RM. T J.) PH6 PROJECT ADDRESS. .......... PH PH4 Enter address here PROJECT NUMBER: F_ PH PH5 2016.4410 SHEET TITLE. PROJECT NORTH 1717 FIRST FLOOR FINISH PLAN - PHASES 6 & 7 TRUE NORTH 4� 1Dw205 V_77� 10 2015 Stujo+ C:\RVT2016\2016.4410-ADVENTIST-ZH&R-Rl6 iwarren.rvt 19/1.r)/9niR R-m-,ig PNA EQUIPMENT STORAGE 1029] i� SEMI PRIVATE PATIENT ROOM 1035 TLT. RM. � 1035T ' MED ROOM SOILED UTILITY 1273F 1165 P2 P2 t LEAN UTILITY P3 1021 L P2 1 P5 P2 P5 -------- --- ........_..._.._.. I P3 I SEMI PRIVATE PATIENT ROOM 1036 RM h_ � a �••1036T ... ..... P2 w y .: • I ........ . ... P2 NURSES STATION Room - - _ 1189 1254 _._......._.... p2 SHOWER } _ P2 MED ROOM 1019 I I P3 RECEPTION ROOM 1023 I I 1024 SEMI PRIVATE PATIENT ROOM �I l - — •,, P2 OFFICE I P2 101$ I� P5 T I L II T 12 RM P, _ STORAGE 2 TB 1263 T8 ....................... I SEMI PRIVATE I I SEMI PRIVATE PATIENT ROOM �: I I PATIENT ROOM 6 _�] P2 L 3 P5 I.� .-- - -- - - . r TLT. RM I TLT RM --, , O TLT Ii CORRIDOR 1030 _...._ 7 � • �� 5 � 223 � � 1222- I C — — — — — — — SEMI PRIVATE _ PATIENT ROOM P2 P2 2 P2 P3 -- t P5P3\.__......_.- - -I F_ - - ��tr �� TLT RM-i 1 -� PRIVATE PATIENT 10 I I I TLT. RM PRIVATE PATI NIT ROOM I I 1 -- - ROOM y iE I. is ....... _ ... 9� I I I 7I 12 P2 .. P21 S IED HOLDING/ LEAN HOLD/ l 15 P2 PRIVATE PATIENT _.__...�I L P5 ROOM 16 j ,PRIVATE PATIENT - - TLT. _R I I TatM ROOM _-:..._. _... 173 . ... � I 18 � 1I :_ .1U _ SEMI PRIVATE SEMI PRIVATE PATIENT ROOM P3 P5 P5 P2 P2 P3 PATIENT ROOM \ ...� 1.7......-•.. 26 TLT. RM. a I 25 (TLT. 21 P2 DINING ROOM 1031 ADMISSIONS OFFICE 1063 P2 KITCHEN 1167 CORRIDOR 1057 L_ KEY NOTES GENERAL WALL FINISH NOTES: 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT. PLEASE VERIFY ANY QUESTIONS AND/OR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. 2. ALL WALLS TO BE PAINTED P1, LOW VOC, LOW SHEEN EGGSHELL, UNLESS NOTED OTHERWISE. 3. ALL WALL OR CEILING GRILLS, GRATES, ACCESS PANELS TO RECEIVE THE WALL OR CEILING FINISH DIRECTLY ADJACENT. FOR WALLS, IF THE FINISH IS WALL VINYL, PLEASE PAINT TO MATCH WALL VINYL; INTERIOR DESINGER TO SELECT COLOR. 4. ALL ELECTRICAL SWITCH AND PLUG PLATE FINISHES TO BE DETERMINED: G.C. TO PROVIDE ALL COLOR OPTIONS TO LBA INTERIORS FOR FINAL COLOR SELECTION. 5. ALL ROOMS W/ FRP TO BE 48" FROM FINISHED FLOOR. 6. ALL GYP. CEILINGS TO RECEIVE LOW VOC, FLAT PAINT, P2. RESIDENT UNIT CEILINGS TO RECEIVE LOW VOC, EGGSHELL PAINT, P1. RESIDENT UNIT BATH WALLS AND CEILINGS TO RECEIVE LOW VOC, SEMIGLOSS PAINT, P1. PUBLIC TOILETS/SHOWERS TO RECEIVE LOW VOC, SEMI -GLOSS PAINT, P2 ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. 7. DOORS, DOOR FRAMES, TRIM, HANDRAIL, CHAIRRAIL, AND BASEBOARD TO RECEIVE PAINT, P2 PER SPECIFICATION BY LBA INTERIORS; UNLESS AT A STAINED MILLWORK LOCATION, THEN TO BE STAINED TO MATCH MILLWORK (SUBMITTAL FOR APPROVAL REQ'D.). 8. CORNER GUARDS ON OUTSIDE CORNERS IN PUBLIC AREAS, UNLESS OTHERWISE NOTED. RE: WALL PROTECTION PLANS FOR CORNER GUARD INFORMATION. 9. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL WALL FINISHES AND INFORMATION. GENERAL NOTES WALL FINISH LEGEND: X FINISH MATERIAL BELOW FINISH MATERIAL ABOVE SINGLE FULL HEIGHT WALL FINISH MATERIAL �� PAINT [ VVA71 WALL VINYL 0 TILE — — — WALL FINISH ABOVE CHAIR OR HAND RAIL/WALL FINISH BELOW. WALL FINISH AT FULL HEIGHT ON WALL. FINISHED FLOOR TO CEILING, U.N.O. REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION WALL FINISH WORKING NOTES: KEY PLAN (N.T.S.): PROJECT NORTH TRUE NORTH studio California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 p59 0 'e REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION IPROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR WALL FINISH PLAN - PHASES 1 & 2 C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 9ii r)i9n1 F F-nF� -i Pnn— ID=301 2015 Studio+ KEY NOTES MECH. GENERATOR 1182 1183 __J L :................._.....i.........._ .-._ ......... ........ _ ... _...... ............ _ .........._.... __ _.................. ... SOILED LINEN I SORTING f T. RM. ! , - STOR. L11m 1186 1052T SEMI PRIVATE P2� II P2 J II { ORRIDO ROOM LAUNDRY I— - 052 - 1181 I 120� �— _............. P3 - MECH. ___ .._ I I -- — ..._ ........_.—._ �.... ....... _ -- P2 -__ P6 P2 CLEAN SUPPLY MECH. P3 I I S�tED 1054 J 1055 I I _..... ..........__.. _....... L HOLD. FDLDING ROOM 1051 4 P2 P2 P2�L 1177� I I HSKP I SHOWER1188 �... P2 i �I a - T2/T3 — — — SEMI PRIVATE — — --- -- = . ti PATIENT ROOM - �' P2 CORRIDOR ps II Ps P2 CORRIDOR EP2 [ 1047 - - P3 1121 II Ps 1006 Ps - ........ — }—..__...._....._..-......._...._.... TLT. RM. I TLT. RM.1 _ _...._ LI _ — P2 P8 II 1045T - P3 046T I \, ( T8 SEMI PRIVATE I SEMI PRIVATE — — PATIENT ROOM PATIENT ROOM — �...........`.....--�_.._�.._. 1045 I ,`J _. i I� 1046 SEMI PRIVATE I I SEMI PRIVATE I ri'Li`RM 1 PATIENT ROOM I - PATIENT ROOM j P2 1039�, j LT. R I TLT. RM. I 1040 REF. T8 1227 1039� 1Q40T l . '_a _ DRY STORAGE -�- TLT. P3 TLT. RM. -- SEMI PRIVATE 1 3 W 038T PATIENT ROOM SEMI PRIVATE II` — PATIENT ROOM _ 1` 037 �I T ----- - - ':, KITCHEN 4 1167 I =/, SEMI PRIVATE SEMI PRIVATE � PATIENT ROOMi,_ PATIENT ROOM I! 10351 TLT. RI. l._ IT. RM. 1036 MED ROOM I C 1273 j. f_P2 -1 - _ ' EQUIPMENT __._....-..._. STORAGE, � 1029 CLEAN UTILI" - .-1021 \� P5 P 1035T P3 _ - r 31LED UTIL 10.V1.1P3 1165 P2 7 I P3 I P2 P5 I`,Z BISTRO 1032 SEMI PRIVATE 01-FIRST FLOOR \ 1i trA NISH PL 2 - PHASE �°'TIENTROOM P5 C:\RVT20T6\2016A410 ADVENTIST_ZH&R_R16Jwarren.rvt 19/1 �11 F /grnw;-M Pnn — DINING ROOM 1031 'NJ fP2 P2 CORRIDOR P5 P5 1030 P5 r ---- ----\ RE E TInki ----- —� r— \ EVS _ I L P2 1025 026 P2 == LIVING ROOM IURSES STATION I I [ 1034 I I _ _ I P2 P5 1189 _ —SHOWER 1019�p2 ;OOM RECEPTION ROOM 1023 T2/T3 t 1024 !,L — --- / P2 OFFICE I... P2 1 1 P5P5� 0 8 I L__I I — ........ Imo. TLT RM } STORAt?E I 1--- ^, P2 i I P2 I _ SEMI PRIVATE WORK ROOM P2 I F 1058 I ADMISSIONS OFFICE 1063 P2 CORRIDOR 1057 ►PEL 164 71 r------P2 — P3 GENERAL WALL FINISH NOTES: 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT. PLEASE VERIFY ANY QUESTIONS AND/OR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. 2. ALL WALLS TO BE PAINTED P1. LOW VOC, LOW SHEEN EGGSHELL, UNLESS NOTED OTHERWISE. 3. ALL WALL OR CEILING GRILLS, GRATES, ACCESS PANELS TO RECEIVE THE WALL OR CEILING FINISH DIRECTLY ADJACENT. FOR WALLS, IF THE FINISH IS WALL VINYL, PLEASE PAINT TO MATCH WALL VINYL, INTERIOR DESINGER TO SELECT COLOR. 4. ALL ELECTRICAL SWITCH AND PLUG PLATE FINISHES TO BE DETERMINED: G.C. TO PROVIDE ALL COLOR OPTIONS TO LBA INTERIORS FOR FINAL COLOR SELECTION. 5. ALL ROOMS W/ FRP TO BE 48" FROM FINISHED FLOOR. & ALL GYP. CEILINGS TO RECEIVE LOW VOC, FLAT PAINT, P2. RESIDENT UNIT CEILINGS TO RECEIVE LOW VOC, EGGSHELL PAINT, P1. RESIDENT UNIT BATH WALLS AND CEILINGS TO RECEIVE LOW VOC. SEMIGLOSS PAINT, P1. PUBLIC TOILETS/SHOVb'ERS TO RECEIVE LOW VOC, SEMI -GLOSS PAINT, P2 ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. 7. DOORS: DOOR FRAMES: TRIM, HANDRAIL, CHAIRRAIL, AND BASEBOARD TO RECEIVE PAINT, P2 PER SPECIFICATION BY LBA INTERIORS: UNLESS AT A STAINED MILLWORK LOCATION, THEN TO BE STAINED TO MATCH MILLWORK (SUBMITTAL FOR APPROVAL REQ'D.). 8. CORNER GUARDS ON OUTSIDE CORNERS IN PUBLIC AREAS, UNLESS OTHERWISE NOTED. RE: WALL PROTECTION PLANS FOR CORNER GUARD INFORMATION. 9. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL WALL FINISHES AND INFORMATION. GENERAL NOTES WALL FINISH LEGEND: X FINISH MATERIAL BELOW FINISH MATERIAL ABOVE X J SINGLE FULL HEIGHT WALL FINISH MATERIAL © PAINT WALL VINYL 0 TILE — — — WALL FINISH ABOVE CHAIR OR HAND RAIL/WALL FINISH BELOW. WALL FINISH AT FULL HEIGHT ON WALL. FINISHED FLOOR TO CEILING, U.N.O. REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION WALL FINISH WORKING NOTES: KEY PLAN (N.T.S.): PH3 PH1 PH2 PROJECT NORTH TRUE NORTH studio California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR WALL FINISH PLAN- PHASE 3 ID=302 O 2015 Studio+ TLT. RM. TLT. RM. 1146T J 1141 ...—jl �___ r--a r- PRIVATE PATIENT ROOM P5 I � 1145 i ...................................................... I:"_ _ — .... - —_ — .--------- -- — _ MED PREP - I P2 1143 M P5 P2 P2 ,CLEAN UTILIT�' TLT. RM. iCLEAN LINEEN ` 1142 1144T 1-.1140 1F_ TLT. RM. " r- 1138T P5 NURSES ST L 1134 � P3_ i LIVING ROO 1093 D P2 14 I P3 I P2 T ,FF TL7-A7 1112 ' I SEMI PRIVATE %~ 01-FIRST FLOOFINISH PLAN - PHASE 4 L! _. _?2 CORRIDOR P5 P2 �p P3 1150 P3 .........................._............_.._.........._..._..._.....(' --__.......__...__................................... _ .---___.-..._.... __._ _ . w_ _- - ; --Tr -_ _ ._� r _ ___ _.._...... - - _ 1 i...--- I — — - _ ��: �. 11. J �— — -- I TLT. RM. I I I° P2 P2 I I I T l SHOWER / TLT. Rml. N HOL[ING LT. R , TLT. RM. NURSES STAT10 I TUB ROOM 1153 I I 1155T 115 LED HOLD 160T ; I I --462T P2 1159 P2 1110 I 11 -- I P3 I l IL I ... - P2 T2lT3 T2R3 SEMI PRIVATE ' I I j PRIVATE PATIENT PRIVATE PATIENT - I I SEMI PRIVATE PATIENT ROOM ` ROOM ROOM PATIENT ROOM I I` —l.Jl 1153 P5 1155 ��168- ---- P5--- - - - - -- 1462 OFFICE 1114 J P2 ELEC. 1113 I SEMI PRIVATE PATIENT ROOM _ _ i 1154 i .. ..... TYP @ ALL SEMI `------------------------- PRIVATE RESIDENT ROOMS KEY NOTES GENERAL WALL FINISH NOTES: 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT. PLEASE VERIFY ANY QUESTIONS AND/OR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. UNLESS T 2. ALL WALLS TO BE PAINTED P1, LOW VOC, LOW SHEEN EGGSHELL, U ESS NOTED OTHERWISE. 3. ALL WALL OR CEILING GRILLS, GRATES, ACCESS PANELS TO RECEIVE THE WALL OR CEILING FINISH DIRECTLY ADJACENT. FOR WALLS, IF THE FINISH IS WALL VINYL, PLEASE PAINT TO MATCH WALL VINYL; INTERIOR DESINGER TO SELECT COLOR. 4. ALL ELECTRICAL SWITCH AND PLUG PLATE FINISHES TO BE DETERMINED: G.C. TO PROVIDE ALL COLOR OPTIONS TO LBA INTERIORS FOR FINAL COLOR SELECTION. 5. ALL ROOMS W/ FRP TO BE 48" FROM FINISHED FLOOR. 6. ALL GYP. CEILINGS TO RECEIVE LOW VOC, FLAT PAINT, P2. RESIDENT UNIT CEILINGS TO RECEIVE LOW VOC, EGGSHELL PAINT, P1. RESIDENT UNIT BATH WALLS AND CEILINGS TO RECEIVE LOW VOC, SEMIGLOSS PAINT, P1. PUBLIC TOILETS/SHOWERS TO RECEIVE LOW VOC, SEMI -GLOSS PAINT, P2 ON WALLS AND CEILING, UNLESS OTHERWISE NOTED- 7- DOORS, DOOR FRAMES, TRIM, HANDRAIL, CHAIRRAIL, AND BASEBOARD TO RECEIVE PAINT, P2 PER SPECIFICATION BY LBA INTERIORS; UNLESS AT A STAINED MILLWORK LOCATION, THEN TO BE STAINED TO MATCH MILLWORK (SUBMITTAL FOR APPROVAL REQ'D.). 8. CORNER GUARDS ON OUTSIDE CORNERS IN PUBLIC AREAS, UNLESS OTHERWISE NOTED. RE: WALL PROTECTION PLANS FOR CORNER GUARD INFORMATION. 9. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL WALL FINISHES AND INFORMATION. GENERAL NOTES WALL FINISH LEGEND: X FINISH MATERIAL BELOW FINISH MATERIAL ABOVE X � SINGLE FULL HEIGHT WALL FINISH MATERIAL F PAINT WV WALL VINYL F__T 7 TILE _ — — WALL FINISH ABOVE CHAIR OR HAND RAIL/WALL FINISH BELOW. WALL FINISH AT FULL HEIGHT ON WALL. FINISHED FLOOR TO CEILING, U.N.O- REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION WALL FINISH WORKING NOTES: KEY PLAN (N.T.S.): PH2 PH4 - PH5 tudio, California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD- JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE - FIRST FLOOR WALL FINISH PLAN - PHASE 4 CARVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 9 cw9ni n �-nR-.%4 Pnn— PROJECT NORTH TRUE NORTH q___ ID=303 © 2015 Studio+ P2 KITCHEN 1167 ............ -_... __ _.._..... -._.__.._.- _._._-_-.._.............._.... _.__._= CORRIDOR 1057 CHAPEL 1064 P2 P2 STOR, FTLT. -1 (T TLT. I' 1069 1068 ! P2 =- P2 STOR. ....T8 8L ...._J 1066 P2 CONFERENCE 1 PVT. DINING ROOM 1065 4J I P6 �z� k1-_-_3 SHOP 3 PRIVATE PATIENT ` ROOM 1127 ' TLT. RM 'ELT, RN ! 1127T 128T - —�--............ ... - -- - --.. _—_._._..._.... _........ _......-. _... C--a---� _...... - 1l ■ DINING ROOM 1070 I P3 P2_] P3 BISTRO 1094 i SOILED UTILITY P2 -. LIVING ROOM 1093 PRIVATE PATIENT ROOM 1128 I F---------- ....-...._.. ....... ... _ ..... �._..1.. I' P6 I PRIVATE PATIENT P2 P2 ROOM EAN UTILITY OFFICE, 1151' I, 1123T 1 1126 i i [P-2 !I T5 P2 7 TLT. RM. OFFICE ; 1151 T ,125 J, of P2_ L— P2 P2 P3 ! P3 L V �y HSKPG� STOR. P3)/� — �� — — — �_ NURSES SHOWER I 1118 1271 P2 f STATION � TUB ROOM : LIVING ROOM ( STOR. 1110 11 i 1092 1272 I P2 kT21T3 TN3 SEMI PRIVATE - PATIENT ROOM : : � -i I T2 3 P2 P3 I SHOWER; MED R00 I I ; 1115 1122 RECEPTION R00 P2 (i P2 OFFICE P3 1114 P2 : I P2 -- T8 rTAFF Tt' I ELEC. I 1112711113 II' SEMI PRIVATE PATIENT ROOM SEMI PRIVATE 1108 PATIENT ROOM ` 1111 I� .... _._... P2 _ I g I..=: -- P3 —� LT. RIi) TLT. RM I TLT. ,'T. 107T - 1108T� i ( 1111T 111 SEMI PRIVATE ------ ---T7' SEMI PRIVATE PATIENT ROOM - CORRIDOR ..(I PATIENT ROOM P5 P2 P9 P3 F 1100 P3 P5 1110 T a TLT. R�IA% I TLT. RM -- 1106T 1109T I r I PRIVATE PATIENT { �- PRIVATE PATIENT ROOM ROO � 00M i 1109 11� :.._.._._ _.' C SOILED HOLDIN CLEAN HOLDING 1 _ 1104 P2 I W F PRIVATE PATIENT ��jj I PRIVATE PATIENT ROOM U; LJ L ROOM -- I :. 1099 -TLT. RM TLT.F- _.' 1103 I �\. 1099 I 1103`T' 1 SEMI PRIVATE P5 P2 P2 - P5 SEMI PRIVATE PATIENT ROOM P3 P3 PATIENT ROOM 1102j KEY NOTES GENERAL WALL FINISH NOTES: 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT. PLEASE VERIFY ANY QUESTIONS AND/OR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. 2. ALL WALLS TO BE PAINTED P1, LOW VOC, LOW SHEEN EGGSHELL, UNLESS NOTED OTHERWISE. 3. ALL WALL OR CEILING GRILLS, GRATES, ACCESS PANELS TO RECEIVE THE WALL OR CEILING FINISH DIRECTLY ADJACENT. FOR WALLS, IF THE FINISH IS WALL VINYL, PLEASE PAINT TO MATCH WALL VINYL; INTERIOR DESINGER TO SELECT COLOR. 4. ALL ELECTRICAL SWITCH AND PLUG PLATE FINISHES TO BE DETERMINED: G.C. TO PROVIDE ALL COLOR OPTIONS TO LBA INTERIORS FOR FINAL COLOR SELECTION. 5. ALL ROOMS W/ FRP TO BE 48" FROM FINISHED FLOOR. 6. ALL GYP. CEILINGS TO RECEIVE LOW VOC, FLAT PAINT, P2. RESIDENT UNIT CEILINGS TO RECEIVE LOW VOC, EGGSHELL PAINT, P1. RESIDENT UNIT BATH WALLS AND CEILINGS TO RECEIVE LOW VOC. SEMIGLOSS PAINT, P1. PUBLIC TOILETS/SHOWERS TO RECEIVE LOW VOC, SEMI -GLOSS PAINT, P2 ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. 7. DOORS, DOOR FRAMES, TRIM, HANDRAIL, CHAIRRAIL, AND BASEBOARD TO RECEIVE PAINT, P2 PER SPECIFICATION BY LBA INTERIORS, UNLESS AT A STAINED MILLWORK LOCATION, THEN TO BE STAINED TO MATCH MILLWORK (SUBMITTAL FOR APPROVAL REQ'D.). 8. CORNER GUARDS ON OUTSIDE CORNERS IN PUBLIC AREAS, UNLESS OTHERWISE NOTED. RE: WALL PROTECTION PLANS FOR CORNER GUARD INFORMATION. 9. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL WALL FINISHES AND INFORMATION, GENERAL NOTES WALL FINISH LEGEND: FINISH MATERIAL BELOW ^ I FINISH MATERIAL ABOVE SINGLE FULL HEIGHT WALL FINISH MATERIAL �.� PAINT WALL VINYL _ T I TILE — — — WALL FINISH ABOVE CHAIR OR HAND RAIL/WALL FINISH BELOW. WALL FINISH AT FULL HEIGHT ON WALL. FINISHED FLOOR TO CEILING, U.N.O. REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION WALL FINISH WORKING NOTES: KEY PLAN (N.T.S.): PH3 PH1 PH2 i PROJECT NORTH PH5 - TRUE NORTH $7 tudlo California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 P�'f FLO�v AROW191� '�. REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE - Owner ZEPHYRHILLS FINISH RENNOVATION IPROJECT ADDRESS - Enter address here PROJECT NUMBER- 2016.4410 SHEET TITLE: FIRST FLOOR WALL FINISH PLAN - PHASE 5 C-\RVT2016\2016.4410_ADVENTIST-ZH&R-R16Jwarren.rvt i qii ,�igni F Pnn ID=304 2015 Studio+ P� ............................. MECH. ELEC. GENERATOR ! ELECTRICAL 1182 1183 1 1184 11$5 r i - ....-.__........-...... _..._._..L SOILED LINEN p6 SORTING STOR. 1180 l II P2 II I I 1186 I LAUNDRY OORRIDOO — 1181 1205 I I MECH. 1187 P2 II P6 FOLDING ROOM I P2 1177 I ( HSKP C 1188 � I . ILL • R P2 r........................................................................................................ OFFICE OFFICE 1061 2� 106 P2 P2 P2 01-FIRST FLOOR WAL 1/8" = 1'-0" — STORAGE ' 1173� 1227 DRY STORAGE 1172 STOR. I r LT. jT TIT. 1069 --- L P2 EAUTY 1068 SHOP P2 P2 _.P 1�--068 -{ 071 .,. -� P2 CONFERENCE 1 PVT. DINING ROOM IF 1065 _ P6 L FINISH PLAN -PHASES 6 & 7 G ROOM 070 -n J I P3 I LIVING ROOM 1 1092 PRIVATE PATIENT I 1143 P2 MECH. ROOM P2 _ _.:. P5 , P2 CLEAN UTILI 1149 Li 144--- - TLT. RM. - �I N LIN N I 1142 I'i I 1144T 1\140 — — — --1--� - _ P2: .OFFICE ........ 1148 P2 NURSES STA IO OFFICE III 1134 1199 P2 P3 ._..._ . _ P5 P2 P5_ P5 I lu�_jj w 7� II P2 P3 BISTRO 1094 m T7lT-'A : TLT. RM. 1132T Tl T. RM. 1130T TLT. RM. 128T�� f'PRIVATE PATIENT ROOM 1132 r PRIVATE PATIENT ROOM �1130 PRIVATE PATIENT ROOM 1128 SOILED I UTILITY III 1, l P2 1095 CLEAN UTILITY' 1123T LIVING ROOT 1093 ir, CORRIDOR 1264 I ' I � I � PRIVATE PATIENT SEMI PRIVATE _ P2 ROOM PATIENT ROOM OFFICE i 1151 1152 P2 I i T i P2 I TLT. RM. OFFICE 1125 . J.. _.__... — — — — — — — — — — — — — — — - -- — Il HKPG P3 SHOWER 1 I ! TLT. RM. STOR. 1118 1271 p2 , 1 TUB ROOM I� -153T NURSES STATION STOR _� 1110 I 11 �4 JL2/T3 1272� P2 TZT3 ISEMI PRIVATE I PATIENT ROOM P2 D ROOM l I. ' I ---1..,_. _ _,.,..,-.:1 TLT. RM. 1122 I 1154T I - III SEMI PRIVATE III i PATIENT ROOM SEMI PRIVATE -lin8 PATIENT4100M 1111 KEY NOTES GENERAL WALL FINISH NOTES: 1. DESIGN DRAWINGS ONLY. CONTRACTOR TO VERIFY ALL APPROPRIATE INSTALLATION AND CONSTRUCTION DETAILS AND ABILITY TO INSTALL PER DESIGN INTENT. PLEASE VERIFY ANY QUESTIONS AND/OR DESCREPANCIES WITH LBA INTERIORS PRIOR TO CONSTRUCTION. 2. ALL WALLS TO BE PAINTED P1, LOW VOC, LOW SHEEN EGGSHELL, UNLESS NOTED OTHERWISE. 1 ALL WALL OR CEILING GRILLS, GRATES, ACCESS PANELS TO RECEIVE THE WALL OR CEILING FINISH DIRECTLY ADJACENT. FOR WALLS, IF THE FINISH IS WALL VINYL, PLEASE PAINT TO MATCH WALL VINYL; INTERIOR DESINGER TO SELECT COLOR. 4. ALL ELECTRICAL SWITCH AND PLUG PLATE FINISHES TO BE DETERMINED: G.C. TO PROVIDE ALL COLOR OPTIONS TO LBA INTERIORS FOR FINAL COLOR SELECTION. 5. ALL ROOMS W/ FRP TO BE 48" FROM FINISHED FLOOR. 6. ALL GYP. CEILINGS TO RECEIVE LOW VOC, FLAT PAINT, P2. RESIDENT UNIT CEILINGS TO RECEIVE LOW VOC, EGGSHELL PAINT, P1. RESIDENT UNIT BATH WALLS AND CEILINGS TO RECEIVE LOW VOC, SEMIGLOSS PAINT, P1. PUBLIC TOILETS/SHOWERS TO RECEIVE LOW VOC, SEMI -GLOSS PAINT, P2 ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. 7. DOORS, DOOR FRAMES, TRIM, HANDRAIL, CHAIRRAIL, AND BASEBOARD TO RECEIVE PAINT, P2 PER SPECIFICATION BY LBA INTERIORS; UNLESS AT A STAINED MILLWORK LOCATION, THEN TO BE STAINED TO MATCH MILLWORK (SUBMITTAL FOR APPROVAL REQ'D.). 8. CORNER GUARDS ON OUTSIDE CORNERS IN PUBLIC AREAS, UNLESS OTHERWISE NOTED. RE: WALL PROTECTION PLANS FOR CORNER GUARD INFORMATION. 9. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL WALL FINISHES AND INFORMATION. GENERAL NOTES WALL FINISH LEGEND: LidFINISH MATERIAL BELOW FINISH MATERIAL ABOVE SINGLE FULL HEIGHT WALL FINISH MATERIAL ® PAINT WV WALL VINYL TILE — — — WALL FINISH ABOVE CHAIR OR HAND RAIL/WALL FINISH BELOW. WALL FINISH AT FULL HEIGHT ON WALL. FINISHED FLOOR TO CEILING, U.N.O. REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION WALL FINISH WORKING NOTES: KEY PLAN (N.T.S.): PROJECT NORTH li��' TRUE NORTH studio California I Florida I Nevada 2211 F. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 A 00159 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR WALL FINISH PLAN - PHASES 6&7 ID=305 ® 2015 Studio+ C:\RVT2016\2016.4410 ADVENTIST-ZH&R_R16Jwarren.rvt 1 9/i smi F F ns; �F Pnn— ✓MMa! CORRIDOR _ - 11 77 jlr MED ROOM 1 773 SOILED UTILITY 1185 EQUIPMENT STORAGE J O 01-FIRST FLOOR OVERALL FURNITURE PLAN 1/16" = V-0" KEY NOTES 77 DINING ROOM SEATS: 42 I®� DININ RO M III CF�.� 1os1 � 1070 SEATS:42 ADMISSI KS OFRC 0 CHAPEL (6) 3 ` 10CA n I o<QY i GENERAL NOTES KEY PLAN (N.T.S.): PH4 PH5 io tu California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357A983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR OVERALL FURNITURE PLAN C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 19/1 �/9n1 F F nF �R Pnn— PROJECT NORTH 4i�� TRUE NORTH ID=400 2015 Studio+ Rom 1219 4 r!i-.t.:L!::� SEMI PRIVATE PATIENT 7 IT ROOM TLT, RM. L1035T AIED ROOM 12-73—] ..... ................................................ . .... . . .......... SOILED UTILITY LIM] — — — ------- — ] EQUIPMENT STORAGE 1029 F11 F CLEAN UTILITY 1021 j .... . ................ SEMI PRIVATE PATIENT ROOM 1 8 1 1111EIIIIII PINATE PA iROON1 II II is . . ....... . . :4J - --------- - - 6% 01-FIRST FLOOR FURNITURE PLAN - PHAS 1/8" = V-0" F.q 1 9 9 r CORRIDOR 1 1057 KEY NOTES GENERAL NOTES KEY PLAN (N.T.S.): PH3 PH2 PROJECT NORTH 177 PH6 PH7 PH6 moo. PH5 TRUE NORTH '4 \t� w tudio California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P: 239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 0 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AlA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER- 2016.4410 SHEET TITLE: FIRST FLOOR FURNITURE PLAN - PHASES 1 & 2 C:\RVT2016\2016.4410 — ADVENTIST_ZH&R_R16 iwarren.rvt 1911F.19MIR PKA ID=401 (9 2015 Studio+ :ORRI[ 1137 01-FIRST FLOOR vs° =V-0" TLT RM CORRIDOR 1 330 CORRIDOR 1057 D I� � 8TOR. 1089 Off............, I_ ;! STOR. ,Oee II I I I II �I 1 I 1 ........................... I _.......—� CONFERENCE I PVT. DINING ROOM 1066 KEY NOTES GENERAL NOTES KEY PLAN (N.T.S.): PH3 PH2 PROJECT NORTH — �17 PH6 PH7 PH6 studio California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 �• R A 0015 0 C� REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE - Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS- PH4 Enter address here PROJECT NUMBER: P H 5 2016.4410 SHEET TITLE: FIRST FLOOR FURNITURE PLAN - PHASE 3 TRUE NORTH ID=402 © 2015 Studio+ C-\RVT2016\2016.4410 ADVENTIST ZH&R_R16Jwarren.rvt 1 q/1 �1gn1 F F-nF-�q Pnn— — C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 g/1 son1 F F•nR.An Pnn- KITCHEN 1167 ..-----..--.:-.-.:.-....................................—........................................_..........11= EEO CHAPEL CORRIDOR 1057 01-FIRST FLOOR 1 1/8" = V-0" --- FURNITURE PLAN - PHASE 5 Q U00 BISTRO PRIYATE PATIENT ROOM Room r 1125 1225 _l \ TLT RN. 1128T fi /k o � j I` .......... .....-_._...... _..__......_._....... __..1 -i 1207 �..., SEMI PRIVATE PATIENT ROOM CORRIDOR 1150 11 r 1 TLT RM 1110T : : I � ' —1 1 ...................... .......................:....... SEMI PRIVATE PATIENT ROOM � 1110 I KEY NOTES GENERAL NOTES KEY PLAN (N.T.S.): Stu io ,, California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD- JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address Mere PROJECT NUMBER- 2016.4410 SHEET TITLE: FIRST FLOOR FURNITURE PLAN - PHASE 5 C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 g/i s/9n1 F A-OA-An PAA— PROJECT NORTH TRUE NORTH V7� ID=404 © 2015 Studio+ ADMIS IONS OFFICE 1063 i RECEPTION -1059� 01-FIRST FLOOR FU C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 q/1 �/qn1 A F-nR-A9 PAA — CHAPEL C� CORRIDOR 1057 CORRIDOR 1120 DINING ROOM 1070 Donna ------------ BISTRO L 1094 O 1 RNITURE PLAN -PHASES 6 & 7 PRIVATE PATIENT ROOM 11145 MED PREP CLEAN tMLrrY MECH. 1143 1142 1149 fT- Rom '' 1288 OFFICE 1148 NURSES STATION i 1134 � 1199- �....... p PATE PATI1 INT ROOM 11 : PRIVATE PATIENT ROOM 1132 J nT. 11'32T' I ............... �. /\{ - � PRIVATE PATIENT ROOM -- 1130 i ..................... ELEc. LIVING 300M NURSES STATION ,110 MED ROOM 1122 _I ,-.. 11 i ... \ CORRIDOR 1284 - L—r.. KEY PLAN (N.T.S.): PROJECT NORTH TRUE NORTH Lj\ 171/ studio California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: - Enter address here PROJECT NUMBER- 2016.4410 SHEET TITLE: FIRST FLOOR FURNITURE PLAN - PHASES 6&7 ID=405 © 2015 Studio+ studio EQUIPMENT STORAGE J._ _._....__... 1029 Room 1218 SEMI PRIVATE PATIENT ROOM 1035 TILT. R I i-LT. RM. i , r 1035;'f.... a?i1036T I:d I II .... _. _.: , MED ROOM SOILED UTILITY 1165 j L, I ............ I I .........-------- CIL EAN UTILIf LIVING ROOM 1021 T 1 1274 , i� u 1254 NURSES STATION _.._._.....-....._..._._.. i SEMI PRIVATE PATIENT ROOM i MED ROOMSHOWER 1023 j 1019 .1. ( OFFICE - 1018 I .. _....... ' � I 1263 _ I SEMI PRIVATE PATIENT ROOM I g I,I I _ ..--.W........... . ........... i PRIVATE PATIENT TILT. RM ROOM 710 9 TL 1. 10 I ---- — SOILED HOLDIN r . 15 PRIVATE PATIENT - - 1 ROOM _ .� 6 TLT. RM 17 SEMI PRIVATE PATIENT ROOM 26 - TILT. RM. T. I SEMI PRIVATE PATIENT ROOM SEMI PRIVATE PATIENT ROOM 1036 PRIVATE PATIENT ............_._ ROOM 1 TLT. RM ` I r 18 '� i q_i i JJ I fLT. RM TILT. RI [=21-) SEMI PRIVATE L PATIENT ROOM 23 --.. .. ...... CORRIDOR SEMI PRIVATE PATIENT ROOM 19 DINING ROOM 1031 - 01-FIRST FLOOR OVERALL HANDRAIL CHAIRRAIL PLAN - PHASE 1 & 2 ADMISSIONS OFFICE 1063 CORRIDOR 1057 RAIL BELOW, MW 5 13500° O � II FACE OF WALL - WALL TYPE VARIES, RE: FLOOR PLANS II II II i I 31/2", HANDRAIL CHAIRRAIL SYMBOL LEGEND: ------------- CHAIRRAIL HANDRAIL 1 1 /9" 1 VA" ,YDN"y ■ •1►1r1dt D HARDWOOD ICAL FASTENER D.C. MAX D HARDWOOD SAIL (MW5) HAND RAILS TO RT 300 LBS OF WEIGHT )F WALL, WALL i rrr- vARIES, RE: PLAN HANDRAIL SECTION 5 3" = 1'-0" LINE OF HAND RAIL BELOW, MW-4 0 LINE OF CHAIR Nip GLUE AND BISCUIT RAIL BELOW, MW-5 SEAM AT CORNER 1`L00 M FACE OF WALL - WALL TYPE VARIES, RE: FLOOR PLANS CHAIR RAIL HANDRAIL OUTSIDE CORNER DETAIL 24- HANDRAIL CHAIRRAIL DETAIL AT ALCOVE 3 3" = 1'-0" 3" = 1'-0" LINE OF HAND RAIL BELOW, MW4 LINE OF CHAIR 12000° RAIL BELOW, MW-5 - PAINTED WOOD DOOR CASING,MW-2— — — — — — — - 312512 �-------� 3/16" REVEAL, TYP'� FACE OF WALL - WALL TYPE VARIES, RE: FLOOR PLANS NOTE: CONDITION SIMILAR AT HOLLOW METAL FRAMES, WINDOWS AND OTHER INTERRUPTIONS AND TERMINATIONS OF THE HAND RAIL WHERE DOOR SWINGS OUT TOWARDS THE CORRIDOR SIDE - HANDRAIL EXTENTS IS TO BE SHIFTED TO ACCOUNT FOR THE DOOR RESTING AGAINST CORRIDOR WALL CHAIRRAIL/HANDRAIL CORR. DOOR DTL z3" = 1'-0" - -- KEY PLAN (N.T.S.): PROJECT NORTH i PH5 California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: l_ FIRST FLOOR HANDRAIL / CHAIRRAIL PLAN - PHASE 1 & TRUE NORTH ID=501 © 2015 Studio+ C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 q/1 F;/qn1 F F-nR-Aq Pnn— LIVING ROOM 1034 1024 Room 1236 DINING ROOM 1031 GENERATOR ! MECH. ELEC. 1182 1183 ; 1184 I - F SOILED LINEN LAUNDRY� SORTING = 1181 FOLDING ROOM STAFF LOUNGE 1174 ADMI551ON5 OFFICE 1063 ............. --———— ———— — — — — — — OFFICE 1061 OFFICE 1062 TLT RII 1176T Room ' Ill 122T_j DRY STORAG i �If -7 KITCHEN 1167 �- - - _..:.. _...... ---_... CORRIDOR 1057 ------------ - 1069 Y-; TLT. TLT. 1067 1068 STOR. — - 1100666 pug HANDRAIL CHAIRRAIL SYMBOL LEGEND: CHAIRRAIL - HANDRAIL KEY PLAN (N.T.S.): PH? -17 ■ studio, California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 I-' . cc . ,o pRQ(11rip REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR HANDRAIL / CHAIRRAIL PLAN - PHASE 3 01-FIRST FLOOR HANDRAIL CHAIRRAIL PLAN - PHASE 3 PROJECT NORTH TRUE NORTH i1 1 ,- 1 /8" = -0" Li\ ID=502 -1 © 2015 Studio+ C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1g/1.s/9n1F F•nF•d'l Pnn— -� 7VATE PATIENT ,. r---------- r ROOM, I [ 1145 I , - I- ED I I PRE,CLEANUT ILITY, 1143 1142 I , ..... ------------------------ : lJ Room ip 1268 I Jt.------------------------.� _:............__._._......_._. I NURSES STAT ON OFFICE 347 1199 TLT. RM: 1 1133T I I I I I I LT. RM. I 1131T I LT. RM.. I 1129T MECH. 1149 F_ --- -� I S WER PRIVATE PATIENT OM ROOM 135 F. U STORAGE, 1136T _...., I__:_—_ . ....... ......... — -" PRIVATE PATIENT ROOM L 1132 J I � I TLT. RM. I 1132T TLT. RM. I 1130T I �ii I I I TLT. RM, ��1128T SOILED UTILITY f , 1095 PRIVATE PATIENT ROOM 1130 PRIVATE PATIENT ROOM 1128 -------------------------- LIVING ROOM JL 093 ;ELEC. 1` 44415 CORRIDOR __1264 Room 1225 V L.ITII 1 I%I •Pl 1 L PATIENT ROOM PHYSICAL THERAPY 1166 t" I I CORR. �— — — — — — — — — — — — — -1 .. l._._.......... .......-:.....T"I............................... I TLT. MEAN HO D HOL TRM I _ . . I I " 1155T 1151 1159 1160T -, I I r PRIVATE PATIENTPRIVATE PATIENT I ROOM ROOM F-1itiF, 1 1160 01-FIRST FLOOR OVERAL i_ HANDRAIL CHAIRRAIL PLAN -PHASE 4 i Il SEMI PRIVATE PATIENT ROOM ,- 1162.__ _ 'LT Fair: SEMI PRIVATE PATIENT ROOM 116 1_L. HANDRAIL CHAIRRAIL SYMBOL LEGEND: - ---- - ---- --- CHAIRRAIL HANDRAIL KEY PLAN (N.T.S.): PH2 PH5 PROJECT NORTH TRUE NORTH tu io California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 l �� oF.Fc4 0 A^!W1 • •;��i ED ARG� REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR HANDRAIL / CHARIRAIL PLAN - PHASE 4 ID=503 2015 Studio+ C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 q/1 �/qn1 F F-nF•a4 PAA- CARVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 1 g/1.'ii/gnl F R.nR-44 Pnn- i ,ADMISSIONS OFF 1063 l RECEPTION 1059 OFFICE OFFICE 10611062 CORRIDOR 1057 77 STORAGE 1173 J DRY STORAGE _ ...r._. _......... _ _._ _ - ---.................................................................... Room 1228 DINING ROOM 1070 CHAPEL 1064 STOR.- 1069 TLT. TLT.BE 1067 1068 SHOP STOR. 1071 � 1066 � I CONFERENCE/PVT. DINING ROOM 1065 _:. . ................_. LIVING ROOM 1092 SEMI PRIVATE PATIENT RM 1� 1 PRIVATE PATIENT ROOM 1131 J ................. TL T. RM. L_ I �SH ro ER PRIVATE PATIENT * 1133T _: I I MI I ROOM 1133.. 1136 I �R''S�ORAGE I � 1136T ...... ............ ... .... PRIVATE PATIENT I ROOM ri 1132 I I --- LT. RM... I TLT R 1131 _ a I I �1132T -- 1T. I I , — 1129T : _ 9130T — PRIVATE PATIENT I Ea I PRIVATE PATIENT r. ROOM I I I ,F=1_......... ROOM .... -- 1129 BISTRO 1094 CORRIDOR F 12F4 ,1.__: _j Room 1225 F. RM., TLT. R 12 _-:p 1 PRIVATE PATIENT 112.8T 1 _ ...... ......�. �-...._................... _ ..____ ------ — , ROOM SOILED 1151 f UTILITY w / OFFICE 1095 - �r °CLEAN UTILITY... � 1126� j I�- 1123T II I I � f LIVING ROOM OFFICE L 1093 1125 TLT. kM. i� 151T �\ l STOR.�:\ � A HSKPG 1271 �'•�'"� i 1118 STOR. 1272 — I RECEPTION ROOM I SHOWER -6 I �I ..... , .. ' 1115 111 I I I I . I I 01-FIRST FLOOR OVERALL HANDRAIL CHAIRRAIL PLAN - PHASE 6 & 7 OFFICE 1114 HANDRAIL CHAIRRAIL SYMBOL LEGEND: ---- - CHAIRRAIL - — HANDRAIL KEY PLAN (N.T.S.): PROJECT NORTH TRUE NORTH studio California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357-4983 AA26002373 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 \ a0G AR00)5 , ,•�V C's RED ARG� REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: Owner ZEPHYRHILLS FINISH RENNOVATION PROJECT ADDRESS: Enter address here PROJECT NUMBER: 2016.4410 SHEET TITLE: FIRST FLOOR HANDRAIL / CHAIRRAIL PLAN - PHASE 6 & ID=505 C:\RVT2016\2016.4410 ADVENTIST_ZH&R_R16Jwarren.rvt 19/1 ,/9n1F F-nn-a� Pnn— GENERIC HVAC ABBREVIATIONS T DEGREES FAHRENHEIT HZ HERTZ 'C DEGREES CELSIUS HX HEAT EXCHANGER 0 DIAMETER ACV AUTOMATIC CONTROL VALVE AD ACCESS DOOR ADJ ADJUSTABLE ADDL ADDITIONAL AFD ADJUSTABLE FREQUENCY DRIVE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ALT ALTERNATE AP ACCESS PANEL ARCH ARCHITECT ATC AUTOMATIC TEMPERATURE CONTROL ATCC ATC COMPRESSOR ATCD ATC COMPRESSOR DRYER ATCR ATC COMPRESSOR RECEIVER ATV ATMOSPHERIC VENT AVG AVERAGE BAS BUILDING AUTOMATION SYSTEM 8 BOILER BBD BOILER BLOW DOWN BD BOARD BDT BLOWDOWN TANK BF BOILER FEED WATER BFF BELOW FINISHED FLOOR BHP BRAKE HORSEPOWER BLDG BUILDING BUR BOILER BOO BOTTOM OF DUCT BMS BUILDING MANAGEMENT CONTROL SYSTEM BOP BOTTOM OF PIPE BSMT BASEMENT BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR C CONVECTOR CA COMPRESSED AIR CAP CAPACITY CIF CEILING FAN CL CENTERLINE CLG CEILING CO CLEAN -OUT COL COLUMN COMP COMPRESSOR CONC CONCRETE CONN CONNECTION CONTR CONTRACTOR CORR CORRIDOR CUF CUBIC FEET CUH CABINET UNIT HEATER CYL CYUNDER D DRAIN DB DRY BULB TEMPERATURE DC DRY COOLER DDC DIRECT DIGITAL CONTROL DDCFP DIRECT DIGITAL CONTROL FIELD PANEL DIA DIAMETER DIM DIMENSION DN DOWN DP DIFFERENTIAL PRESSURE DWG DRAWING EA EACH EFF EFFICIENCY ECUH ELECTRIC CABINET UNIT HEATER ELEC ELECTRICAL ELEV ELEVATION EMER EMERGENCY EMS ENERGY MANAGEMENT SYSTEM ENT ENTERING EQUIP EQUIPMENT EUH ELECTRIC UNIT HEATER EXH EXHAUST EXP EXPANSION EXSTG EXISTING ETR EXISTING TO REMAIN EXTRM EXISTING TO BE REMOVED FIR FINNED TUBE RADIATION FCV FLOW CONTROL VALVE FFOP FIREFIGHTERS OVERRIDE PANEL FG FIBERGLASS FLEX FLEXIBLE FUR FLOOR FLRDR FLOOR DRAIN FMS FACILITY MANAGEMENT CONTROL SYSTEM FP FIRE PROTECTION FPM FEET PER MINUTE FT FEET FT/SEC FEET PER SECOND FURN FURNISHED FVNR FULL VOLTAGE NON -REVERSING G GAS GA GAUGE GAL GALLONS GALV GALVANIZED GND GROUND GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GRD GRADE (GROUND LEVEL) GWB GYPSUM WALL BOARD H HEIGHT HCPD HANDICAPPED HD HEAD HP HORSEPOWER HPG HIGH PRESSURE GAS HR HOUR ID INSIDE DIAMETER IN INCHES INSUL INSULATION KW KILOWATT KVA KILOVOLT AMPERE L LENGTH LAB LABORATORY LB POUND LC LATENT COOLING LF LINEAR FEET LVG LEAVING M ONE THOUSAND MAX MAXIMUM MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPS MCC MOTOR CONTROL CENTER MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED N/A NOT APPLICABLE NC NORMALLY CLOSED NC NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NO. NUMBER NOM NOMINAL NTS NOT TO SCALE OB OCTAVE BAND OC ON CENTER OD OUTSIDE DIAMETER ODP OPEN DRIP PROOF OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OV OUTLET VELOCITY PCF POUNDS PER CUBIC FOOT PD PRESSURE DROP PH PHASE PLBG PLUMBING POS POSITION OR POSITIVE PRESS PRESSURE PRIM PRIMARY PSIA POUNDS PER SQUARE INCH ABSOLUTE PSID POUNDS PER SQUARE INCH DIFFERENTIAL PSIG POUNDS PER SQUARE INCH GAUGE PVC POLYVINYL CHLORIDE RC ROOM (NOISE) CRITERIA REP REPRESENTATIVE RET RETURN READ REQUIRED REQS REQUIREMENTS RH RELATIVE HUMIDITY RM ROOM RPM REVOLUTIONS PER MINUTE SC SENSIBLE COOLING SCH SCHEDULE SH SENSIBLE HEAT SOV SOLENOID OPERATED VALVE SPECS SPECIFICATIONS SQ SQUARE SQFT SQUARE FEET SS STAINLESS STEEL STD STANDARD STDBY STANDBY SIT STEEL SUCT SUCTION SUP SUPPLY TA THROW -AWAY TAV THERMOSTATIC AIR VENT TEFC TOTALLY ENCLOSED FAN COOLED TEL TELEPHONE TEMP TEMPERATURE TOO TOP OF DUCT TONS TONS OF REFRIGERATION TOP TOP OF PIPE TYP TYPICAL UH UNIT HEATER V VENT VV VARIABLE VOLUME VEL VELOCITY VERT VERTICAL VTR VENT THROUGH ROOF W WIDTH W/ WITH W/O WITHOUT WB WET BULB TEMPERATURE WF WIDE FLANGE WC WATER GAUGE WRT WITH RESPECT TO XFMR TRANSFORMER HYDRONIC SYSTEM SPECIFIC ABBREVIATIONS AS AIR SEPARATOR AV AUTOMATIC AIR VENT CH CHILLER CHEM CHEMICAL FEED CHW CHILLED WATER CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CT COOLING TOWER CTBD COOLING TOWER BLOW DOWN CTW COOLING TOWER WATER CTWR COOLING TOWER WATER RETURN CTWS COOLING TOWER WATER SUPPLY CW CONDENSER WATER CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DOV DRAIN OFF VALVE ET EXPANSION TANK EAT ENTERING WATER TEMPERATURE GR GLYCOL RETURN GS GLYCOL SUPPLY GYP GYPSUM BOARD HB HOSE BIBB HCR HOT OR COLD WATER RETURN (DUAL TEMP HCS HOT OR COLD WATER SUPPLY (DUAL TEMP HRC HEAT RECOVERY COIL - GLYCOL HW HOT WATER HWCUH HOT WATER CABINET UNIT HEATER HWHC HOT WATER HEATING COIL HWPHC HOT WATER PREHEAT COIL HWPHC HOT WATER REHEAT COIL HWR HOT WATER RETURN HAS HOT WATER SUPPLY HWUH HOT WATER UNIT HEATER LWT LEAVING WATER TEMPERATURE MAV MANUAL AIR VENT MUW MAKE UP WATER NPSH NET POSITIVE SUCTION HEAD NPSHA NET POSITIVE SUCTION HEAD AVAILABLE NPSHR NET POSITIVE SUCTION HEAD REQUIRED OS&Y OUTSIDE STEM AND YOKE P PUMP PHX PLATE HEAT EXCHANGER PCHW PROCESS CHILLED WATER PCHWR PROCESS CHILLED WATER RETURN PCHWS PROCESS CHILLED WATER SUPPLY S(XXX) SECONDARY (SYSTEM DEPENDENT PREFIX) T(XXX) TERTIARY (SYSTEM DEPENDENT PREFIX) TDH TOTAL DYNAMIC HEAD UV UNIT VENTILATOR WCC WATER COOLED CONDENSER WCCU WATER COOLED CONDENSING UNIT WPD WATER PRESSURE DROP AIR SYSTEM SPECIFIC ABBREVIATIONS AC AIR CONDITIONING ACC AIR COOLED CONDENSER ACCU AIR COOLED CONDENSING UNIT ACD AUTOMATIC CONTROL DAMPER ACU AIR CONDITIONING UNIT AF AIR FOIL AHU AIR HANDLING UNIT ALD ACOUSTICALLY LINED DUCTWORK APD AIR PRESSURE DROP AT AIR TERMINAL AVE AIR VOLUME TRAVERSE STATION AFD ADJUSTABLE FREQUENCY DRIVE BDD BACKDRAFT DAMPER BI BACKWARD INCLINED CACU COMPUTER ROOM AIR CONDITIONING UNIT CC COOLING COIL CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CAV CONSTANT VOLUME BOX DD DUAL DUCT SUPPLY AIR TERMINAL DIFF DIFFUSER DWDI DOUBLE WIDTH DOUBLE INLET DWSI DOUBLE WIDTH SINGLE INLET DX DIRECT EXPANSION EA EXHAUST AIR EAT EXHAUST AIR TEMPERATURE EAT COIL ENTERING AIR TEMPERATURE EF EXHAUST FAN EG EXHAUST GRILLE EHC ELECTRIC HEATING COIL EPHC ELECTRIC PREHEAT COIL OR EXHAUST REGISTER ERHC ELECTRIC REHEAT COIL ESP EXTERNAL STATIC PRESSURE F FAN -OR- FILTER F&B FACE AND BYPASS FB FAN BOX FC FORWARD CURVED FA FREE AREA FCU FAN COIL UNIT FPI FINS PER INCH IH INTAKE HOOD EAT COIL LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER -OR- LOUVERED DOOR LEV LAB EXHAUST VALVE MA MIXED AIR MD MANUAL VOLUME DAMPER MAT MIXED AIR TEMPERATURE MUA MAKE-UP AIR OAC OPEN ABOVE CEILING OA OUTSIDE AIR OAI OUTSIDE AIR INTAKE OBD OPPOSED BLADE DAMPER OED OPEN END DUCT PCC PRE -COOLING COIL PHC PREHEAT COIL RA RETURN AIR RAT RETURN AIR TEMPERATURE RD REFRIGERANT DISCHARGE (HOT GAS) RF RETURN FAN RG RETURN GRILLE RH RELIEF HOOD RHC REHEAT COIL RE REFRIGERANT LIQUID RLF RELIEF RR RETURN REGISTER RS REFRIGERANT SUCTION RTU ROOF TOP UNIT RV ROOF VENT SA SUPPLY AIR -OR- SOUND ATTENUATOR SAT SUPPLY AIR TEMPERATURE SAV SUPPLY AIR VALVE SCR SCREEN SDET SMOKE DETECTOR SEF SMOKE EXHAUST FAN SF SUPPLY FAN SG SUPPLY GRILLE SGD SLIDE GATE DAMPER SP STATIC PRESSURE SR SUPPLY REGISTER SWDI SINGLE WIDTH DOUBLE INLET SWSI SINGLE WIDTH SINGLE INLET GE GENERAL EXHAUST GEV GENERAL EXHAUST VALVE TE TOILE? EXHAUST GH GRAVITY HOOD TF TRANSFER FAN TG TRANSFER GRILLE H HUMIDIFIER TRANSFER HC HEALING COIL� 15P TOTAL STATIC PRESSURE HEGA HIGH EFFICIENCY GAS ABSORBER AIR FILTER HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER UC UNDERCUT DOOR HEV HOOD EXHAUST VALVE HPU HEAT PUMP UNIT VAV VARIABLE AIR VOLUME HRU HEAT RECOVERY UNIT «VFD VARIABLE FREQUENCY DRIVE HV HEALING h VENTILATING UNIT WMS WIRE MESH SCREEN • AFD ALSO COMMONLY RETIRED TO AS VFD CONTRACTOR'S EQUIPMENT INSTALLATION RESPONSIBlUff CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CONNECTIONS TO THE OWNER -FURNISHED MEDICAL HEADRAILS INCLUDED AS PART OF THIS PROJECT. CONTRACTOR SHALL COORDINATE WITH THE HEADRAIL MANUFACTURER'S SHOP DRAWINGS ALL REQUIRED CONNECTIONS INCLUDING MEDICAL GAS (AIR, OXYGEN, AND VACUUM), RECEPTACLES, VOICE/DATA OUTLETS, NURSE CALL, CODE BLUE, PHYSIOLOGICAL MONITORING OUTLETS, LIGHT SWITCHES, ETC, TO VERIFY THAT ALL NECESSARY MATERIAL AND LABOR IS PROVIDED. THIS COORDINATION SHALL ALSO INCLUDE ALL CONDUITS, WIRING, RELAYS, ETC. NECESSARY TO EXTEND SERVICES FROM THE MAIN HEADRAIL COMPONENT TO EITHER A REMOTELY MOUNTED BED LOCATOR AND/OR WALL -MOUNTED PATIENT BED LIGHT PROVIDED AS PART OF THE HEADRAIL PACKAGE. CONTRACTOR SHALL ALSO COORDINATE ALL MECHANICAL AND ELECTRICAL CONNECTION REQUIREMENTS FOR ALL OWNER -FURNISHED EQUIPMENT WITH ITS LOCATION AS SHOWN ON THE ARCHITECTURAL DRAWINGS INCLUDED IN THESE CONTRACT DOCUMENTS. MECHANICAL DRAWING INDEX SHEET Wk SHEET DESCFVPTM M0.01 SYMBOLS AND LEGEND MO.02 SPECIFICATIONS - MECHANICAL 111111.11 FIRST FLOOR I.C.R.A. PLAN - PHASE 1 - MECHANICAL M1.12 FIRST FLOOR I.C.R.A. PLAN - PHASE 2 - MECHANICAL M1.13 FIRST FLOOR I.C.R.A. PLAN - PHASE 3 - MECHANICAL M1.14 FIRST FLOOR I.C.R.k PLAN - PHASE 4 - MECHANICAL M1.15 FIRST FLOOR I.C.R.A. PLAN - PHASE 5 - MECHANICAL ll FIRST FLOOR I.C.R.A. PLAN - PHASE 6 - MECHANICAL M1.17 FIRST FLOOR I.C.R.A. PLAN - PHASE 7 - MECHANICAL M2.11 FIRST FLOOR DEMOLITION PLAN - PHASE 1 - MECHANICAL M2.12 FIRST FLOOR DEMOLITION PLAN - PHASE 2 - MECHANICAL M2.13 FIRST FLOOR DEMOLITION PLAN - PHASE 3 - MECHANICAL M2.14 FIRST FLOOR DEMOLITION PLAN - PHASE 4 - MECHANICAL M2.15 FIRST FLOOR DEMOLITION PLAN - PHASE 5 -- MECHANICAL M2.16 FIRST FLOOR DEMOLITION PLAN - PHASE 6 - MECHANICAL M2.17 FIRST FLOOR DEMOLITION PLAN - PHASE 7 - MECHANICAL M3.11 FIRST FLOOR RENOVATION PLAN - PHASE 1 - MECHANICAL M3.13 FIRST FLOOR RENOVATION PLAN - PHASE 2 - MECHANICAL M3.13 FIRST FLOOR RENOVATION PLAN - PHASE 3 - MECHANICAL M3.14 FIRST FLOOR RENOVATION PLAN - PHASE 4 - MECHANICAL - M3.15 FIRST FLOOR RENOVATION PLAN - PHASE 5 - MECHANICAL M3.16 FIRST FLOOR RENOVATION PLAN - PHASE 6 - MECHANICAL M3.17 FIRST FLOOR RENOVATION PLAN - PHASE 7 - MECHANICAL M3.21 RENOVATION ROOF PLAN - PARAPET AREA M4.01 SCHEDULES M4.02 DETAILS M4.03 DETAILS M4.04 DETAILS M5.01 VENTILATION TABLES M5.02 VENTILATION TABLES UP DN PIPING LEGEND 10i j3-MAV TAV rLi GATE VALVE BALL VALVE BALL VALVE WITH MEMORY STOP (BALANCING VALVE) BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVE) BUTTERFLY VALVE BUTTERFLY VALVE NTH MEMORY STOP (BALANCING VALVE) 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) ANGLE VALVE (PLAN VIEW) STRAINER, BASKET TYPE W/DRAIN VALVE, HOSE BIBB & CAP SOLENOID VALVE AUTOMATIC CONTROL VALVE 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 VENTURI FLOW METER FLOW MEASURING DEVICE VACUUM BREAKER FLOW SWITCH SAFETY RELIEF VALVE UNION OR FLANGE (AS INDICATED BY PIPE SIZE - SEE SPEC.) BLIND FLANGE END CAP PRESSURE GAUGE WITH GAUGE COCK STEAM PRESSURE GAUGE WITH A GAUGE COCK AND COIL SIPHON THERMOMETER STEAM TRAP PUMP (TRIANGLE INDICATES FLOW DIRECTION) PRESSURE/TEMPERATURE WELL AUTOMATIC AIR VENT WITH ISOLATION VALVE MANUAL AIR VENT THERMOSTATIC AIR VENT (STEAM ONLY) REDUCER (ECCENTRIC -FLAT ON BOTTOM OR FLAT ON TOP) REDUCER (CONCENTRIC) FLEXIBLE CONNECTION EXPANSION JOINT PIPE GUIDE ANCHOR QUICK OPENING VALVE (USED WITH BLOW DOWN) QUICK CLOSING VALVE, FUSIBLE UNK (USED NTH FUELS) RISE (SINGLE LINE - PLAN VIEW) DROP (SINGLE LINE - PLAN VIEW) TOP TAKEOFF BOTTOM TAKEOFF PIPE BREAK (SINGLE LINE) DIRT LEG CLEAN- OU T RISE (DOUBLE LINE - PLAN VIEW) DROP (DOUBLE LINE - PLAN VIEW) PIPE BREAK (DOUBLE LINE) DIRECTION OF FLOW IN PIPE PITCH PIPE UP IN DIRECTION OF FLOW PITCH PIPE DOWN IN DIRECTION OF FLOW NEW WORK EXISTING DEMO/EXISTING TO BE REMOVED PIPE/DUCT UNDER OB ECT/ STRUCTURE / SLAB FUTURE T-STAT WIRING UNETYPE DUCTWORK SINGLE LINE OR IF DRAWN DOUBLE LINE SINGLE LINE OR IF DRAWN DOUBLE LINE ROUND OR ROUND SUPPLY DUCT UP -- EXHAUST DUCT DUCTTURN UP —� ROUND SUPPLY DUCT DN �—� RETURN L 1 � DUCT UP RETURN SUPPLY DUCT UP DUCT DOWN EXHAUST SUPPLY DUCT DOWN T 1 DUCT UP EXHAUST DUCT DOWN STANDARD SQUARE ELBOW_ WITH TURNING VANES - SUPPLY/RETURN EXHAUST �� ROUND RETURN OR EXHAUST DUCT DN HORIZONTAL OFFSET SUPPLYMETURN STANDARD RADIUS ELBOW ( R = W ) /EXHAUST Ll(U) SUPPLYMETURN EXHAUST w h(I)) _ ,_ RISE OR DROP SUPPLY/RETURN/ 1e EXHAUST ROUND SPLIT TAKE -OFF W/ BRANCH DAMPERS DUCT SUPPLY 90' TAKE -OFF W/BRANCH TAKE -OFF VOLUME DAMPER (VD IN LOW PRESSURE BULLHEAD SPLIT SUPPLY " - SYSTEMS ONLY) BULLHEAD CONVERGE RETURN/EXHAUST W/BRANCH TAKE -OFF VOLUME DAMPER CEILING DUCT MTD DIFF/GRILLE SIDEWALL DUCT MTD REGISTER/GRILLE W/BRANCH TAKE -OFF �i ----- W/BRANCH TAKE -OFF 1 t VOLUME DAMPER VOLUME DAMPER i SUPPLY SIDEWALL LINEAR DIFFUSER _ CEILING DUCT (W/ 1' INTERNALLY LINED SM PLENUM) MTD DIFF/GRILLE BRANCH CONN W/VD -� W/BRANCH TAKE -OFF ` FOR EVERY 4' OF VOLUME DAMPER LINEAR {- -- 2 __---____ ACOUSTICALLY LINED DUCT _ _ _ _ - _ - - - [lam e SUPPLY CEILING LINEAR DIFFUSER (W/ 1- INTERNALLY LINED SM PLENUM) BRANCH CONN W/VD FOR EVERY 4' OF 90' CONICAL TAKEOFF TO DIFF/GRILLE LINEAR BOOT BY ED MFR W/BRANCH TAKE -OFF MANUAL VOLUME DAMPER V - OPEN END DUCT W & � I 1/2"A 2' WMS DUCT SIZE FIRST 20x10 //// TTOMBE REMOV ED �2oxt o� FIGURE IS SIDE SHOWN OR 0ROOF EXHAUST FAN SHOWN ON ROOF I MANUAL VOLUME DAMPER ACD AUTOMATIC CONTROL DAMPER W/ACCESS DOOR OR f � i ROOF EXHAUST FAN 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 M MOTORIZED DAMPER SUPPLY AIR FLOW ® -- -- STANDARD 4-WAY BLOW SUPPLY DIFFUSER RETURN GRILLE OR REGISTER ® EXHAUST GRILLE OR REGISTER OR 3-WAY BLOW SUPPLY DIFFUSER 12X12 SQUARE DUCTWORK OR ® 2-WAY BLOW SUPPLY DIFFUSER 12'0 ROUND DUCTWORK OR 1-WAY BLOW SUPPLY DIFFUSER 12X12$ FLAT OVAL DUCTWORK CALL OUT SYMBOLS 8 POINT OF CONNECTION Qr TEMPERATURE SENSOR OR THERMOSTAT POINT OF DEMARCATION QQ HUMIDITY SENSOR OR HUMIDISTAT © PRESSURE SENSOR 1 = SECTION DESIGNATION ® DIFFERENTIAL PRESSURE SHEET NUMBER IAQ INDOOR AIR QUALITY MONITOR STATION 1 DETAIL DESIGNATION SHEET NUMBER xM �— TYPE OF FIXTURE (SEE SCHEDULE) Qj REVISION NUMBER r too CFM 01 REFERENCE NUMBER TYPE OF FIXTURE (SEE SCHEDULE) 'CD-E, MEANS EXISTING' �— $x6 --® 50 CFM LOCATION 150 S R 1 SUPPLY OR RETURN AIR RISER DESIGNATION ` DUCT SIZE (W x H) GRILLE SIZE HWS PIPING SYSTEM RISER DESIGNA11ON 2--8x6 WxHR-1 _�---TYPE OF FIXTURE (SEE SCHEDULE) 150 CFM LOCATION DUCT SIZE (W x H) t d Mio�� California ! Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32603 w 107.21E A 1072/61N4 http• //www.pPelNa._ E—Mal to 1: 183 6G.00m ,GIB * 16316 Copyright - All ideas, design., methads and plans indicated or represented by this drawing are owned by and the property of Peniawla Engineering, Inc. and were created, evolved and developed far use on and in connection with the specified project. None of the ideas, designs, .m 9-ents, methods or plans shall he used by or di—sed to any person, firm cor or poration for ony purpose whatsoever without the written parrrr/n�llssssiioon of Peninsula Engineering, Inc TfJ10 t REVISIONS: ENGINEER OF RECORD: No. 37313 o STATE OF t� U�'• ORI�' ,•� � 6lZA�" Jose A.1 f lu�araues. PE. FL Rea, No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SYMBOLS AND LEGEND M0001 (0 2016 Studio MECHANICAL SPECIFICATIONS GENERAL MECHANICAL REQUIREMENT GENERAL DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTAL CONDITIONS AND SPECIFICATIONS APPLY TO WORK SPECIFIED IN THIS SECTION. SCOPE OF WORK PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATING, AIR CONDITIONING AND MISCELLANEOUS SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. RELATED WORK SPECIFIED ELSEWHERE REFER TO ELECTRICAL SPECIFICATION AND DRAWINGS FOR ELECTRICAL WORK TO BE DONE IN CONJUNCTION WITH THE MECHANICAL WORK. THIS CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC., REQUIRED FOR HVAC CONTROLS. SUBSTITUTIONS EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS SPECIFIED STANDARD OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND OWNER. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECTS THE ELECTRICAL REQUIREMENTS SHALL BE COORDINATED BY THE MECHANICAL CONTRACTOR AND EQUIPMENT VENDOR WITH THE ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. FAILURE OF MECHANICAL CONTRACTOR AND VENDOR TO DO SO WILL NOT BE CAUSE FOR CHANGE OF BID AT A LATER TIME. IT WILL NOT BE THE RESPONSIBILITY OF THE ELECTRICIAN TO COORDINATE REVISED ELECTRICAL REQUIREMENTS DUE TO EQUIPMENT CHANGES INITIATED BY THE MECHANICAL CONTRACTOR AND VENDOR. IN ADDITION, THE MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. CODES AND STANDARDS APPLICABLE CODES: - 2010 FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES. - FLORIDA BUILDING CODE - FIFTH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, MECHANICAL - FIFTH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, PLUMBING - FIFTH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, FUEL GAS - FIFTH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA BUILDING CODE, ENERGY CONSERVATION - FIFTH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS. - FLORIDA FIRE PREVENTION CODE - FIFTH EDITION (2014). - FLORIDA BUILDING CODE, TEST PROTOCOLS FOR HIGH -VELOCITY HURRICANE ZONES - FIFTH EDITION (2014). THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPEC1IONS AND PAY ALL FEES. ENVIRONMENTAL DESIGN CONDITIONS OUTDOOR DESIGN CONDITIONS BASED ON ASHRAE DATA FOR ORLANDO, FLORIDA, USING 0.4% COOLING CONDITIONS OF 947 DB, 767 WB FOR COOLING LOAD CALCULATIONS, 0.4% DEHUMIDIFICATION CONDITIONS OF 827 DB, 787 DP FOR DESIGN OF DEDICATED OUTDOOR AIR SYSTEMS, AND 99.6% HEATING CONDITION OF 39'F DB FOR HEATING LOAD CALCULATIONS. INDOOR DESIGN CONDITIONS BASED ON TYPICAL SKILLED NURSING ENVIRONMENT OF 70-757 DB AND 60% MAX. RELATIVE HUMIDITY AS OUTLINED IN THE FGI GUIDELINES AND ASHRAE STANDARD 170, UNLESS SPECIFIC SPACE USAGE OR OWNER REQUIRES DIFFERENT DESIGN CRITERIA. ALL EQUIPMENT, ETC., SHALL BE NEW, AS SPECIFIED, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS, AND AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICALLY POWERED EQUIPMENT SHALL BE U.L. OR E.T.L. LISTED. WORKMANSHIP ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TRADES. 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. ALL DUCTWORK AND PIPING NOT OPERATIONAL DURING CONSTRUCTION SHALL BE CAPPED UNTIL FINAL CONNECTIONS ARE MADE. ALL RETURN GRILLES ON ALL HVAC SYSTEMS BEING OPERATED DURING CONSTRUCTION SHALL HAVE FILTER MEDIA COVERING RETURN AIR OPENINGS TO PRE -FILTER AIR. FILTER MEDIA TO BE REMOVED AT THE COMPLETION OF CONSTRUCTION. ALL HEALTHCARE FACILITY I.C.R.A POLICIES SHALL BE FOLLOWED THROUGHOUT CONSTRUCTION. SHOP DRAWINGS AND SUBMITTALS SUBMIT FOR ENGINEER'S APPROVAL, A MINIMUM OF 2 PRINTED COPIES OF SHOP DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND ACCESSORIES PRIOR TO PURCHASE AND/OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS. UNLESS TEST AND BALANCE CONTRACTOR IS UNDER CONTRACT WITH FACILITY/OWENER, SUBMITTAL PACKAGE FOR HVAC EQUIPMENT SHALL INCLUDE A COPY OF THE CERTIFICATION OF PROPOSED TEST AND BALANCE SUBCONTRACTOR. THE TEST AND BALANCE CONTRACTOR SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). HVAC SUBMITTALS WILL NOT BE REVIEWED WITHOUT TEST AND BALANCE CERTIFICATION DOCUMENTATION. QUALIFICATIONS OF MULTIPLE TEST AND BALANCE CONTRACTORS ARE ACCEPTABLE (TO ACCOMPLISH COMPETITIVE BIDDING OF WORK). CONTRACTOR SHALL SUBMIT FOR APPROVAL THE PROPOSED TEST AND BALANCE CONTRACTOR AT THE TIME OF BID. WHEN PROVIDED, THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE DUCTWORK SHOP DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. RECORD DRAWINGS CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE HVAC RECORD DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. RECORD DRAWINGS SHALL BE PROVIDED AS AUTODESK AUTOCAD .DWG OR .DWF DRAWING FILES (RELEASE 2010 OR NEWER) OR AUTODESK REVIT .RVT FILES (RELEASE 2012 OR NEWER). RECORD DRAWINGS SHALL CONSIST OF AN ACCURATE AS -BUILT RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL ACCURATE RECORD DRAWINGS ARE DELIVERED. ARCHITECTURAL ACCESS DOORS CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12 INA12 IN.) FOR DAMPERS, VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. FIRE RATED ACCESS DOORS IN FIRE RATED WALLS OR CEILINGS SHALL BEAR A U.L. LABEL FOR FIRE RATING REQUIRED. IF NOT SPECIFIED BY THE ARCHITECTURAL DRAWINGS, ACCESS DOORS SHALL BE THE FOLLOWING: 1. WALL: ACORN NO. 8211-H3, DRYWALL TYPE, PRIME COATED STEEL, CONCEALED HINGE TYPE WITH ALLEN KEY LOCK ON REMOVABLE DOOR FOR PAINTED SURFACES. FOR TILE USE ACORN NO. 8212-H1, SATIN FINISH 18-8 STAINLESS STEEL. FOR 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 SURFACE. FOR ASPHALT CONCRETE OR EARTH SURFACE, USE ZURN NO. Z-1460-15 WITH Z1450-8. 3. FLOORS: SMITH 4930, ZURN NO. Z-1460-10 NICKEL BRONZE SCORIATED SECURED TOP ACCESS COVER WITH LIFTING DEVICE AND PERFORATED CONCRETE FLANGE. SIZE AS INDICATEC ON DRAWINGS. USE ZURN NO. ZANB-1460-12 OR SMITH 4940 FOR HINGED NON -REMOVABLE SECURED COVER. EXECUTION COORDINATE AND SCHEDULE THE WORK WITH THE OWNER TO MINIMIZE DISRUPTIONS TO THE NORMAL OPERATIONS AT THE BUILDING. ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. ALL WORK SHALL BE iNSTALLED TO ENSURE MAXIMUM HEADROOM, BALANCED OPERATION AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. COORDINATE WITH OTHER TRADES AND FIELD -VERIFY EXISTING CONDITIONS FOR EXACT LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. PROVIDE ALL PENETRATIONS REQUIRED TO COMPLETE INSTALLATION AND REMOVAL OF WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. ALL PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 714. FIRESTOPPING SYSTEM SHALL BE IN STRICT ACCORDANCE WITH SPECIFIC ASSEMBLY SYSTEM(S) REGARDLESS OF GENERIC DETAILS SHOWN IN THESE DRAWINGS. ALL ROOF CUTS AND REPAIRS SHALL BE PERFORMED BY OWNER APPROVED ROOFING CONTRACTOR IN ORDER TO MAINTAIN ROOF WARRANTY. CLEANING, TESTING AND ADJUSTING: THE MECHANICAL CONTRACTOR, AT THEIR EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. THEY SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED FOR PERFORMANCE TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. EXISTING MECHANICAL SYSTEMS TO REMAIN SHALL BE CLEANED, ADJUSTED AND TESTED FOR PROPER WORKING CONDITION PRIOR TO RETURNING TO SERVICE. TESTING: NEW 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. ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS REQUIRED, UNLESS TESTING AND BALANCE CONTRACTOR IS UNDER CONTRACT DIRECTLY WITH OWNER AND/OR HEALTHCARE FACILITY. REFER TO SHOP DRAWINGS AND SUBMITTAL SECTION. TEST AND BALANCE REPORTS BY NON -APPROVED CONTRACTORS WILL BE REJECTED. THIS CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. THE TEST AND BALANCE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BY ASSOCIATED AIR BALANCE COUNCL OR NATIONAL ENVIRONMENTAL BALANCING BUREAU THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND C014TAIN THE FOLLOWING DATA: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. VOLUMETRIC AIR FLOW RATES AT EACH UNIT/FAN, INCLUDING SUPPLY, RETURN, EXHAUST AND OUTSIDE AIR AS APPLICABLE. 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 5. DRIVE TYPES, SIZES AND SPEED RANGE. 6. AIR FLOW PROPERTIES BEFORE AND AFTER UNIT INCLUDING: DRY BULB, WET BULB AND DEW POINT FOR SUPPLY, RETURN, EXHAUST AND OUTSIDE AIR AS APPLICABLE. 7. AIR FLOW PROPERTIES BEFORE AND AFTER ALL HEAT EXCHANGE DEVICE (COILS, FANS, ENERGY RECOVERY DEVICES, ETC.) INCLUDING: DRY BULB, WET BULB AND DEW POINT. 7. FLUID FLOW PROPERTIES BEFORE AND AFTER ALL HEAT EXCHANGE DEVICE (COILS, ETC.) INCLUDING: ENTERING WATER TEMPERATURE, LEAVING WATER TEMPERATURE, FLOW RATE AND FLUID PRESSURE DROP THROUGH COMPONENT. 9. IDENTIFICATION OF ALL VARIABLE AIR VOLUME DEVICES WITH DESIGN AIRFLOW, MINIMUM AIRFLOW, ENTERING AIR TEMPERATURE AND LEAVING AIR TEMPERATURE. 10. PLAN IDENTIFYING ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. MAINTENANCE MANUALS PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY-DUTY, 2-INCH, 3-RING VINYL -COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. DIGITAL OR PDF VERSIONS OF BINDER MAY BE ACCEPTABLE IF APPROVED BY OWNER. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: • OPERATING AND MAINTENANCE INSTRUCTIONS • SPARE PARTS LIST • COPIES OF WARRANTIES • WIRING DIAGRAMS • INSPECTION REPORTS & APPROVALS • SHOP DRAWINGS AND PRODUCT DATA • TEST AND BALANCE INFORMATION TRAINING SERVICES THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON START-UP AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7-DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. SYSTEM IDENTIFICATION EQUIPMENT TAGS ON DESIGN DRAWINGS DO NOT NECESSARILY REFLECT BUILDING EQUIPMENT TAGS. DRAWING TAGS ARE FOR THIS PROJECT ONLY AND ARE TO BE USED ONLY FOR REFERENCE. COORDINATE SPECIFIC EQUIPMENT TAG INDICATIONS WITH BUILDING ENGINEER AND ANY BUILDING AUTOMATION SOFTWARE FOR CORRECT AND ACCURATE REFERENCE TAGS. PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1 /2 INCH HIGH FOR EQUIPMENT NAME AND %" FOR EQUIPMENT INFORMATION. HANGERS AND SUPPORTS PROVIDE ALL NECESSARY DUCTWORK AND PIPE SUPPORTS, HANGERS, RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE, NATURAL OR SYNTHETIC FABRIC STRAPS, OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. SPECIFIED INSULATION THICKNESS FOR ALL DUCTWORK AND PIPING SHALL BE MAINTAINED AT ALL SUPPORTS. ALL DUCTWORK HANGERS AND SUPPORTS SHALL BE IN STRICT ACCORDANCE WITH THE 2005 SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE AS OUTLINED IN FLORIDA MECHANICAL CODE, SECTION 603.10. WARRANTY/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF 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 THEIR 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 FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. HEATING/VENTILATING/AIRCONDITIONING SPECIFICATIONS SCOPE OF WORK: WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: THIS PROJECT INCLUDES THE INTERIOR RENOVATIONS TO THE THE ZEPHYRHILLS NURSING AND REHAB CENTER LOCATED IN ZEPHYRHILLS, FLORIDA. EQUIPMENT: AIR HANDLING UNIT(S): AIR HANDLING UNIT(S) ARE EXISTING TO REMAIN OR BE RELOCATED. CONTRACTOR SHALL CLEAN, INSPECT, AND AND TEST UNIT FOR PROPER OPERATION BEFORE RETURNING TO SERVICE. TESTING AND BALANCING CONTRACTOR SHALL RE -BALANCE UNIT AS REQUIRED BY DESIGN DOCUMENTS. SEE MECHANICAL SCHEDULES FOR BASIS OF DESIGN FOR REPLACEMENT AIR HANDLING UNIT AND CONDENSER (AHU-1 AND CU-1). TEMPORARY COOLING/VENTILATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY COOLING/VENTILATION TO THE AFFECTED AREAS DURING CONSTRUCTION. ALL TEMPORARY AIR HANDLING UNITS SHALL BE REQUIRED TO CONTAIN 30% PRE -FILTERS AND 90% FINAL FILTERS. THE TEMPORARY AIR HANDLING UNIT(S) SHALL BE INTERLOCKED WITH ALL ASSOCIATED EXHAUST FANS AND CONNECTED TO THE EXISTING BUILDING FIRE ALARM SYSTEM WHILE IN USE. THE USE OF TEMPORARY "SPOT COOLER" UNITS IS ACCEPTABLE UPON OWNER APPROVAL. CONDENSATE DRAINS: PIPING SHALL BE TYPE L COPPER, MINIMUM 3/4" DIAMETER. ROUTE AS INDICATED ON PLANS. INSULATE WITH %" ARMAFLEX INSULATION RATED FOR PLENUM APPLICATION, FOR INDOOR APPLICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COPPER PIPING THAT PENETRATES MASONRY WALLS SHALL BE PROPERLY SLEEVED AND SEALED WEATHERTIGHT AT EACH MASONRY PENETRATION. CONDENSATE PIPING LOCATED OUTDOORS SHALL BE INSULATED WITH 3/4" THICK CLOSED -CELL INSULATION, AND PROTECTED EMBOSSED ALUMINUM JACKET SECURED WITH BANDS, NOT SCREWS. CONTROLS NEW CONTROLS IN COMPLIANCE WITH FACILITY EMS VENDOR POLICY. THE CONTROLS CONTRACTOR SHALL INCLUDE IN THEIR BASE BID PROVISIONS TO UPDATE EXISTING EMS SYSTEM GRAPHICS AND SYSTEM DESIGNATIONS AFFECTED BY THE PROJECT. ALL NEW SYSTEMS SHALL BE PROVIDED WITH ON -BOARD CONTROLS TO ACCOMPLISH SEQUENCES OF OPERATION. AIR DISTRIBUTION EQUIPMENT: FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS AS SCHEDULED ON THE DESIGN DRAWINGS. ALUMINUM CONSTRUCTION IS PREFERRED IN ALL PATIENT CARE AREAS. TITUS, PRICE, AND METAL-AIRE MAY BE SUBSTITUTED AS AN EQUAL. AIR DISTRIBUTION SHALL NOT EXCEED NC-30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. DUCTWORK: MATERIALS: GALVANIZED STEEL (G-90) OF GAUGES CONFORMING TO LATEST EDITION OF SMACNA STANDARDS BASED ON THE FOLLOWING PRESSURE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 1. SUPPLY AIR: 2" W.G. POSITIVE PRESSURE 2. RETURN AIR: 1" W.G. NEGATIVE PRESSURE 3. EXHAUST AIR: 1" W.G. POSITIVE/NEGATIVE PRESSURE ALL DIMENSIONS ARE INSIDE NET FREE AREA. ADJUSTABLE SPUTTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER TRIPLE LOCK ALUMINUM DUCTWORK CONSTRUCTED ENTIRELY WITHOUT THE USE OF ADHESIVE. DUCTWORK SHALL BE PREINSULATED WITH FIBERGLASS INSULATION COVERED IN A FIRE RETARDANT VAPOR BARRIER. DUCT TO BE FLEXMASTER TL-M OR OWNER APPROVED EQUIVALENT. PROVIDE REMOTE CABLE DAMPER OPERATORS FOR DAMPERS INSTALLED IN HARD CEILINGS WHEN ACCESS TO DAMPERS IS NOT AVAILABLE. THE CABLE OPERATORS SHALL INCLUDE CABLE AND WIRE, SOCKET WRENCH OPERATOR WITH MOUNTING BRACKETS AND CABLE CLAMP AND ALL NECESSARY MOUNTING HARDWARE TO ATTACH TO DAMPER SHAFTS AND DUCTWORK. THE OPERATOR SHALL BE INSTALL IN AN ACCESSIBLE LOCATION OR PROVIDED WITH AN ACCESS PANEL. THE REMOTE CABLE DAMPER OPERATORS SHALL BE AS MANUFACTURED BY YOUNG REGULATOR COMPANY OR EQUAL FROM VENTLOCK. FIRE/SMOKE SAFETY CONTROLS: PROVIDE DUCT SMOKE DETECTOR FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR IN THE SUPPLY AND RETURN AIR DUCTS OF ALL UNITS EXCEEDING 2000 CFM. DETECTOR TO SHUT UNIT OFF WHEN ACTIVATED. UNIT INTERLOCKED WITH FIRE ALARM SYSTEM TO SHUT UNIT OFF IF ACTIVATED. DUCT SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA MECHANICAL CODE, SECTION 606 AND NPFA-90A (2012), SECTION 6.4.2.1. PROVIDE FIRE STAT INTEGRAL TO UNIT IN ALL UNIT LESS THAN 2000 CFM. FIRE STAT TO SHUT UNIT OFF WHEN ACTIVATED. VIBRATION ISOLATION: ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH EQUIPMENT WEIGHT AND DUTY. AIR HANDLING UNIT FANS AND COMPRESSOR MAY BE PROVIDED WITH VIBRATION ISOLATION FROM THE FACTORY. PROVIDE FLEXIBLE CONNECTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH AIR -TIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. AIR FILTERS: SEE UNIT SCHEDULES FOR FILTRATION REQUIREMENTS. DUCT ACCESS DOORS FURNISH IN DUCTWORK AS INDICATED AND WHEREVER NECESSARY FOR PROPER ACCESS TO ALL INSTRUMENTS, CONTROLS, FIRE DAMPERS, MOTORIZED DAMPERS AND EQUIPMENT AND FOR CONVENIENT INSPECTION, MAINTENANCE AND REPLACEMENT OF SAME. SIZE SHALL BE AMPLE FOR USAGE. OPENINGS SHALL BE REINFORCED ON ALL SIDES WITH MATERIAL OR DUCTWORK IN WHICH DOORS ARE INSTALLED. HARDWARE - USE VENT LOK HARDWARE THROUGHOUT. ALL DOORS TO BE HINGED WITH BRASS PIN HINGES AND WITH QUICK OPENING LATCHES AS FOLLOWS: 1. REACH -IN DOORS TO 18 IN. HIGH. 2. TWO (2) #150 HINGES W/ONE #90 LATCH. INSULATION: SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS-CORNING, JOHNS MANVILLE, PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL. INSULATION SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION IN A RETURN AIR PLENUM. INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH JOHNS MANVILLE MICROLITE EQ SERIES TYPE 75 OR 100 INSULATION OR APPROVED EQUAL. INSULATION TO HAVE TYPE II FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF: FLAME SPREAD 25 OR LESS, SMOKE DEVELOPED 50 OR LESS. INSTALL INSULATION PER SMACNA STANDARDS, FLORIDA ENERGY CONSERVATION CODE (5TH EDITION) AND MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. MINIMUM INSULATION THICKNESSES ARE AS FOLLOWS: • SUPPLY AND RETURN AIR IN UNCONDITIONED SPACE: 1.5" (R-4.2 MIN.) • SUPPLY AND RETURN AIR IN CONDITIONED INTERIOR SPACE: 1.0" (R-4.3 MIN.) • OUTSIDE AIR: 1.5" (R-6 MIN.) • DUCTWORK OUTSIDE OF BUILDING: 1.5"" (R-6 MIN. SUPPLY, R-4.2 MIN. RETURN) CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. ELECTRICAL PROVIDE ALL 24 VOLT WIRING BETWEEN CONTROL DEVICES AS NECESSARY TO MAKE COMPLETE AND OPERATIONAL SYSTEM. PROVIDE 110/24 VAC TRANSFORMERS AS REQUIRED. COORDINATE WITH ELECTRICAL FOR 120V POWER ROUGH -IN, CONTROL POWER AND WIRING. 24 VOLT WIRING SHALL BE PLENUM RATED CABLE. ALL CONTROL TRANSFORMERS SHALL BE CLASS II. REFRIGERATION PIPING: ALL WORK DESCRIBED IN THIS SECTION SHALL BE PERFORMED ONLY BY SKILLED REFRIGERATION MECHANICS. REFRIGERATION PIPING SHALL BE FIELD FABRICATED. WORKMANSHIP ON THESE SYSTEMS MUST BE GOOD, AND CLEANLINESS OF THE PIPING SYSTEMS IS MANDATORY. WORK THAT DOES NOT MEET THESE CRITERIA SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. THE ENGINEER SHALL DETERMINE WHETHER THE WORK MEETS THESE CRITERIA. PIPING SHALL BE ASTM B280 MUELLER STREAMLINE ACR OR READING HARD DRAWN FACTORY SEALED NITROGEN CHARGED SPECIAL REFRIGERATION DUTY COPPER TUBING. FITTINGS SHALL BE MUELLER OR NIBCO WROUGHT COPPER LONG RADIUS REFRIGERATION TYPE. REFRIGERANT PIPING BELOW GRADE SHALL BE ROUTED IN MINIMUM 4" DIAMETER PVC PIPE SLEEVES TO EACH CONDENSING UNIT. ALL UNDERGROUND REFRIGERANT PIPING SHALL BE CONTINUOUS SOFT -DRAWN TUBING WITH NO UNDERGROUND JOINTS ALLOWED. REFRIGERANT PIPE SIZES SHALL BE SIZED PER A/C EQUIPMENT MANUFACTURER'S RECOMMENDATION BASED ON LENGTH OF RUN BETWEEN CONDENSING UNITS AND AHU'S. SOLDER SHALL BE 4% SILVER/96% TIN WITH MELTING POINT OF 430oF WITH TENSILE STRENGTH OF 14,000 PSI AND SHEAR STRENGTH OF 10,600 PSI, BRIGHT SILVER NON -OXIDIZING COLOR. 95-5 SOLDER WILL NOT BE PERMITTED. DO NOT BRAZE. J.W. HARRIS "STAY--BRITE" AND ENGELHARD "BRAZE -IT 430" ARE ACCEPTABLE. FILL PIPING WITH OIL PUMPED DRY NITROGEN DURING ALL SOLDERING OPERATIONS. BUILD UP 20 PSIG IN SYSTEM WITH R-410A AND THEN INCREASE PRESSURE TO 150 PSIG IN SYSTEM WITH R-410A AND THEN INCREASE PRESSURE TO 150 PSIG IN SUCTION PIPING WITH 350 PSIG IN HIGH SIDE PIPING WITH DRY NITROGEN. TAP ALL FITTINGS WITH RUBBER MALLET. LEAK TEST WITH HALIDE TORCH. REPAIR ANY LEAKS DISCOVERED BY COMPLETELY REMAKING THE LEAKING JOINTS. REPEAT PROCEDURE UNTIL SYSTEM IS PROVEN TIGHT FOR A 24 HOUR PERIOD. BLEED OFF PRESSURE AND EVACUATE SYSTEM TO .1" HG ABSOLUTE, MEASURING SAME WITH ZIMMERLI VACUUM GAUGE OR MANOMETER. BREAK VACUUM BY INJECTING R-410A INTO SYSTEM AT FARTHEST POINT IN PIPING FROM COMPRESSOR. RE -EVACUATE TO .1" HG ABSOLUTE. SYSTEM MUST HOLD THIS VACUUM FOR 15 MINUTES. REPAIR LEAKS AS REQUIRED UNTIL IT DOES. CHARGE SYSTEM WITH PROPER QUANTITY OF REFRIGERANT. COVER ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH .75" AP/ARMAFLEX. INSTALLATION SHALL BE CONDENSATION -FREE, AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. PAINT ALL INSULATION EXPOSED TO OUTDOORS WITH UV PROTECTIVE PAINT PER MANUFACTURER'S RECOMMENDATIONS. PIPE HANGERS, WHERE NEEDED, SHALL BE GRINNELL #260 CLEVIS TYPE, 5'-0" ON CENTER, SECURELY ATTACHED TO BUILDING CONSTRUCTION. California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 F 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP _■ 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 AUMN ROAD ORLANDO, MORIDA 328W CA 3089 VtME 4W-N.IOA ; FAX W.24 04 http: //ww*.petf o-c,om E-Mail to: pel*p•lla.c JOB k 16316 Copyright - All Idaa,, design,, methods and plans indicated a represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed far use an and in connection wllh the speclfled project Nano of the Ideas, dwaigna, inng-anh. methods nr plans shdi be used by or disclosed to any person, firm or corporation for any purpasa whatsoever withwt the written permission of N'in to Engineering. Inc. t REVISIONS: ENGINE,, D: �G E h(, 4 O L � G No.37313 STATE E aF Jose A. I�drques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SPECIFICATIONS - MECHANICAL MOmO2 © 2016 Studio+ GASKETED TOP GENERAL NOTE: ADJUSTABLE SIDES HEPA FILTERED OSHA APPROVED SCRUBBING LADDER MACHINE I � UNIT FLOOR �— UNIT WHEELS FLOOR 7%7I'TIT17777i, ; T�TI ITITITI�TJ� MOBILE EWROMENTAL CONTROLLED UNIT (ECU) DETAIL NOT TO SCALE HIGH PRESSURE LINE TO BE OPEN TO ATMOSPHERE IN SPACE ADJACENT TO AREA OF WORK LOW PRESSURE LINE TO PENETRATE INTO AREA OF WORK MAGNEHELIC DIFFERENTIAL PRESSURE GAUGE MOUNTED ON TEMPORARY PARTITION OUTSIDE AREA OF WORK. 1. ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WITH RESPECT TO NON —CONSTRUCTION AREAS. THIS MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS, EXISTING EXHAUST DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINES DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT NON —CONSTRUCTION AREAS. OPTION TO DISCHARGE HEPA FILTERED AIR FROM NEGATIVE AIR MACHINES INTO ADJACENT AREAS TO BE APPROVED BY AHCA AND BUILDING SAFETY OFFICER. 2. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. 3. THIS DRAWING IS CONCEPTUAL IN NATURE AND INTENDED TO CONVEY THE GENERAL APPROACH TO CONSTRUCTION CONFINEMENT. THE CONTRACTOR AND OWNER'S I.C.R.A. ENFORCEMENT REPRESENTATIVE SHALL COORDINATE LOCATION(S) OF CONFINEMENT PARTITIONS, AIR FILTRATION DEVICES AND SITE ACCESS BASED ON ACTUAL FIELD CONDITIONS. ICRA KEY NOTES O1 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. O 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. O PROVIDE TEMPORARY NEGATIVE AIR MACHINE WITH H.E.P.A. FILTRATION AND MOBILE ENVIRONMENTAL CONTROLED UNIT, (ECU), FOR ALL M.E.P. WORK. NOT ENCASED BY CONSTRUCTION BARRIERS. ® PROVIDE WALK —OFF STICKY MATT. O ROUTE DISCHARGE FROM HEPA FILTERED NEGATIVE AIR MACHINE TO TEMPORARY CONSTRUCTION BARRIER IN CORRIDOR. W rfAftj e � CONTRACTOR SHALL PROVIDE AND INSTALL 'CARBON' PRE —FILTERS ON THE �HEPA FILTERED NEGATIVE AIR MACHINES WHENEVER FLOORING OR ANY OTHER PRESSURE GAUGE DETAIL N TS DIFFERENTIAL PRESSURE GAUGE SPECIFICATION SERVICE: AIR NON—COMBUSTIBLE, COMPATIBLE GASES. (NATURAL GAS 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: f2% OF FULL SCALE (f3% ON — 0 AND f4% ON — 00 RANGES), THROUGHOUT RANGE AT 70-F (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). OVERPRESSURE: RELIEF PLUG OPENS AT APPROXIMATELY 25 PSIG (1.72 KPA), STANDARD GAGES ONLY. TEMPERATURE LIMITS: 20 TO 1407. (-6.67 TO 60'C). SIZE: 4" (101.6 MM) DIAMETER DIAL FACE. MOUNTING ORIENTATION: DIAPHRAGM IN VERTICAL POSITION. CONSULT MANUFACTURE FOR OTHER POSITION ORIENTATIONS. PROCESS CONNECTIONS: A" FEMALE NPT DUPLICATE HIGH AND LOW PRESSURE TAPS — ONE PAIR SIDE AND ONE PAIR BACK. EXTEND CONSTRUCTION CONFINEMENT WALL TO DECK ABOVE NEW CONSTRUCTION CONFINEMENT WALL. "ZIPPER WALL" MAY BE USED NTH OWNER APPROVAL. DIFFERENTIAL PRESS, MONITOR, (MAINTAIN MIN. OF .02" WC.) — EXISTING +O CORRIDOR 400 CFM (ADJ.) =I , CCCCCCCCCCCI ENTRY VESTIBULE O CONSTRUCTION 1 ZONE CZ G 30% FILTER ON ALL EXISTING DIFFUSERS &GRILLES SET TO 600 HEPA FILTERED CFM (ADJ.) NEGATIVE AIR MACHINE W/ CARBON EXISTING WALL OR PARTITION WALK —OFF "STICKY" MAT (TYP. ) 111 I.C.R.A. CONFINEMENT DETAIL W/ ENTRY VESTIBULE PRE —FILTER SET TO 1000 CFM (ADJ.) 101111 NOTES: 1. OCCUPIED AREA SHALL BE MAINTAINED AT POSITIVE PRESSURE RELATIVE TO THE CONSTRUCTION ZONE. PROVIDE DIFFERENTIAL PRESSURE MONITOR. THE CONSTRUCTION ZONE SHALL BE MAINTAINED AT A NEGATIVE (MIN. 0.02" WC) PRESSURE DIFFERENTIAL. THE CONTRACTOR AND FACILITY SHALL MONITOR/RECORD PRESSURES ON AN HOURLY BASIS. 2. THE CONSTRUCTION ZONE SHALL BE ISOLATED FROM OCCUPIED AREAS, INCLUDING THE CEILING CAVITY. 3. ADJUST MAKE UP AIR ON THE AIR HANDLING UNIT SERVING THE CONSTRUCTION ZONE AS REQUIRED TO MAINTAIN PRESSURE REQUIREMENTS. 4. THE CONFINEMENT SYSTEM(S) SHALL REMAIN 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. 6. ONCE WORK IS COMPLETE, THE CONTRACTOR SHALL REMOVE FILTERS OFF THE EXISTING DIFFUSERS AND GRILLES. CLEAN DIFFUSERS, GRILLES AND ASSOCIATED DUCTWORK IF NECESSARY. KEY PLAN (N.T.S.): studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239 357 4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD M-ANDO, FLORIDA 32803 CA 3089 lam 40724o.M ; FAX 4e7—N&1e64 http: //www.ppeeIIna.com E—Mal to: pelopdno.com JOB k 18318 Copyright — All ideas, designs, methods and plane k.dlcated or represented by this drawing rued by and the property of Peninsula Engineering, Inc. and were ere created, evolved ond developed for use on and in connection with the specified project. None of the Id.,, designs, arrongements, methods or plans shall be used by or disclosed to my perm, firm or—poralion for any Purpase ehatsoever without the w6tten permission of Peninsula Engineainq, Inc. a t e REVISIONS: ENGIN.�Ek'2 k CORD: .•'�\C E N , •. ' No. 37313 • If 'o STATE OF i 0 ••e 4 ORO' 4,/ /0,.1 Jose 1°; Marques, 'PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR I.C.R.A. PLAN PHASE 1 - MECHANICAL FIRST FLOOR I.C.R.A. PLAN - PHASE 1 - MECHANICAL 1 1 1 /8" = V-0" PROJECT NORTH TRUE NORTH M 1 0 11 © 2016 Studio+l studio GENERAL NOTE: ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WITH RESPECT TO NON —CONSTRUCTION AREAS. THIS MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS, EXISTING EXHAUST DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINES DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT NON —CONSTRUCTION AREAS. OPTION TO DISCHARGE HEPA FILTERED AIR FROM NEGATIVE AIR MACHINES INTO ADJACENT AREAS TO BE APPROVED BY AHCA AND BUILDING SAFETY OFFICER. 2. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. 3. THIS DRAWING IS CONCEPTUAL IN NATURE AND INTENDED TO CONVEY THE GENERAL APPROACH TO CONSTRUCTION CONFINEMENT. THE CONTRACTOR AND OWNER'S I.C.R.A. ENFORCEMENT REPRESENTATIVE SHALL COORDINATE LOCATIONS) OF CONFINEMENT PARTITIONS, AIR FILTRATION DEVICES AND SITE ACCESS BASED ON ACTUAL FIELD CONDITIONS. ICRA KEY NOTES O1 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. O 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. O5 PROVIDE TEMPORARY NEGATIVE AIR MACHINE WITH H.E.P.A. FILTRATION AND MOBILE ENVIRONMENTAL CONTROLED UNIT, (ECU), FOR ALL M.E.P. WORK. NOT ENCASED BY CONSTRUCTION BARRIERS. © PROVIDE WALK —OFF STICKY MATT. O7 ROUTE DISCHARGE FROM HEPA FILTERED NEGATIVE AIR MACHINE TO TEMPORARY CONSTRUCTION BARRIER IN CORRIDOR. ® 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. KEY PLAN (N.T.S.): California I Florida 221 1 E. 7TH Ave, Suite A, Tampa, Florida 33605 P: 239.357 4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA %W 40714 1 3D FAX 407-N .1e64 http: // : pelOpdn" pelna.can E-Mal taa.Com .100 0: 18318 Coppit - All ideas, designs, methods and pion. indirnted or represented by this dra-9 are owned by and the property of P.m.,* Engineering, Inc. and were created, evolved and developed for use on and in connection with the epeclfled project. None of the idea., desltim arrangements, methods or plans shall be need by or dlsciased to My person, fFrn or corporation for any purpose whoboaver without the written pwrtnission of Peninsula Engineering, Inc. t REVISIONS: ENGINEER S'�1�RECORD: � ..O CO w. No.37313 -a STATE OF S&e - A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR I.C.R.A. PLAN PHASE 2 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR I.C.R.A. PLAN - PHASE 2 - MECHANICAL 1 M1m12 1 /8" = 1'-0" (D © 2016 Studio+I Ill 5 UD I /r / Ji u� 4r f r s1 In s e, to 5 GENERAL NOTE: 1. ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WATT RESPECT TO NON —CONSTRUCTION AREAS. THIS MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS, EXISTING EXHAUST DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINES DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT NON —CONSTRUCTION AREAS. OPTION TO DISCHARGE HEPA FILTERED AIR FROM NEGATIVE AIR MACHINES INTO ADJACENT AREAS TO BE APPROVED BY AHCA AND BUILDING SAFETY OFFICER. 2. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. 3. THIS DRAWING IS CONCEPTUAL IN NATURE AND INTENDED TO CONVEY THE GENERAL APPROACH TO CONSTRUCTION CONFINEMENT. THE CONTRACTOR AND OWNER'S I.C.R.A. ENFORCEMENT REPRESENTATIVE SHALL COORDINATE LOCATION(S) OF CONFINEMENT PARTITIONS, AIR FILTRATION DEVICES AND SITE ACCESS BASED ON ACTUAL FIELD CONDITIONS. ICRA KEY NOTES O1 PROVIDE TEMPORARY CONSTRUCTION BARRIER TO CONFINE WORK, REFER TO ARCHITECTURAL PLANS FOR DETAILS OF CONSTRUCTION BARRIER. PROVIDE o TEMPORARY BLANK —OFF OF EXISTING BUILDING SUPPLY, RETURN AND EXHAUST. PROVIDE CONSTRUCTION EXHAUST. O 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. cn w ® PROVIDE PRESSURE DIFFERENTIAL GAUGE. �5 PROVIDE TEMPORARY NEGATIVE AIR MACHINE WITH H.E.P.A. FILTRATION AND MOBILE ENVIRONMENTAL CONTROLED UNIT, (ECU), FOR ALL M.E.P. WORK. NOT ENCASED BY CONSTRUCTION BARRIERS. © PROVIDE WALK —OFF STICKY MATT. O7 ROUTE DISCHARGE FROM HEPA FILTERED NEGATIVE AIR MACHINE TO TEMPORARY CONSTRUCTION BARRIER IN CORRIDOR. ® 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. KEY PLAN (N.T.S.): California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP8XFP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIOA 32803 CA 3089 V= 40724&16AA ; FAX /0I.N&IN4 http: //r.r...p�I na.com E—MaX to: peWpNna.com JOB it 16318 Copyright - All ideas, design., method. and plms indicoted ar represented by this dr ehq ore owned by and the property a1 Per ... 1a Engineering, Inc. and were created. swlved and developed for use m and in cmnectim with the specified project None of the ideo., designs, orrmgements, methods or plane .hall be u,M by or disdosed to any pevsm, firm m corpmotim for any purpose whatsoever Without the written permission f Peninsula Engineering. Inc. �\ t e REVISIONS: ENGINEER ��3�QfEGQIRD: 0. ' No. 37313 • • tea STATE OF Jose10t.° Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR I.C.R.A. PLAN PHASE 3 - MECHANICAL FIRST FLOOR I.C.R.A. PLAN - PHASE 3 - MECHANICAL 1 1 /8" = V-0" PROJECT NORTH TRUE NORTH Mlm13 © 2016 Studio+ GENERAL NOTE: studio 1. ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WITH RESPECT TO NON —CONSTRUCTION AREAS. THIS MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS, EXISTING EXHAUST DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINES DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT NON —CONSTRUCTION AREAS. OPTION TO DISCHARGE HEPA FILTERED AIR FROM NEGATIVE AIR MACHINES INTO ADJACENT AREAS TO BE APPROVED BY AHCA AND BUILDING SAFETY OFFICER. 2. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. 3. THIS DRAWING IS CONCEPTUAL IN NATURE AND INTENDED TO CONVEY THE GENERAL APPROACH TO CONSTRUCTION CONFINEMENT. THE CONTRACTOR AND OWNER'S I.C.R.A. ENFORCEMENT REPRESENTATIVE SHALL COORDINATE LOCATION(S) OF CONFINEMENT PARTITIONS, AIR FILTRATION DEVICES AND SITE ACCESS BASED ON ACTUAL FIELD CONDITIONS. ICRA KEY NOTES O 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. O 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. O5 PROVIDE TEMPORARY NEGATIVE AIR MACHINE WITH H.E.P.A. FILTRATION AND MOBILE ENVIRONMENTAL CONTROLED UNIT, (ECU), FOR ALL M.E.P. WORK. NOT ENCASED BY CONSTRUCTION BARRIERS. © PROVIDE WALK —OFF STICKY MATT. 7� ROUTE DISCHARGE FROM HEPA FILTERED NEGATIVE AIR MACHINE TO TEMPORARY CONSTRUCTION BARRIER IN CORRIDOR. ® 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. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 VX VNILIM ; FAX /Q1216.1W http://n .p u.com E—Mal to: pel♦Optlelfla.com JOB it 16316 Ccpt,ight - All Ideas, designs, methods and plan, indlcatsd a represented by this drawing are owned by and the property of Peninsula Englneering, Inc. and were created, evolved and developed far use an and in connection with the specified project. None of the ideos, designs, arrangements, meths a odplans shall he used by or disdo,ed to any person, fem c, corporation for any purpose whatsoevwr without the written permission of Peninsula Engineering, Inc. % t REVISIONS: ENGINEf��K`REC0RD: i e \G�Ns,;-- w No. 37313 STATE OF . :. OQ" . .;' - gy' �'' P p042� ,, L Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR I.C.R.A. PLAN PHASE 4 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR I.C.R.A. PLAN - PHASE 4 - MECHANICAL 1 1/8" = 1'-Orr Mlm14 2016 Studio+1 studio GENERAL NOTE: ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WITH RESPECT TO NON —CONSTRUCTION AREAS. THIS MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS, EXISTING EXHAUST DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINES DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT NON —CONSTRUCTION AREAS. OPTION TO DISCHARGE HEPA FILTERED AIR FROM NEGATIVE AIR MACHINES INTO ADJACENT AREAS TO BE APPROVED BY AHCA AND BUILDING SAFETY OFFICER. 2. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. 3. THIS DRAWING IS CONCEPTUAL IN NATURE AND INTENDED TO CONVEY THE GENERAL APPROACH TO CONSTRUCTION CONFINEMENT. THE CONTRACTOR AND OWNER'S I.C.R.A. ENFORCEMENT REPRESENTATIVE SHALL COORDINATE LOCATION(S) OF CONFINEMENT PARTITIONS, AIR FILTRATION DEVICES AND SITE ACCESS BASED ON ACTUAL FIELD CONDITIONS. ICRA KEY NOTES O1 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. O 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. 50 PROVIDE TEMPORARY NEGATIVE AIR MACHINE WITH H.E.P.A. FILTRATION AND MOBILE ENVIRONMENTAL CONTROLED UNIT, (ECU), FOR ALL M.E.P. WORK. NOT ENCASED BY CONSTRUCTION BARRIERS. © PROVIDE WALK —OFF STICKY MATT. O7 ROUTE DISCHARGE FROM HEPA FILTERED NEGATIVE AIR MACHINE TO TEMPORARY CONSTRUCTION BARRIER IN CORRIDOR. ® 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. KEY PLAN (N.T.S.): California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: ENGIP�t £�� RECORD: >> HE 0 ' Q��. ,.�\G E NSA"• 4G ".. No.37313 u p STATE 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA IIXE 10711d18b ; ; FAX 101.2/61El4 http•//w .ppelfla.ca E—Moll to: pelOpelfla.com JOB kill: 16318 Copyright — NI Ideas, deigns, methods and plane indicated ar represented by this drawing are owned by and the property of Panineula Fnglneedng, Inc. and were created, ewlwd and developed for uu on and In connection with the sp.clfkd project. None of the ideas. designs, arrungemeta, method. or plans shall be used by or disclosed to any person, fine ar corporation for any purpose whatsoever without the written permission of Peninsula Engneering. 6�t i J666' A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR I.C.R.A. PLAN PHASE 5 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR I.C.R.A. PLAN - PHASE 5 - MECHANICAL 1 1�1� M1n15 1 /8" = 1 '-0" (D © 2016 Studio+ GENERAL NOTE: ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WITH RESPECT TO NON —CONSTRUCTION AREAS. THIS MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS, EXISTING EXHAUST DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINES DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT NON —CONSTRUCTION AREAS. OPTION TO DISCHARGE HEPA FILTERED AIR FROM NEGATIVE AIR MACHINES INTO ADJACENT AREAS TO BE APPROVED BY AHCA AND BUILDING SAFETY OFFICER. 2. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. 3. THIS DRAWING IS CONCEPTUAL IN NATURE AND INTENDED TO CONVEY THE GENERAL APPROACH TO CONSTRUC11ON CONFINEMENT. THE CONTRACTOR AND OWNER'S I.C.R.A. ENFORCEMENT REPRESENTATIVE SHALL COORDINATE LOCATION(S) OF CONFINEMENT PARTITIONS, AIR FILTRATION DEVICES AND SITE ACCESS BASED ON ACTUAL FIELD CONDITIONS. ICRA KEY NOTES O1 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. O HEPA FILTERED NEGATIVE AIR MACHINE. MACHINE SHALL BE 120V, SINGLE PHASE WITH ADJUSTABLE FAN CAPABLE OF PULLING A NEGATIVE MIN. OF 0.002" WC. O 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. O PROVIDE TEMPORARY NEGATIVE AIR MACHINE WITH H.E.P.A. FILTRATION AND MOBILE ENVIRONMENTAL CONTROLED UNIT, (ECU), FOR ALL M.E.P. WORK. NOT ENCASED BY CONSTRUCTION BARRIERS. © PROVIDE WALK —OFF STICKY MATT. O ROUTE DISCHARGE FROM HEPA FILTERED NEGATIVE AIR MACHINE TO TEMPORARY CONSTRUCTION BARRIER IN CORRIDOR. �8 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. KEY PLAN (N_T.S.): California I Florida 2211 E. 7TH Ave. Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32W3 3089 011 4W1461� FAX 4a7246.M4 http://www. tdfla.m co E—Mal ta: p��OpeMa.ccxn JOB /t 16316 Copyright A ideas, designs, methads and plans indicated or repre—tad by this drawing are owned by and the property of Peninwla Engineering, Inc. and were created, evoked and developed far use an and In connection with the epeclfled project. None of the Ideas, design,, or, ang—ants, .. hrd& ar plans fall be send by ar dixloned to any person, firm w—p—tion fa any purpaee whatsoever without the written permii.i. of Peninsula Engineering, Inc. _ N10 t REVISIONS: ENGINE�RORR"-, RD: No. •. 373 � 3 U` STATE OFF C' ll %r,'S'OA/AL �,�` Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR I.C.R.A. PLAN PHASE 6 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR I.C.R.A. PLAN - PHASE 6 - MECHANICAL 1 z/'/� M1m16 1 /8" = 1'-0" 0 © 2016 Studio+ studio GENERAL NOTE: 1. ASSURE THAT AREAS OF CONSTRUCTION ARE MAINTAINED AT A NEGATIVE RELATIVE PRESSURE WITH RESPECT TO NON —CONSTRUCTION AREAS. THIS MAY BE ACCOMPLISHED BY USING EXISTING EXHAUST SYSTEMS, FILTERED NEGATIVE AIR MACHINES ROUTED TO OUTDOORS, EXISTING EXHAUST DUCTWORK, HEPA FILTERED NEGATIVE AIR MACHINES DUCTED TO UNOCCUPIED SPACE OUTSIDE THE AREA OF CONSTRUCTION OR ANY COMBINATION OF THE ABOVE. MAINTAIN NORMAL AREA PRESSURE RELATIONSHIPS IN ADJACENT NON —CONSTRUCTION AREAS. OPTION TO DISCHARGE HEPA FILTERED AIR FROM NEGATIVE AIR MACHINES INTO ADJACENT AREAS TO BE APPROVED BY AHCA AND BUILDING SAFETY OFFICER. 2. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. 3. THIS DRAWING IS CONCEPTUAL IN NATURE AND INTENDED TO CONVEY THE GENERAL APPROACH TO CONSTRUCTION CONFINEMENT. THE CONTRACTOR AND OWNER'S I.C.R.A. ENFORCEMENT REPRESENTATIVE SHALL COORDINATE LOCATION(S) OF CONFINEMENT PARTITIONS, AIR FILTRATION DEVICES AND SITE ACCESS BASED ON ACTUAL FIELD CONDITIONS. ICRA KEY NOTES Ot 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. O 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. �5 PROVIDE TEMPORARY NEGATIVE AIR MACHINE WITH H.E.P.A. FILTRATION AND MOBILE ENVIRONMENTAL CONTROLED UNIT, (ECU), FOR ALL M.E.P. WORK. NOT ENCASED BY CONSTRUCTION BARRIERS. © PROVIDE WALK —OFF STICKY MATT. O ROUTE DISCHARGE FROM HEPA FILTERED NEGATIVE AIR MACHINE TO TEMPORARY CONSTRUCTION BARRIER IN CORRIDOR. ® 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. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FL3OpRIIDA 49 32603 101E 101-N&189 ; FAX /0714110/ http://www.pelflo.com E—Mol to: peeiflc.cam JOB it 16318 Cap,nght - All id-,% designs, methods and plms iodlcaled or represented by this drowmg ore owned by and the property of Peninsula Engineering, Inc. and were rreoted, evalwd and developed V use m and in connectim with the specified project. None of the Ideas. designs, an.9-ants. methods or plons shall be used by or disclosed to any person, fine or corporotion for any purpose whatsoever withcul the written p—mm of Peninsula Enginearhig, Inc. /r,� t REVISIONS: ENGINEERtOPRECORD: � .f p�•'•�\GENS�c•., c � ,� No. 37313 N STATE OF a{_ Jose A. Marques,,Pa , FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR I.C.R.A. PLAN PHASE 7 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR I.C.R.A. PLAN - PHASE 7 - MECHANICAL 1 Mlm17 1 /8" = 1'-0" (D © 2016 Studio+1 GENERAL NOTES: dio A 1. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 2. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5-0° FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: Q1 REMOVE EXISTING SUPPLY AIR DUCTWORK AND AIR DISTRIBUTION DOWNSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. O REMOVE EXISTING RETURN AIR DUCTWORK AND AIR DISTRIBUTION UPSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. SUPPLY AIR FROM RTU-5 RETURN AIR TO RTU-6 SUPPLY AIR FROM RTU-6 KEY PLAN (N.T.S.): California I Florida 2211 F 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357A983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 VW 407-N&IM ; FAX 407—NEI664 http://www.polfla.com E—Ma0 to: pol"Ifla.oam JOB it 16316 Capyriot - All ideas, d-gns, methods and plans Indicated or represented by this drawinq 7owned by and the property of Peninsula gin -ring, Inc. and were created, —1.d! and developed for Use an and In connection with the specified project. None of the td—a designs, arrangements, methods ar plans shall be used by or disclosed to any person, firm ar corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. O TO It REVISIONS: ENGINEER OHCORD: ' • No. 37313 W W STATE OF i' p ; Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 16�.Y1Jal � �1L� 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 1 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 1 - MECHANICAL 1 (J% 1 /8" = V-Orr M2ml O 2016 Studio+ 4 1. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 2. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5-0" FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: O1 REMOVE EXISTING SUPPLY AIR DUCTWORK AND AIR DISTRIBUTION DOWNSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. O REMOVE EXISTING RETURN AIR DUCTWORK AND AIR DISTRIBUTION UPSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. KEY PLAN (N.T.S.): California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP �- 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2018 ALDEN ROAD ORLANDO, FLORIDA 32W3 CA 3009 M 497248.1000 ; FAX 407146.1064 http- //www.paflla cam E—Mal to: pe eMa.cam JOB #� 16316 Copyright - MI ideas, designs, methods and plans indicated or represented by this drawing are owned by and the prop erly of peninsula Engineering, Inc. and were created, —I.d and d—loped for use on and In connection with the speclflad project. None of the Ideas, designs, arrongements, methods or plans shall be used by or discioeed to any person, firm or corporation for any purpose whMs— without the written permission of Peninsula Engineering, Inc. /"�\ t REVISIONS: ENGINEER 0� tA`QRD: • ��G EMS•''• fGG No.37313 STATE OFcc 0� . • 4ORTOP ••.4 ' �^ Jo;PAvMarq%iW,' PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS-. 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE_ 12/16/2016 SHEET TITLE FIRST FLOOR DEMOLITION PLAN PHASE 2 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 2 - MECHANICAL 1 M2n12 1 /8" = 1 '-0" (D (D Oc 2016 Studio+ I GENERAL NOTES: ® EG—E ( •-' 90 - — i CD—E r go I00II CD-E'_- Jt r�,�`� �I I I¢ 280 AHU-4 �� I I I I ` �- � � ;i•I a 2020 CFM (EXIST.) 90 I.� , — 18J)�D i J 10 TON of j lJ � (EXIST.) x R(- III III o Ii I IrrI II I _—I - -- 3 140 EE 20 Ir'I I80•-6 E 20 CFM D�E —0 EG—E ROOF) 00 1 9 `_ �- 2EF 0 (ON IL- Li,� 14X8 14-X14=: I I — — — — — J I I em R EG X I I 670 CD -OE L— ,220 - _. w I EG ; • I E-77, --- CD-RII � 5�:`OI CD-E �_ . 90 E I ILL i i � I? 90 -� LLJ C" J II II II II CL CO x r II II 1 -- -__ = I L 6_- II _-� 00II CD-E I I I I , 90 II `JI II olI m I Ix ; I I IL .I �y CD-E I00 t _I -I- n EG-E EG_E I XI 190 II • 90 90 �:OF CO II • J I OD E9oE E9oEI 110 I I I I �,. r I D-E 1 I 90 90 II I 1N � II I II � II I 1,1100 1 I I I' I I I I ,` I I� 60 1 II `,II CD-E 11 I km Q -a'i 140 �� I I I CD III; II I� �T r s 90 I r I ILI CD—E 90 E90 , 0 PTAC—D PTAC—D it I t CD-E CD-E CD-E �\ CD-E CD-E 250 250 200 In II- ri IWAI FIN Is MWIAVA IN, 46, FIRM 5 SUPPLY AIR 1 FROM RTU-5 12X14 _ — — 1 OX14 _ _ / n — — 14X14— ---- —1 —_— A------ I�I �� I IN 20X16 1 I _ j 1 Kllt-— — — —� I zoo l l I 250 � � , � �O— — �200 .... ------ — — — SUPI26Xl8 / 36X18�� 'AIRS FROMirRT�l U) a, U) 5 = —5 ,.-- , 5 WE 5 5 H R Ln 5 5 r 0 5 5 at, 1, VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASES CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 2. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5-0" FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: O1 REMOVE EXISTING SUPPLY AIR DUCTWORK AND AIR DISTRIBUTION DOWNSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. O2 REMOVE EXISTING RETURN AIR DUCTWORK AND AIR DISTRIBUTION UPSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. �3 CONTRACTOR SHALL VERIFY PROPER OPERATION OF EXISTING SMOKE DETECTOR. DETECTOR SHALL SHUTDOWN ASSOCIATED UNIT IF DETECT IS ACTIVATED. KEY PLAN (N.T.S.)- California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357,4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 — P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 P INSULA Englewood, CO 80111 P:303.773.0436 ENGINEERING F:303.773.0053 2016 ALDEN ROAD ORLANDO FLORIDA 32803 �A 3089 1tXPE 407111 ; FAX 40714Q1664 http: //www. f c.com a E—Mi to perMpeiflc.corn JOB 0: 16316 Cap,right —All ideas, deslgne, methods and plain Indicated or represented by this drawing are owned by and the property of Penlnwla Inglnewing, Inc and were created, evolved and developed for use on and in connection with the spedfied project None of the Ideas, designs, arrangements, methods or plans shall be used by or disdased to any persan, firm or corporation for any purpose whatsoever without the wr(llen perrnlssion of Peninsula EngNeertng, Inc. /j1 t REVISIONS: ENGINI fTR OF RECQRD: ti .•'��G E NSc� •. -v • STATE OF Josef* Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 3 - MECHANICAL 0 �/ / '/ / 01 FIRST FLOOR DEMOLITION PLAN - PHASE 3 - MECHANICAL PROJECT NORTH TRUE NORTH (D M2m13 0 2016 Studio+ GENERAL NOTES: SUPPLY DUCT FROM RTU-4 SUPPLY DUCT FROM RTU-3 RETURN DUCT TO RTU-3 EXHAUST DUCT FROM EF-2 SUPPLY DUCT FROM RTU-4 1. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 2. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5-0" FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: Ot REMOVE EXISTING SUPPLY AIR DUCTWORK AND AIR DISTRIBUTION DOWNSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. O2 REMOVE EXISTING RETURN AIR DUCTWORK AND AIR DISTRIBUTION UPSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. O3 REMOVE EXISTING EXHAUST AIR DUCTWORK AND AIR DISTRIBUTION UPSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. ® REMOVE EXISTING SPLIT —SYSTEM AIR HANDLING UNIT (AHU-1) FROM MECHANICAL CLOSET. REMOVE EXISTING SPLIT —SYSTEM CONDENSING UNIT (CU-1) FROM EXTERIOR OF BUILDING. © REMOVE EXISTING REFRIGERANT PIPING BETWEEN SPLIT —SYSTEM UNITS. O7 REMOVE EXISTING CONDENSATE DRAIN AND SUPPORTS. ® REMOVE EXISTING SUPPLY DUCT UP TO MAIN SUPPLY DUCT ABOVE CEILING. REMOVE SMOKE DETECTOR ALONG WITH VERTICAL PORTION OF DUCTWORK. REMOVE EXISTING RETURN DUCT UP TO MAIN RETURN DUCT ABOVE CEILING. REMOVE SMOKE DETECTOR ALONG WITH VERTICAL PORTION OF DUCTWORK. 10 REMOVE OUTDOOR AIR DUCTWORK FROM BACKSIDE OF LOUVER TO AIR HANDLING UNIT, CU-1 - - _ (REMOVED; EXISTING O/A LOUVER / 8 FID F— — — AHU-1 (REMOVED) ENLARGED PLAN - MECH. CLOSET 1 2 1 3/8" = 1'-01, PTAC KEY PLAN (N.T.S.): studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 VW 40714LUM ; FAX 407141064 http://w .peffla.c E—Mal to: pelOpeifla.corn JOB of 16316 Copyright - NI ideas, designs, methods and plans indicated or represented by this drawing are awned by and the property of Peninsula Englneering, Inc. and were created, evolved and developed for use on and In connection with the specified protect. None of the Ideas, designs, arr.gam.ts, methods orplans shall bn used by w dieclaend to any person, ben w 11Motion fw any purpose whatsoever without the writt. permission of Peninsula Engneemq, Inc. 0 not REVISIONS: ENGINEER,OF RECORD: w'. 37313 U' -v STATE OF CCU .a Jose A. Margpg%, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE - FIRST FLOOR DEMOLITION PLAN PHASE 4 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 4 - MECHANICAL 1 1 /8" = 1'-10rr M2m14 © 2016 Studio 1 GENERAL NOTES: 1. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 2. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5'-0" FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: O1 REMOVE EXISTING SUPPLY AIR DUCTWORK AND AIR DISTRIBUTION DOWNSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. O2 REMOVE EXISTING RETURN AIR DUCTWORK AND AIR DISTRIBUTION UPSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. PTAC—D PTAC—D KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 ' M N Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3088 W 401240.16E6 ; FAX 4071WI064 http•//www.p Aa.cam E—AIo1 to pel'OparA=— JOB & 18316 Copyright — NI Ideas, designs, methods and plans Indkated or represented by this drawing ore owned by and the property of Peninsula Englnearing, Inc. end were created, ewlwd and developed far use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shell be used by or disclosed to any person, firm or corporalloa for any purpose whatsoever withal the written permission of Peninsula Engineering, Inc /f\ t REVISIONS: ENGINEER OF,RECO,RD: pwe` �' �` G ' No.37313 `a STATE OF +' %• �� we. �L O R IMP •' �{> .�� v /Olga A L. Jose °P?MtirgbW,' PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE 12/16/2016 SHEET TITLE FIRST FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN - PHASE 5 - MECHANICAL PHASE 5 - MECHANICAL PROJECT NORTH TRUE NORTH 1 1 /8" = 1'-0" M2ml 5 9 2016 Studio+ studio GENERAL NOTES: 1. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 2. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5'-0- FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: O1 REMOVE EXISTING SUPPLY AIR DUCTWORK AND AIR DISTRIBUTION DOWNSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. O REMOVE EXISTING RETURN AIR DUCTWORK AND AIR DISTRIBUTION UPSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. O3 REMOVE EXISTING RETURN AIR DUCTWORK AND AIR DISTRIBUTION UPSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. ® REMOVE PORTION OF EXISTING RETURN AIR MAIN DUCTWORK. DUCT RUN WILL BE ENLARGED DURING NEW WORK. SEE RENOVATION PLAN. O5 CONTRACTOR SHALL VERIFY PROPER OPERATION OF EXISTING SMOKE DETECTOR. DETECTOR SHALL SHUTDOWN ASSOCIATED UNIT IF DETECT IS ACTIVATED. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 328M CA 3068 VOICE 1071/1LION ; FAX 4072/&M http: //wrw.pdfla.com E—Mal to: pelOpelflacom JOB /c 16316 Cap,righl — All ideas, m thods and plans indicated or represenlcd by this drannq ore owned by and the property of peninsula Engineering. Inc. and were created, evolved and developed for use on and In connection with the epeclfied project. None of the Id—, 6 igns, orrangwnente, maUrods or Alone'twit be uaed by or diseiosed to any perms, fine or corporation for any pvWo whatsoaver without the written penniesion of f eninwla Enynea,ny, Inc. C It REVISIONS: ENGINI.ER;OF RECORD: •. �„ '' Y �d •'••�.�GEIVs�.e•�G * Np• 37313 ;�'• S TA-r Al E OF b/ Jose "k..' Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 6 we MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 6 - MECHANICAL 1 tx� M2m16 1 /8" = 1 '-0" U) 0 © 2016 Studio+ GENERAL NOTES: c;tudio 1. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 2. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5'-0- FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: O1 REMOVE EXISTING SUPPLY AIR DUCTWORK AND AIR DISTRIBUTION DOWNSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. O2 REMOVE EXISTING RETURN AIR DUCTWORK AND AIR DISTRIBUTION UPSTREAM OF POINT OF DISCONNECT. PATCH REMAINING DUCTWORK AIRTIGHT AND INSULATE TO MATCH EXISTING. �3 CONTRACTOR SHALL VERIFY PROPER OPERATION OF EXISTING SMOKE DETECTOR. DETECTOR SHALL SHUTDOWN ASSOCIATED UNIT IF DETECT IS ACTIVATED. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2018 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 VW 4Q/.N8.M ; VAX 101.N&164 http://wtw. na.com E—Mal to: ps�Illa.Com JOB * 16316 Copyright — AI Idea., designs, methods and plan, indkat•d ar represented by this drawing are ownwd by and the property of Peninndn Engineering, Inc. and were created, awlvod and developed In' use on and iri connection with the spedfied protect. Nine of the ideas, deslgns, arrangements, methods nr plans shall be used by or dlsdosed to any persm, fir,ar, corparotion for any purpose hat wsoever without the written permission cf Peninsula Engineering, Inc. & t REVISIONS: ENGINEE(�pE RECORD: BOG' ,\CErys'•. >� No. 37313 . m vj p • S WrE OF Jose l . MdfjSes, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 7 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 7 - MECHANICAL 1 M2m17 (0 2016 Studio I GENERAL NOTES: Studio SUPPLY AIR FROM RTU-5 RETURN AIR TO RTU-6 SUPPLY AIR FROM RTU-6 1. RE —BALANCE ALL EXISTING DEVICES TO NEW AIR FLOWS SHOWN IN DIFFUSER/GRILLE TAGS WITHIN SCOPE AREA. 2. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 3. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5-0" FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: O1 CONNECT TO EXISTING SUPPLY AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. �2 CONNECT TO EXISTING RETURN AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. RE —BALANCE EXISTING RETURN/EXHAUST GRILLES IN CORRIDOR TO MAINTAIN OVERALL BUILDING PRESSURIZATION. RATED LID NOTE: ALL CEILINGS ARE FIRE RATED. ALL EXISTING DIFFUSER/GRILLES/REGISTERS ARE EQUIPPED WITH INTEGRAL FIRE DAMPERS. ALL NEW DIFFUSERS/GRILLES AND REGISTERS SHALL BE OF SIMILAR TYPE WITH INTEGRAL FIRE DAMPERS AND INSTALLED PER MANUFACTURER INSTRUCTIONS FOR FIRE —RATED ASSEMBLIES. HVAC EQUIPMENT RE -BALANCING: AT THE CONCLUSION OF THIS PHASE OF CONSTRUCTION, THE FOLLOWING MECHANICAL EQUIPMENT SHALL BE RE —BALANCED TO THE LISTED AIRFLOWS TO ENSURE PROPER BUILDING PRESSURIZATION. EXHAUST FAN EF-8 SUPPLY AIR: RETURN AIR: OUTDOOR AIR: 660 CFM (-100 CFM) 6,455 CFM (+230 CFM) 5,100 CFM (+155 CFM) 1,355 CFM (+75 CFM) KEY PLAN (N.T.S.)- California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 "l" H,71 Englewood, CO 80111 ENGINEERING P:303.773.0436 IN F:303.773.0053 2016 ALDEN ROAD ORLANDO FLORIDA 32803 �A 3089 Yp(f 40724&1fXX4 ; FAX 407.2M, OR http;//www.pefflo.com E—Mori to: p4W"Ifla.00m JOB # 16316 Copyright — All ideas, designs, methods and plane indicated or represented by thls drowhg are owned by and the property of Peninsula Engineming, Inc. and were created, ml.d and de id ped for use on and in connection with the specified project. None of the ideas, designs, arrang—ents, methods or plans shall be used by n disclosed to any person, film or corporation for any purpose whatsoew without the written permission of Peninsula Enyineming, Inc. ZOI t a REVISIONS: ENGINEER,OF RGORD: � Na. 37313 OF� `� '•. Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR RENOVATION PLAN PHASE 1 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 1 - MECHANICAL 1 M3ml 1 C0 2016 Studio+ s;tudio+ PTAC—D PTAC—D d - SCOPE GENERAL NOTES: 1. RE —BALANCE ALL EXISTING DEVICES TO NEW AIR FLOWS SHOWN IN DIFFUSER/GRILLE TAGS WITHIN SCOPE AREA. 2. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 3. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5'-0e FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: Ol RE —BALANCE EXISTING RETURN/EXHAUST GRILLES IN CORRIDOR TO MAINTAIN OVERALL BUILDING PRESSURIZATION. IWAVA OLIO ► • _ ALL CEILINGS ARE FIRE RATED. ALL EXISTING DIFFUSER/GRILLES/REGISTERS ARE EQUIPPED WITH INTEGRAL FIRE DAMPERS. ALL NEW DIFFUSERS/GRILLES AND REGISTERS SHALL BE OF SIMILAR TYPE WITH INTEGRAL FIRE DAMPERS AND INSTALLED PER MANUFACTURER INSTRUCTIONS FOR FIRE —RATED ASSEMBLIES. RESIDENT ROOM PTAC UNIT NOTE: EXISTING RESIDENT ROOMS ARE SERVED BY PTAC UNIT TO CONTROL SPACE TEMPERATURE. VENTILATION (OUTDOOR) AIR IS SUPPLIED TO EACH ROOM VIA A CENTRALIZED AIR HANDLING UNIT ON ROOF, SEE PLAN M3.21. NO OUTDOOR AIR SHALL BE SUPPLIED TO THE ROOM THROUGH THE PTAC UNITS. CONTRACTOR SHALL ENSURE ANY OUTSIDE AIR INTAKE OPENINGS/DAMPERS IN THE PTAC UNIT ARE CLOSED AND SEALED SHUT. REFER TO PLAN M3.21 FOR MODIFICATIONS TO CENTRALIZED AIR HANDLING UNITS TO ENSURE THAT CURRENT FILTRATION AND OUTSIDE AIR INTAKE LOCATION REQUIREMENTS ARE SATISFIED. HVAC EQUIPMENT RE -BALANCING: AT THE CONCLUSION OF THIS PHASE OF CONSTRUCTION, THE FOLLOWING MECHANICAL EQUIPMENT SHALL BE RE —BALANCED TO THE LISTED AIRFLOWS TO ENSURE PROPER BUILDING PRESSURIZATION. EXHAUST FAN EF-8 ROOFTOP UNIT RTU-6 SUPPLY AIR: RETURN AIR: OUTDOOR AIR: 580 CFM (-80 CFM) 6,415 CFM (-40 CFM) 5,140 CFM (+40 CFM) 1,275 CFM (-80 CFM) KEY PLAN (N.T.S.)- California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239,357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road --- Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 V= /0731E.11EA ; FAX 10/11Q.1E6/ http: //www.pel la.com E—Mall to: pelOpetflo.com J08 it 16316 Copyright — All ideas, designs, methods and plans indicated a represented by this drowing are owned by and the property of Peninsula Engineering, Inc. and wee created, evolved and developed for use an and it connection with the specified project. None of the idea, designs, arrangements, methods or plans shall be used by a dlsdosed to my person, firm or corporation for any purpose whatsoever without the -itlen pwrrnlssim of Peninsula Englneering, Inc. o It REVISIONS: ENGINEER OF RECORD: n� ErV,'•; fir, 7313 M " Josef 4` Ma yques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 2 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 2 - MECHANICAL 1 M3m121/8"_ 1r-Orr© 2016 Studio+ GENERAL NOTES: !EN ! PA MM, i IIN ON INA lei,. ►..f, ° ,�. � �� _:-- �I M ....._... — �� •�.. I . I� qua- . l�� T.l� . ■ 1 1 ' / / / / .,r. •- � '1 ell 1 (� 1'I � (�1 •11 VA ON 1 - ��j' -tr w� ' 1 ' 1 • � 1 � � � I • • i �' � • •• I r i ■• r � 'el 1 ► ;! ' 1 'rig I 1 e I I_ er � �.� I 1.: -rr' • g �s - : Off!' � r��1 0 `••� � lYier■elr � Lii1k1 e 1 • 1 ' I� u�'(�� l"otri �� , 1 1 ,�!`'t��llp►" � �,'/ I .11 �,� I 'eeswrrsr■■� ru -�—. ■ / � sees 91 FINE BPI W5 INAI� - I /R► ' �► . `�/ -_�• Ir - i�/ !o�wlli'' j' �i •' �i 'vi� ' , MEMO • j�ll �' Erb i 11►-�'�. ;� j��jj�'r� d-'1' 1.►, . �I, ,li� I ., 1 Z �� J (-1, ►. /ice. j.dTr o' . f! 'r I • �` • /• IN ' l ill �� 1/ ! I' r r r- .� ,_,_ �� • . �• � 1�" it �� ,r: �, ,etl`. , � � I • , r �� oA► • � ,'Oi11P r•, ► 'FAIII P � %r / I •, • FA ii ►y.r I rIPA, �,o se 1. RE —BALANCE ALL EXISTING DEVICES TO NEW AIR FLOWS SHOWN IN DIFFUSER/GRILLE TAGS WITHIN SCOPE AREA. 2. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 3. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5-0" FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: Ol CONNECT TO EXISTING SUPPLY AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. O CONNECT TO EXISTING RETURN AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. O3 CONTRACTOR SHALL VERIFY PROPER OPERATION OF EXISTING SMOKE DETECTOR. DETECTOR SHALL SHUTDOWN ASSOCIATED UNIT IF DETECT IS ACTIVATED. RATED LID NOTE: ALL CEILINGS ARE FIRE RATED. ALL EXISTING DIFFUSER/GRILLES/REGISTERS ARE EQUIPPED WITH INTEGRAL FIRE DAMPERS. ALL NEW DIFFUSERS/GRILLES AND REGISTERS SHALL BE OF SIMILAR TYPE WITH INTEGRAL FIRE DAMPERS AND INSTALLED PER MANUFACTURER INSTRUCTIONS FOR FIRE —RATED ASSEMBLIES. RESIDENT ROOM PTAC UNIT NOTE: EXISTING RESIDENT ROOMS ARE SERVED BY PTAC UNIT TO CONTROL SPACE TEMPERATURE. VENTILATION (OUTDOOR) AIR IS SUPPLIED TO EACH ROOM VIA A CENTRALIZED AIR HANDLING UNIT ON ROOF, SEE PLAN M3.21. NO OUTDOOR AIR SHALL BE SUPPLIED TO THE ROOM THROUGH THE PTAC UNITS. CONTRACTOR SHALL ENSURE ANY OUTSIDE AIR INTAKE OPENINGS/DAMPERS IN THE PTAC UNIT ARE CLOSED AND SEALED SHUT. REFER TO PLAN M3.21 FOR MODIFICATIONS TO CENTRALIZED AIR HANDLING UNITS TO ENSURE THAT CURRENT FILTRATION AND OUTSIDE AIR INTAKE LOCATION REQUIREMENTS ARE SATISFIED. HVAC EQUIPMENT RE -BALANCING: AT THE CONCLUSION OF THIS PHASE OF CONSTRUCTION, THE FOLLOWING MECHANICAL EQUIPMENT SHALL BE RE —BALANCED TO THE LISTED AIRFLOWS TO ENSURE PROPER BUILDING PRESSURIZATION. EXHAUST FAN EF-8 580 CFM (-80 CFM) ROOFTOP UNIT RTU-6 SUPPLY AIR: 6,125 CFM (-290 CFM) RETURN AIR: 4,915 CFM (-225 CFM) OUTDOOR AIR: 1,210 CFM (-65 CFM) KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P.239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 A P:303.773.0436 F:303.773.0053 IMIIMI 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 30% V= 4071*M ; FAX 407.4CIW http://www.pe(fic.com E-Ma0 to: pel"fla.com JOB Ift 16316 Copyright — All Ideas, designs, methods and plans indicated or represented by this lowing ore owned by aril the proptrty of Penineuia Enginewing, Inc. and were created, evolved and developed for use m and in connection wlh the specd project. None of the Ideas, designs, oamgensnts, methods a plans shall be used by or disclosed to my person, (em or corporation fa ony purpose wfiatsoeve without the writlm permission of Peninsula Engineering, Inc. & t a REVISIONS: ENGINEER OF. RECORD- Itrk •l0®ado No.37313 Jt, e = x� S rA7-E of / f Al 'fir �•'••••e see• �,�� '!.. Jose °Ar y Aarques, PE, FL Reg. No. 37313 PROJECT TITLE- ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 3 se MECHANICAL FIRST FLOOR RENOVATION PLAN - PHASE 3 - MECHANICAL 1 1 /8" = 1 f-0" PROJECT NORTH TRUE NORTH M3m13 © 2016 Studio+ GENERAL NOTES: 0 .rS N H*^: ��■n��iitilr��u31 R�t61, � �.�= �►,� .� it � WAMM �i ilk• �► �� .- � � � !�I ' I�► �I .� �'' //� � i �' •' 1 \ +'INrh w sl!li16�'.ealAia� 'I ♦. � �� fly , ., ' , , �`�'"'_'�1°= .u�' � :. ., v � ,, II .�•� ! I, S f it � • %' �� ,, Mi� I �y''I : 't I • MA 005 ►','� ./� sae, /' 1 r, 1 '• ® 111 i A19Eo , .,� ,�we•I IrYllllw 1 �.aln� Lam!■. w � •� � �,`r �,, I WWI tIm or- , M • RA Er s in �►.,� :•� -.:�. !/.:.::.�R_.. ,,'E� .�` e _ . � �� 1 . �1,� �� .,,-..ter, ...,..w, i�i�l U%/li�i►Q�: � wires � 1 f ( {( ,, i • ! s, # • . .re....-�� 0 • 1 � � - r R � A 1 ._I _ � � �• I , � • ! • � e.• ( ... ,. . err ■ r I �� • III � I i l • (: • 'lff I e _ �>r �� N � L UP-•� _ jj _ tt 1 //rA • • I1 (��` � �� [ I ��/Iwl ''�* '=' ( � en a'cfa ' 1 ' 1 \� „ e(�,� M, � i(�=I vimr : 1 1 . • •1 ,i v �� /�� , • �r .� � II � III � - :�� • I#le_, A(i � �'I � Q I� .i ii1 �l � ' Lam. a► � ��• `�' . I , r % �"'�' ,.. � �? .��O � " o - r rf , � ,�\ G: `' � c 1 � `_.:..— - - t t � 1 �� • ICI ,� I • 1 e . w. it ear • r'a � L��' r .,�• a �"� �► � � ' , . ,�I � , "' � ° ' 1 i � , ,• A ,� all�� •,�� a _ L_ -........... 1 � r I 0�f604105 W, Al RATED LID NOTE: ALL CEILINGS ARE FIRE RATED. ALL EXISTING DIFFUSER/GRILLES/REGISTERS ARE EQUIPPED WITH INTEGRAL FIRE DAMPERS. ALL NEW DIFFUSERS/GRILLES AND REGISTERS SHALL BE OF SIMILAR TYPE WITH INTEGRAL FIRE DAMPERS AND INSTALLED PER MANUFACTURER INSTRUCTIONS FOR FIRE -RATED ASSEMBLIES. 1 . 1 RESIDENT ROOM PTAC UNIT NOTE: EXISTING RESIDENT ROOMS ARE SERVED BY PTAC UNIT TO CONTROL SPACE TEMPERATURE. VENTILATION (OUTDOOR) AIR IS SUPPLIED TO EACH ROOM VIA A CENTRALIZED AIR HANDLING UNIT ON ROOF, SEE PLAN M3.21. NO OUTDOOR AIR SHALL BE SUPPLIED TO THE ROOM THROUGH THE PTAC UNITS. CONTRACTOR SHALL ENSURE ANY OUTSIDE AIR INTAKE OPENINGS/DAMPERS IN THE PTAC UNIT ARE CLOSED AND SEALED SHUT. REFER TO PLAN M3.21 FOR MODIFICATIONS TO CENTRALIZED AIR HANDLING UNITS TO ENSURE THAT CURRENT FILTRATION AND OUTSIDE AIR INTAKE LOCATION REQUIREMENTS ARE SATISFIED. 1. RE -BALANCE ALL EXISTING DEVICES TO NEW AIR FLOWS SHOWN IN DIFFUSER/GRILLE TAGS WITHIN SCOPE AREA. 2. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE IS IS T S C THIS 0 ENSURE THE BUILDING IS NOT NEGAl1VELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 3. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5'-0" FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: O CONNECT TO EXISTING SUPPLY AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. O2 CONNECT TO EXISTING RETURN AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. 33 CONNECT TO EXISTING EXHAUST AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. ® CAP EXISTING DUCTWORK AND INSULATE TO MATCH EXISTING. O RE -BALANCE EXISTING RETURN/EXHAUST GRILLES IN CORRIDOR TO MAINTAIN OVERALL BUILDING PRESSURIZATION. © PROVIDE NEW SPLIT SYSTEM INDOOR UNIT ON NEW 4" HIGH CONCRETE EQUIPMENT PAD IN EXISTING MECHANICAL CLOSET. 77 PROVIDE NEW SPLIT SYSTEM OUTDOOR UNIT ON NEW CONCRETE EQUIPMENT PAD. MAINTAIN MANUFACTURER RECOMMENDED CLEARANCES AROUND UNIT. REFER TO ARCHITECTURAL PLANS FOR NEW IMPACT PROTECTION WALL FOR UNIT. ® PROVIDE NEW REFRIGERANT PIPING FOR SPLIT SYSTEM. Og PROVIDE NEW 1 CONDENSATE DRAIN FROM INDOOR UNIT TO EXISTING FLOOR DRAIN. 10 EXTEND NEW SUPPLY AIR DUCTWORK UP FROM UNIT DISCHARGE INTO BOTTOM OF EXISTING SUPPLY DUCT ABOVE CEILING. PROVIDE FIRE DAMPER AT CEILING PENETRATION WITH DUCT ACCESS DOOR BENEATH CEILING. 11 EXTEND NEW RETURN AIR DUCTWORK UP FROM UNIT DISCHARGE INTO BOTTOM OF EXISTING SUPPLY DUCT ABOVE CEILING. PROVIDE FIRE DAMPER AT CEILING PENETRATION WITH DUCT ACCESS DOOR BENEATH CEILING. 12 CONNECT TO BACKSIDE OF EXISTING OUTDOOR AIR INTAKE AND PROVIDE NEW 12x12 OUTSIDE AIR DUCT INTO RETURN RISER FOR NEW INDOOR UNIT. 13 PROVIDE TWO —POSITION MOTORIZED DAMPER IN OUTSIDE AIR DUCT. DAMPER SHALL OPEN WHEN UNIT FAN IS ENERGIZED. 14 PROVIDE NEW DUCT —MOUNTED SMOKE DETECTOR IN EXISTING RETURN DUCTWORK. COORDINATE WITH ARCHITECTURAL PLANS TO PROVIDE NEW RATED ACCESS DOOR IN PHYSICAL THERAPY AREA CEILING. 15 PROVIDE NEW RESIDENTIAL STYLE HOOD WITH BUILD —IN SELF—CONTAINED FIRE SUPPRESSION SYSTEM ABOVE ADL KITCHEN STOVE. COORDINATE WITH ELECTRICAL PLANS FOR FIRE ALARM INTERFACE. CU-1 15 TON (NEW) - - - - - --7- F 12x12 O/A AHU-1 -- - - - - -- � � I `� I I I i 3,500 CFM 13 FD F-i, 10 L- --A 9 L------ -- - I --FD ---� i SID ; , __.._._ _.... - ........ ____ X I 14 1 --j- -�- ENLARGED PLAN - MECH. CLOSET 2 3/8" = 1'-0" HVAC EQUIPMENT RE -BALANCING: AT THE CONCLUSION OF THIS PHASE OF CONSTRUCTION, THE FOLLOWING MECHANICAL EQUIPMENT SHALL BE RE -BALANCED TO THE LISTED AIRFLOWS TO ENSURE PROPER BUILDING PRESSURIZATION. EXHAUST FAN EF-2 775 CFM (-335 CFM) EXHAUST FAN EF-9 650 CFM (-110 CFM) ROOFTOP UNIT RT 1�-3 SUPPLY AIR: 5,130 CFM (+30 CFM) RETURN AIR: 4,165 CFM (+335 CFM) OUTDOOR AIR: 965 CFM (-325 CFM) KEY PLAN (N.T.S.): studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239,357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FZ.ORIDA 32803 CA 30 AX tam ,m.zkleee ; rAx 1072/1LNt1/ http• / E—Ma/M.aa OJB m J: 16318 Copoghl All Ideas, designs, methods -d pairs Indicated or represented by this drawing are owned by and the property of Penmwlu Engineering, Inc. and were created, evolved and developed for use an and in connaclon with the specified pra'pct. Nan. of the Ideas designs, arrmgements, methods ar plane shell be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written pumisalon of Peninsula Engineering, Ina /1 t REVISIONS: ENGINE f R r ' RECORD: * 111373 iwee ,3 .• � . � • J Sra��OF 'd'A'sS�Qr1Al- E:t4u' J�p,tpl l Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE- ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 4 - MECHANICAL FIRST FLOOR RENOVATION PLAN - PHASE 4 - MECHANICAL 1 1 /8" = 1 '-0" PROJECT NORTH TRUE NORTH 0 M3m14 © 2016 Studio+ GENERAL NOTES: studio c, O PTAC—D PTAC—D 1. RE —BALANCE ALL EXISTING DEVICES TO NEW AIR FLOWS SHOWN IN DIFFUSER/GRILLE TAGS WITHIN SCOPE AREA. 2. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 3. EXISTING DIFFUSER/GRILLE LOCA11ONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5'-0' FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: O1 CONNECT TO EXISTING SUPPLY AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. HVAC EQUIPMENT RE -BALANCING: AT THE CONCLUSION OF THIS PHASE OF CONSTRUCTION, THE FOLLOWING MECHANICAL EQUIPMENT SHALL BE RE —BALANCED TO THE LISTED AIRFLOWS TO ENSURE PROPER BUILDING PRESSURIZATION. EXHAUST FAN EF-2 ROOFTOP UNIT RTU-3 SUPPLY AIR: RETURN AIR: OUTDOOR AIR: 695 CFM (-80 CFM) 5,095 CFM (-35 CFM) 4,020 CFM (-145 CFM) 1,075 CFM (+110 CFM) RATED LID NOTE: ALL CEILINGS ARE FIRE RATED. ALL EXISTING DIFFUSER/GRILLES/REGISTERS ARE EQUIPPED WITH INTEGRAL FIRE DAMPERS. ALL NEW DIFFUSERS/GRILLES AND REGISTERS SHALL BE OF SIMILAR TYPE WITH INTEGRAL FIRE DAMPERS AND INSTALLED PER MANUFACTURER INSTRUCTIONS FOR FIRE —RATED ASSEMBLIES. RESIDENT ROOM PTAC UNIT NOTE: EXISTING RESIDENT ROOMS ARE SERVED BY PTAC UNIT TO CONTROL SPACE TEMPERATURE. VENTILATION (OUTDOOR) AIR IS SUPPLIED TO EACH ROOM VIA A CENTRALIZED AIR HANDLING UNIT ON ROOF, SEE PLAN M3,21. NO OUTDOOR AIR SHALL BE SUPPLIED TO THE ROOM THROUGH THE PTAC UNITS. CONTRACTOR SHALL ENSURE ANY OUTSIDE AIR INTAKE OPENINGS/DAMPERS IN THE PTAC UNIT ARE CLOSED AND SEALED SHUT. REFER TO PLAN M3.21 FOR MODIFICATIONS TO CENTRALIZED AIR HANDLING UNITS TO ENSURE THAT CURRENT FILTRATION AND OUTSIDE AIR INTAKE LOCATION REQUIREMENTS ARE SATISFIED. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP -_ 2016 Alden Road Orlando, FL 32803 P : 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 VW 40724MIN ; FAX 407-N&1664 http://www.p,Wflo.com E—Man to: pel"flo.00m JOB ot 16316 Cappight — All ideas, designs, methods and plan, Indleated or repre,anted by this drawing ore owned by and the property of Peninsula Englneerhq, Inc. and were ,sated, —:1.d and developed far use on and in con—flon with the 5PKIIIed pro)Kt. None of the Ideas, deso., _angemenls, methods or plms shall be used by or disdosed to my person, fim, or corpmauon for my purpose whatsoever withal the written pwmieeiun of Pwrinwulu Enginedinq, Inc. /jam t REVISIONS. ENGINE1;R QF ,REQRD: .......... w per. '' ��G E lV,�; •, .�� O PJo. 37313 ` S Ta E OF Q c� Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 5 - MECHANICAL FIRST FLOOR RENOVATION PLAN - PHASE 5 - MECHANICAL PROJECT NORTH TRUE NORTH 1 1'-0" M3m15 U) (D 9 2016 Studio+ GENERAL NOTES: 1. RE —BALANCE ALL EXISTING DEVICES TO NEW AIR FLOWS SHOWN IN DIFFUSER/GRILLE TAGS WITHIN SCOPE AREA. 2. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 3. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5'-0- FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: Oj CONNECT TO EXISTING SUPPLY AIR DUCTWORK AND PROVIDE NEW BRANCH DUCTWORK AND DIFFUSER TO SERVE RENOVATED SPACE. �2 PROVIDE NEW PORTION OF RETURN AIR DUCTWORK AND PROVIDE NEW BRANCH DUCTWORK AND GRILLES TO SERVE RENOVATED SPACE. RECONNECT EXISTING RETURN DUCTWORK TO NEW MAIN. O3 PROVIDE NEW EXHAUST DUCTWORK AND GRILLE TO PROVIDE GENERAL EXHAUST IN CORRIDOR/NURSE STATION. O4 PROVIDE MERV-13 FILTERS FOR AHU TO COMPLY WITH CURRENT CODES FOR HEALTHCARE FACILITY FILTRATION REQUIREMENTS. RATED LID NOTE: ALL CEILINGS ARE FIRE RATED. ALL EXISTING DIFFUSER/GRILLES/REGISTERS ARE EQUIPPED WITH INTEGRAL FIRE DAMPERS. ALL NEW DIFFUSERS/GRILLES AND REGISTERS SHALL BE OF SIMILAR TYPE WITH INTEGRAL FIRE DAMPERS AND INSTALLED PER MANUFACTURER INSTRUCTIONS FOR FIRE —RATED ASSEMBLIES. RESIDENT ROOM PTAC UNIT NOTE: EXISTING RESIDENT ROOMS ARE SERVED BY PTAC UNIT TO CONTROL SPACE TEMPERATURE. VENTILATION (OUTDOOR) AIR IS SUPPLIED TO EACH ROOM VIA A CENTRALIZED AIR HANDLING UNIT ON ROOF, SEE PLAN M3.21. NO OUTDOOR AIR SHALL BE SUPPLIED TO THE ROOM THROUGH THE PTAC UNITS. CONTRACTOR SHALL ENSURE ANY OUTSIDE AIR INTAKE OPENINGS/DAMPERS IN THE PTAC UNIT ARE CLOSED AND SEALED SHUT. REFER TO PLAN M3.21 FOR MODIFICATIONS TO CENTRALIZED AIR HANDLING UNITS TO ENSURE THAT CURRENT FILTRATION AND OUTSIDE AIR INTAKE LOCATION REQUIREMENTS ARE SATISFIED. HVAC EQUIPMENT RE -BALANCING: AT THE CONCLUSION OF THIS PHASE OF CONSTRUCTION, THE FOLLOWING MECHANICAL EQUIPMENT SHALL BE RE —BALANCED TO THE LISTED AIRFLOWS TO ENSURE PROPER BUILDING PRESSURIZATION. EXHAUST FAN EF-4 AIR HANDLER AHU-2: SUPPLY AIR: RETURN AIR: OUTDOOR AIR: 200 CFM (-170 CFM) 1,510 CFM (+315 CFM) 1,310 CFM (+575 CFM) 200 CFM (-260 CFM) KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO FLORIDA 32803 tUfE 46124d1�; VAX9 49724&1864 http: //www.pdfla.com E—Mal to: pelQpeiflaxom JOB /t 16316 Capydght NI Ideas, designs, methods and plane Indicated or rep—ented by IN, drawing are owned by and the property of Peninsula Engineering, Inc. and were created, ewlswd and dawloped for use on and in connection with the specified project. None of the ideas. designs, artangements, methods or plans shall be used by or disclosed to any person, firm or cerpwation for any P-Purrewhotso _ without the written pertNsslonat Peninsula Englneertng, Inc. & t REVISIONS: ENGIN,EER.OF, PECORD: No. 3�7313 . 0 '_ Ar of Job lk l°Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR RENOVATION PLAN PHASE 6 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 6 - MECHANICAL 1 M3ml 6 1 /8" = 1 '-0" (D C0 2016 Studios studio GENERAL NOTES: 1. RE —BALANCE ALL EXISTING DEVICES TO NEW AIR FLOWS SHOWN IN DIFFUSER/GRILLE TAGS WITHIN SCOPE AREA. 2. VERIFY AIR FLOWS FOR EACH EXISTING EXHAUST FAN AFTER THE COMPLETION OF EACH PHASE THIS IS TO ENSURE THE BUILDING IS NOT NEGATIVELY PRESSURIZED DURING AND BETWEEN EACH PHASE'S CONSTRUCTION. SEE FINAL EXHAUST AIR FLOWS, ONCE ALL CONSTRUCTION IS COMPLETE, ON OVERALL ROOF RENOVATION PLAN. 3. EXISTING DIFFUSER/GRILLE LOCATIONS MAY CONFLICT WITH NEW LIGHTING LAYOUTS. SHOULD A CONFLICT ARISE THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE PRECEDENT AND THE EXISTING DIFFUSER/GRILLE SHALL BE RELOCATED TO COORDINATE WITH THE NEW CEILING LAYOUT. THE CONTRACTOR SHALL INCLUDE IN HIS/HER BASE BID A LINE ITEM COST TO RELOCATE THE EXISTING DIFFUSER/GRILLE NO MORE THAN 5'-0e FROM ITS ORIGINAL LOCATION. THE CONTRACTOR SHALL ASSUME 40% OF THE DIFFUSERS/GRILLE WILL REQUIRE RELOCATION FOR BIDDING PURPOSES. KEYED NOTES: O1 CONNECT TO EXISTING SUPPLY AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. O2 CONNECT TO EXISTING RETURN AIR DUCT AND PROVIDE NEW DUCTWORK AND AIR DISTRIBUTION TO SERVE RENOVATED AREAS. O CONTRACTOR SHALL VERIFY PROPER OPERATION OF EXISTING SMOKE DETECTOR. DETECTOR SHALL SHUTDOWN ASSOCIATED UNIT IF DETECT IS ACTIVATED. RATED LID NOTE: ALL CEILINGS ARE FIRE RATED. ALL EXISTING DIFFUSER/GRILLES/REGISTERS ARE EQUIPPED WITH INTEGRAL FIRE DAMPERS. ALL NEW DIFFUSERS/GRILLES AND REGISTERS SHALL BE OF SIMILAR TYPE WITH INTEGRAL FIRE DAMPERS AND INSTALLED PER MANUFACTURER INSTRUCTIONS FOR FIRE —RATED ASSEMBLIES. HVAC EQUIPMENT RE -BALANCING: AT THE CONCLUSION OF THIS PHASE OF CONSTRUCTION, THE FOLLOWING MECHANICAL EQUIPMENT SHALL BE RE —BALANCED TO THE LISTED AIRFLOWS TO ENSURE PROPER BUILDING PRESSURIZATION. ROOFTOP UNIT RTU-3 SUPPLY AIR: 6,100 CFM (+1005 CFM) RETURN AIR: 4,760 CFM (+740 CFM) OUTDOOR AIR: 1,290 CFM (+215 CFM) KEY PLAN (N.T.S.): California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357-4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 = ,arse AtAta30 Az 40714111,11111114 http://w .ppelflmcom E—Mol to: peiOpelflo.com JOB k 16316 Copyright — NI ideas. designs, methods and plane indicoled or represented by this drawing era owed by and the property of Peninsula E:ngineminq, Inc. and were created, evoked and de�daped far use on and in connection with the apeciNd protect. None of the ideas, designs, arrangements, methods or pions shall be uwwd by or dlarlosed to any person, firm ar rorporollon for any purpowe whatwoever without the written permism. of Peninsula Fnglneerinq Inc. % e ot REVISIONS. ENGINEER QF,�RF�RD: C�7,..... Q�•'�,%GEtV`S�"°,row �,. Mo. 37313 �3r Yr e Q S TAT'E OF 0 Al A��1• ...w..•• (may\ f� Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 7 - MECHANICAL PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 7 - MECHANICAL 1 Z�_� M3m171/8"—'_Orr (D © 2016 Studio+ tudio+ CONTINUES INTO ATTIC TO SERVE SOUTH SIDE OF BUILDING. (PHASES 1,2&3) F/SD 20"x16" CIA I 36"x18" SA F/SD 36"x16" RA F/SD CONTINUES INTO ATTIC TO KITCHEN AND B.O.H. AREAS (NOT IN SCOPE) T T -1 I� I i it I �`—T 0 II I I I I I I I II I �► < I I I I II I<- 1 uI CIDM II I I F-- --� cn 0m I 14.1 & Z l I I Q I I RTU-7 I I I I RTU-1 I L--__J I I I I I 1 L--- -----I 2 I- ---J 7 2 I I MUA-1 --I L__J KEF-1 EF-2 �- - - - - V/=�� - - - - %/ `ter/� �iJ tV -_ - - - L� L\;CJ 1 1` 54"x12"0A i r---------� 1 4 ------�r�� 1 r------e---� 3 I i I�_� 1111 RTU-5 ` - I 4 2 RTU-4 I I =� —� L---------I k=� — 1 4 I J= r_�_—_----I I JJ� I i I --- ------I I F- ---71 I-------�---I I JJj AnI --�1 I I\/I� 4 2 I I rN_ L`IT �� I I� I 1 T ' / III I I I RTU-2 Iii I I III III �RTU I I----------� AI I- RTU-3 I� --_�/ DEF- L _______—� r\--I I/// 111� L — — — — — — — �� 3-- ----L L— _1 EXISTING PARAPET WALL ,F/SD 20"x16" 36"x18" F/SD 36"x16" RA F/SD CONTINUES INTO ATTIC TO SERVE NORTH SIDE OF BUILDING. (PHASES 4,5,6&7) I ROOF RENOVATION PLAN - CENTRAL PARAPET AREA - MECHANICAL I 1 I EXISTING PARAPET WALL EXISTING ING 20xl U SUPP;..Y AIR FROM RTU-4 EXISTING 20x'16 SUPPLY AIR INTO RUILDING UPGRADE EXISTING 2" FILTERS TO MERV-13 RATED FILTERS IN COMPLIANCE WITH ASHRAE STANDARD170 NEW DUCT SUPPORT (TYP.) i 12" r RTU "4 NEW ACCESS DOOR (TYP.) SIZE GOOSENECK TO MATCH EXISTING O/A HOOD OPENING — -J EXISTING PARAPET WALL L Z W z 0 m 0 0 m 0 0 0 18 GA. SHEETMETAL DUCT SUPPORT (TYP.) 1 /4" = 1'-0" UPGRADE EXISTING 2" FILTERS TO MERV-13 RATED FILTERS IN COMPLIANCE WITH ASHRAE STANDARD170 RTU-3 GENERAL NOTES- 1. ALL UNITS ARE EXISTING TO REMAIN. VERIFY PROPER OPERATION AND COORDINATE WITH OWNER TO REPAIR ANY DEFICIENCIES. KEYED NOTES-. O1 EXISTING AIR HANDLING UNIT ALREADY EQUIPPED WITH MERV-13 RATED FILTERS AS PART OF PREVIOUS PROJECT. Q2 PROVIDE NEW MERV-13 RATED FILTERS FOR AIR HANDLING UNIT TO COMPLY WITH CURRENT CODES ON FILTRATION REQUIREMENTS. Q3 PROVIDE NEW OUTSIDE AIR INTAKE DUCTWORK FOR AIR HANDLING UNIT. PROVIDE GOOSE NECK FITTING WITH BIRDSCREEN. BOTTOM OF INTAKE SHALL BE A MINIMUM OF 36" ABOVE FINISHED ROOF. ® REFER TO INDIVIDUAL PHASING PLANS FOR RE—BLANCING OF AIR HANDLING UNITS AFTER EACH PHASE OF CONSTRUCTION. � KEY PLAN (N.T.S.): � ' rurrin� w n�. rr vrTnr rrer California Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357A983 AA26002372 Peninsula Engineering, INC. MEP&FP 201— 6 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2010 01LA" RWJAW E—M hltjxar //taa j> Maoom wMw o.aom JOB 0:183/8 Copyright - Fd idew, designs, methods and Owe indicated or rgrennted by We drmMrg ore owned by and the proWty of Peninsula Engineering. Ina d wen cseted, evolved and deWped oformse onand h connection with the epedW project. Noe of the Mom designs, ovngements. meMods or plus si"g be used by or disdoesd to any perean, firm or corporation for my purpose whcteow� without the written perminion of Pen4rulo Engineering. W- oar . . REVISIONS: ENG(NEE-®Fi�Ee'QRD: • ��. 3 7 3 13 J S TA-FE- ,;F Al- Joseg `A.' UdA$)es, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: ROOF RENOVATION PLAN CENTRAL PARAPET AREA RTU-4 OUTSIDE AIR INTAKE EXTENSION 1/2" =1'-0" RTU-3 OUTSIDE AIR INTAKE EXTENSION 112" = V-0" PROJECT NORTH TRUE NORTH M3m2l 0 2016 Stud _..i L _ 1. 1 II EXISTING ROOFTOP UNIT SCHEDULE - FOR REFERENCE ONLY Plan Mark RTU-1 RTU-2 RTU-3* DX RTU-4,5 RTU-6* DX RTU-7 System Type DX DX DX DX Nominal Tons _ _____----- ----_ Area Served _.__ _ Supply Air Flow (CFM) _ KITCHEN ........_...._. __.._ 6055 SEE DWGS, _....._....... ...._.....__...__.._..__._. 3065 ' - SEE DWGS. 6100 15 RESIDENT ROOMS 2235 SEE DWGS. 6125 - LAUNDRY AREA 1 1735 Outside Air Flow (CFM) 1920 850 1290 2235 1210 _....... _ PROGRESSES. 720 * CFM'S SHOWN ARE FINAL BALANCE AFTER PROJECT COMPLETION, ---- - ------ SEE INDIVIDUAL PHASE DRAWINGS FOR _.._. BALANCING AS CONSTRUCTION -- EXISTING SPLIT SYSTEM SCHEDULE - FOR REFERENCE ONLY Plan Mark AHU/CU-1 AHU/CU-2* AHU/CU-3 AHU/CU-4 System Type DX OAU OAU Nominal Tons GAO - - 10 Area Served Q� SEE DWGS. SEE DWGS. SEE DWGS, Supply Air Flaw (CFM) 1510 1080 2020 - Outside Air Flow (CFM) 200 -- - 1080 2020 * CFM'S SHOWN ARE FINAL BALANCE AFTER PROJECT COMPLETION, SEE INDIVIDUAL PHASE DRAWINGS FOR BALANCING AS CONSTRUCTION PROGRESSES. EXISTING PTAC UNIT SCHEDULE FOR REFERENCE ONLY PLAN CAPACITY (@80/67) FAN CFM HEATER ELECTRICAL MFG. MODEL REMARKS MARK TOTAL_ SENSIBLE HIGH LOW SIZE (KW) VOLTS PH MCA MOP PTU-A 6,800 5,200 280 240 1.5 208 1 8.7 15 TRANE PTE 070 PTU-B 9,100 6,300 280 240 1.5 208 1 8.7 15 TRANE PTE 090 PTU-C 11,600 7,770 325 300 2.5 208 1 14.1 15 TRANE PTE 120 PTU-D 14,600 L81910 325 300 2.5 208 1 14.1 15 TRANE PTE 150 NOTES: 1, PROVIDE UNITS WITH STAMPED ALUMINUM GRILLE, UNIT MOUNTED THERMOSTAT, WALL SLEEVE AND POWER CORD SETUP AND PLUG. 2. UNIT FOR FAN TO RUN CONTINUOUSLY. 3. NO OUTSIDE AIR FOR UNITS. EXISTING FAN SCHEDULE - FOR REFERENCE ONLY -� S P Motor: Manufacturer ' Mark Type Drive C.F.M. (In Wg) H P R.P.M. Volts/0 Model Number EF-1 ROOF FAN BELT 2460 .75 .5 900 208/3 GREENHECK/GB-180-5 EF-2* ROOF FAN BELT 695 - - - - GREENHECK/GB-140-3 EF-3 ROOF FAN BELL 1080 .62 .25 1270 115/1 GREENHECK/GB-120-4 EF-4* ROOF FAN BELT 200 - - - - GREEN HECK/GB-80-4 EF--5 ROOF FAN BELT 850 :7.65 .25 1550 115/1 GREENHECK/GB-90-4 EF-6 ROOF FAN BELT 2020 .60 .5 1025 115/1 GREENHECK/GB-160-4 EF-7 ROOF FAN BELT 2785 .75 1 944 208/1 GREENHECK CUBE-180-7 EF-8* ROOF FAN BELT ! BELT 580 - - - 115/1 115/1 GREENHECK/GB-120-3 GREENHECK/GB-90-4 EF-9* ROOF FAN 650 - - - EF-10 ROOF FAN BELT 835 .60 .25 1510 115/1 GREENHECK/GB-90-5 EF-11 CLG. FXH. FAN DIR. 200 I .125 76 1030 115/1 GREENHECK/SP 125 * CFM'S SHOWN ARE FINAL BALANCE AFTER PROJECT COMPLETION, SEE INDIVIDUAL PHASE DRAWINGS FOR BALANCING AS iI CONSTRUCTION PROGRESSES. Exhaust Fan Interlock Schedule Source of Outside Air to Building JN J'L J' J� J�' J� JA Jy Jti J'�' J� �~ Q� �� EF-1 EF-2 EF-3 EF-4 n LU EF-5 EF-6 EF-7 EF-8 EF-9 EF-10 KEF-1 KEF-2 WMEN The chart above shows the requirements for hardwire interlocks between exhaust fans and associated air handling units, or supply fans. All units and fans are existing and are assumed to have existing interlocks. Contractorshall verify existing interlocks are in place and properly operating. repair or add any interlocks that are not existing or operating correctly. NEW SPLIT SYSTEM SCHEDULE Plan Mark System Type AHU-1/CU-1 DX Nominal Tons 5 TON _ Area Served PHASE 4 - PHYSICAL THERAPY Supply Air Flow (CFM) 3,500 Outside Air Flow (CFM) 650 INDOOR UNIT Coil: Ent. Air Temp. (DB/WB) 82.1/69.7 Lvg. Air Temp. (DB/WB) 54.5/54.4 Total Gross Cap. (MBH) 171.2 Sensible Gross Cap. (MBH) _ 106.2 Face Area _ 7.6 Rows/FPI 6 12 Evap. Fan: Drive Type BELT External/Total S.P. 1.0/2.7 Motor (HP/RPM) 3 / - Volts/0 208/3 Heater: Stages 2 KW 15.0 Volts/0 208/3 Unit Power Requirements MCA SEE NOTE #9 MFS SEE NOTE #9 Manufacturer TRANE UCCAD08AO Model Number OUTDOOR UNIT Compressor: Stages 2 No./RLA/LRA 2/25.1 /182 Volts/0 Condensor Fan: No./FLA Volts/0- - 208/3 2 / 0.5 208/1 Unit Power Requirements - 66.3 FLA MCA MFS 80 9.7 / 10.9 EER/IPLV Manufacturer TRANE TTA180E3 _ 725 723 Model Number _ Oper. Weight Indoor Unit Oper. Weight Outdoor Unit NOTES: 1. PROVIDE FLOAT SWITCH IN CONDENSATE DRAIN PAN FOR SHUT-OFF OF UNIT UPON DETECTION OF HIGH CONDENSATE LEVEL. AHU SHALL SHUT DOWN TO PREVENT OVERFLOW OF WATER. 2. PROVIDE ALL UNITS WITH FACTORY THERMOSTAT, SINGLE POINT ELECTRICAL CONNECTION AND FIRESTAT. 3. PROVIDE 5 MINUTE ANTI -CYCLE TIMER. 4. FILTERS SHALL BE MERV 13 PLEATED MEDIA, DISPOSABLE TYPE IN A RIGID FRAME WITH A SUPPORTING MAZE ACROSS BOTH ENTERING AND LEAVING SURFACES. SUPPLY ONE COMPLETE SET OF EXTRA FILTERS AFTER OWNER'S FINAL ACCEPTANCE. 5. CONTRACTOR SHALL INSTALL EQUIPMENT TO COMPLY WITH REQUIRED ELECTRICAL CLEARANCES FOR THIS OR SURROUNDING EQUIPMENT. FIELD COORDINATE PRIOR TO INSTALLATION. 6. PROVIDE UNIT WITH MAGNAHELIC GAUGE ACROSS FILTER BANK TO INDICATE WHEN FILTER CHANGE IS REQUIRED. 7. PROVIDE UNIT WITH MODULATING HOT GAS REHEAT. 8. PROVIDE UNIT WITH PHASE LOSS AND BROWN OUT PROTECTION. 9. PROVIDE INDOOR UNIT WITH TWO POINTS OF CONNECTION. ONE FOR SUPPLY FAN AND CONTROLS AND ONE FOR HEATER. DIFFUSERS, REGISTERS AND GRILLES SCHEDULE MARK MANUFACTURER MODEL NUMBER MODULE SIZE NECK SIZE MOUNTING STYLE DIFFUSER/GRILLE CONSTRUCTION MAXIMUM NC LEVEL REMARKS CD-1 PRICE SCD-FR 24"x24" SEE PLAN SURFACE STEEL 25 1,2,3,5,6 CD-2 PRICE SCD-FR 12"x12" SEE PLAN SURFACE STEEL 25 1,2,3,5,6 CD -E EXISTING AIR DEVICE RG-1 PRICE 635 24"x24" 22"X22" SURFACE ALUMINUM 25 1,2,4,5,6 RG-2 PRICE 635 12"x12" 10"x10" SUFACE ALUMINUM 25 1,2,4,5,6 RG-E EXISTING AIR DEVICE EG-1 PRICE 635 24"x24" 22"X22" SURFACE ALUMINUM 25 1,2,4,5,6 EG-2 PRICE 635 12"x12" 10"x10" SUFACE ALUMINUM 25 1,2,4,5,6 f_G- E EXISTING AIR DEVICE DIFFUSERS, REGISTERS AND GRILLES REMARKS. 1. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPE. PROVIDE LAY -IN MOUNTING FOR ACOUSTIC LAY -IN TILE CEILING AND SURFACE MOUNTING FOR DRYWALL, PLASTER AND OTHER CEILING TYPES OR WALLS. 2. PROVIDE 4-WAY DIFFUSER PATTERNS UNLESS OTHERWISE NOTED ON PLANS. 3. PROVIDE RUN -OUT DUCT SIZE EQUAL TO NECK SIZING GUIDELINES ABOVE, UNLESS OTHERWISE NOTED ON PLANS. 4. PROVIDE GRILLE WITH CEILING RADIATION DAMPER WHEN INSTALLED IN RATED CEILING ASSEMBLIES. 5• DIFFUSER/GRILLE FINISH TO COORDINATED WITH INTERIOR DESIGN DRAWING PACKAGE. 6• FOR DAMPERS MOUNTED ABOVE GYPSUM CEILING, PROVIDE REMOTE MOUNTED VOLUME DAMPER ACTUATOR. SIMILAR TO YOUNG REGULATOR. studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 V= V71161EA6 ; FAX 107-N&11E4 http: //nw�v.p fla.can E-Mal to: pe�ei0a.corn JOB f 16316 Copyright - All ideas, design., methods and plans indl,'ted 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 ony person, flan or corporatiao for any purpose whalsoovm without the writt., permission of Peninsula Engineering, Inc. & t REVISIONS: ENGINEER OF RECORD: 0.37313 p s rATt~E OF: - �I sees• ' OP *, Jose A. MarOes, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SCHEDULES MECHANICAL M4mOl © 2016 Studio+ INSULATION WRAP. SEE SPECIFICATIONS MANUAL VOLUME DAMPER COMPATIBLE WITH REMOTE FOR TYPE MODULATOR. MANUAL VOLUME DAMPER EQUIVALENT FLEX CABLE TO 830A-CC FOR RECTANGULAR DAMPERS AND COUPLING /-3/8" CRS DAMPER ROD DOUBLE WALL INSULATED DUCT 5020-CC FOR ROUND DAMPERS BY YOUNG REGULATOR COMPANY. PROVIDE COMPLETE WITH ioi PRESS FIT ACCESS DOOR 1-1 2" 2" MOUNTING BRACKET COVER PLATE AND REMOTE CABLE CONTROL KIT. PLAS�1E DUCT 7 PLASTER f LINE CUT PIECE OF INSULATION WRAP CD ® ACCESS DOOR SHALL BE CLEARLY LABELED ON FOIL FACE OF INSULATION. HARD CEILING FLEX CABLE CONCEALED \REGULATOR GLUE INSULATION WRAP TO ENTIRE FACE OF ACCESS DOOR ALLOWING FOR DOOR FASTENING SYSTEM. CEILING RING ACCESS DOOR FASTENING SYSTEM RECESSED ADJUSTMENT SCREW RECESSED ADJUSTMENT EXTEND FOIL FACE OF CUT PIECE OF SCREW INSULATION WRAP AND PROVIDE 1/2"xl/2" VELCRO TABS AT 6" O.C. AROUND ENTIRE PERIMETER. 1 REMOTE ADJUSTABLE BALANCING DETAIL 2 ACCESS DOOR IN WRAPPED DUCT DETAIL N.ALE: SCALE: LOAD RATED STRAP HANGERS FASTENERS HANGER 60" STRAPS MAX UNLESS FOOT OF STRAP IS PLACED UNDER �2D -20-{ A BOTTOM I REINFORCEMENT HANGERS rrr CONTINUOUS HANGER STRAP r rrr AROU -; rr rr SIZE BASED FLOW ON AIVOLUME J R, QUANTITY TO CAMPER TRAPEZE HANGERS EACH 50" DIA 24" DIA BRANCH TURNING VANES MAX. MAX. STRAP OR ROD AIR FLOW MAIN BRANCH ANGLE - BAND OF SAME SIZE AS MANGER STRAP NOTES:IF REFER TO SMACNA FOR SPECIFIC 1. VOLUME DAMPER TO BE INSTALLED 2 DUCT DIAMETERS RECOMMENDED HANGER TYPES FROM TEE FITTING. SIZE BOLT(S) NOTED ABOVE FOR LOAD NOTE: 1. MAINTAIN INSULATION THICKNESS SPECIFIED ATT ALL SUPPORTS. 2. MAINTAIN INSULATION VAPOR BARRIER AT ALL SUPPORTS. 3 DUCT TEE DETAIL SCALE: 4 TYPICAL DUCT HANGER SUPPORT DETAIL N.T.S. N.T.S. Ready for fire! Cooking is the leading c:.au-e of residenti_tl building fires. An estimated average of 16.5,000 cooking fire; occur annually, resulting in property loss, injuries and even death_ PeSicientvtl budding- typically rely on portable fire extingunhers and sprinkler systems to protect property and oc:cupantsz_ Portable extinguishers requite early use and manual intervention to contain fire-, while sprinklorsystem- act as a final me{isure of protection, The Fire Ready Hood is a dual purpose device. It Ls a both a ventilation hood and a self-contained fire suppre_:sion system. The Fire Ready Hood is deSigned for use above rcysidential style appliances in commetci<al settings, such as • Office lunchrooms • Military housing • Assisted living facddres • 30 and 36 inch widths • UL300A approved • Front recirculation or external Nfenting • C)�rtional NFPA1 ti 1 coml_rllant at'co&sorios ras, electric or dual utility appliance disconnects CAA i ieaOyRevai?tof r'awe ,q)W AA)d.-f&WS The Fire Ready Hood monitors the hood temperature_ In the event of a c*oldng fire, the Fire Ready Hood will. • De -energize appliance using supplied disconnect • SpnM an audible alarm • Fn�pge auxiliary building alarm contacts If the hood temperature continues to climb, a fusible link will melt_ This will release wet chemical suppression agent through nozzles, suppressing the cooking fire_ f-la L-3 GREENHECK Budding Valve in Air. The Fire Reidy Hood model GPI S is equipped w ah standard features that add value while preventing coolang fire from getting out of control_ -7 19.38 inches ---I I'_11,8Inches 1 o.5 inches sa M � If A Dimensional Data MGRRS-3t} 2Pops'2.1 RPRS-36, u5:876 26.i Dimensional data shown is for standard top discharge hood. NFPA101 cornpliant accessories rraychange hood height, depending on configuration i PROJECT ADDRESS: Asarnsultolctrrctifmrnitrrurjtticon rinucusi-niverner IF rilyhtfocf) , e 7350 DAIRY RD. ZEPHYRHILLS FL 33540 Sj,1?:'.�tr_;fti�r�% b4';tliGtJtt74i% Sp Afk. l_:re-enheuk praiu(A vrrarrantwwsare fa;ated on greenheA_*-4.:om lradhin the product area tabs and in the Library under Warranties_ Prepa'i a to Support PROJECT NUMBER: Green 20div Efforts .(a. Th--ETL Lrtry' i 11a1ark b ae ep'eJ as a pitrAucl's nrNr H r f rorrtbance- to 3pp1r,i di-,- �k-x trr�l Er= -rtd vth�r3aiEty t�n�atrls. Inteit4, is an IJ` Hat r�7Jtan��i NPITLi ,1-i.4,xi ?�.tln� l.-�kisaraly;;r.�j arfd r-cry:irtxi as �, _R'stirin't r.)hq--xrtia"tK: n ar'd 1�...rtltki>f F�ff Dorsky' by the Stand rr Cuum,il ot'DO'nal_ta. October 2014 studio California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, F'LORIDA 32803 CA 3OfAfl W /0I1M.fBEE : FAX 401/.N6.tA14 http://www.pelfla.com E-Moe to pet0pefflaxom JOB k 16316 C,apyright - AI ideas, designs, methods and plops indicated or rgxesented 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, dn.ir., wr 9--t., method. ar plan..hall be uawd by ., dwdoeed to any person, firm or corporation for any parp— whatsoever without the written permission of Peninsula Engheering, Inc & t AT IOaM1601M0614 ENGINEER OF RECORD: • No. 37313 STATE OF •: U-e • "r4 O R I O <s ,. �•.... resar/1`J A 1. V�r3 aR6•. ayu �'�tftli Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY reenheck P,O. Box 410 • Schofield, Wl 54476-0410 • Phone (715) 359-6171 • greenheek.aom Gopurght 6 201 d Green t_+ k r3r, f_orp . r nO.KfE101 d Al 10 21A d NJ 5 ADL KITCHEN HOOD SYSTEM CUTSHEET N•T.S. FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: DETAILS MECHANICAL M4mO2 © 2016 Studio+ AIR DUCT DETECTOR AND AIR SAMPLING CHAMBER. (MOUNT ON TOP IF SPACE REQUIRED) tdio+l P RECTANGULAR nIIrT WAI I TAPERED CONNECTION 45' ANGLE (IF BRANCH DUCT IS RECTANGULAR) L=1/4 A e MIN PROVIDE VOLUME DAMPER AT ALL ROUND BRANCH DUCT TAP OFF OF BRANCH TAKE —OFFS. PROVIDE RECTANGULAR OR ROUND MAIN DUCT STANDOFF HANDLE FOR EXTERNALLY INSULATED DUCT. PROVIDE LOCKING HAND QUADRANT. PROVIDE 120 OF ORANGE 1 SURVEYOR'S TAPE FOR EASE OF 1 MANUAL VOLUME DAMPER IDENTIFICATION (TYP). USE 45 DEGREE FITTING WHEN MAIN DUCT DUCT HEIGHT WILL NOT ALLOW N7 USE OF CONICAL TAP W RECTANGULAR BRANCH DUCT TAP OFF OF RECTANGULAR MAIN DUCT `L NOTE: 1. AREA Al = A2 = A3 2. DETAILS ALSO APPLICABLE TO FLAT OVAL DUCTWORK. ��- {— EXTERNAL INSULATION 1 DUCT PASSING AN OBSTRUCTION DETAIL N•T.S., SUPPLY DUCT CONICAL BRANCH CONNECTION. PROVIDE INSULATE AS PER VOLUME DAMPER, LOCKING HAND QUADRANT, SPECIFICATIONS. & STANDOFF HANDLE FOR EXTERNALLY INSULATED DUCTS. [-- HANGER (TYP.) / BRANCH DAMPER FOR AIR BALANCE ADJUSTMENTS. TRANSITION (IF REQ'D.) CEILING — SEE ARCHITECTUAL PLAN FOR THE TYPE. GRILLE DAMPER NOT TO BE USED FOR PRIMARY TAB BALANCING. - R/D 2 1 EXTERNALLY INSULATED SHEET METAL DUCT TO LIMIT LENGHT OF FLEX DUCT. STRAP BOTH INNER AND OUTER JACKET, PROVIDE PLENUM RATED STRAPS FOR RETURN AIR PLENUM APPLICATIONS. METAL FLEX DUCT TO DIFFUSER SAME SIZE AS DIFFUSER, LENGTH OF FLEX DUCT TO BE 6 FEET MINIMUM, 12 FEET MAXIMUM. NOTES: — THIS DETAIL ALSO APPLIES TO RETURN. — PROVIDE FLEX DUCT WITH AT LEAST ONE 90' RADIUS ELBOW. ROUND TO SQUARE TRANSITION WHERE REQUIRED. CEILING DIFFUSER INSULATE BACK AS PER SPECIFICATIONS. COORDINATE DIFFUSER MOUNTING TYPE WITH CEILING TYPE. 4 1 CEILING DIFFUSER DETAIL - FLEXIBLE DUCT POLY. TYPE LINING NCB: RECTANGULAR TO ROUND BRANCH j k —; SUPPLY AIR CONNECTIONS WHEN REQUIRED BY MAIN DUCT— RETURN/EXHAUST AIR DIMENSIONS (FOR ROUND DUCTS.) NOTES: 1. VOLUME DAMPERS MAY OR MAY NOT BE INDICATED ON THE PLANS. THEY ARE REQUIRED EVEN IF NOT SHOWN. 2 BRANCH DUCT DETAIL N�� 24V WIRING TO AHU AUX. CONTACT. FAN DISABLED VIA RELAY WHEN AHU FAN IS OFF. CONTROL POINT UST POINT DESIGNATION DEVICE OR POINT DESCRIPTION CONTROLLED BY ES1 EXHAUST FAN — START/STOP ES2 EXHAUST FAN CURRENT TRANSDUCER NOTE: REFER TO EXHAUST FAN INTERLOCK TABLE THAT DESIGNATES WHICH EXHAUST FANS ARE INTERLOCKED WITH ASSOCIATED AHU/RTU. CALE 5 1 EXHAUST FAN INTERLOCK DETAIL N.T.S. DUCT WIDTH MOUNTING PLATE INTAKE TUBE 0 0 0 0 0 0 c� 0 RETURN TUBE ATTACH TUBE TO SIDE WALL OF DUCT. DUCT 1202 MINIMUM SIZE DUCT ACCESS DOOR NEOPRENE GASKET MOUNTING NUTS NOTES. 1. SMOKE DETECTOR FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR, AND MOUNTED BY MECHANICAL CONTRACTOR. 2. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. LOCATION WHERE SHOWN ON FLOOR PLANS (FIELD COORDINATE). 3. PROVIDE ACCESS DOOR AT SAMPLING TUBES. 4. THE TUBE SHALL BE INSTALLED PARALLEL TO LONG DIMENSION OF DUCT. 5. PRODUCT SHALL BE UL286A LISTED 3 SMOKE DETECTOR MOUNTING N.T.S. FUSIBLE LINK FLEXIBLE OR STEEL DUCT CEILING OPENING U.L. CLASSIFIED CEILING ASSEMBLY BLADES WITH FIRE -RESISTIVE THERMAL BLANKET MATERIAL THERMAL INSULATING BLANKET CEILING DIFFUSER FUSIBLE LINK FLEXIBLE OR STEEL DUCT BLADES WITH FIRE -RESISTIVE THERMAL BLANKET MATERIAL CEILING OPENING I U.L. CLASSIFIED CEILING ASSEMBLY THERMAL INSULATING BLANKET LLE FACE 16 I FIRE —RATED DIFFUSER/GRILLE DETAIL I N.T.S.. I California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5660 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 as="��"ioROs" M W « cz toe p Mr. ,ore 0: lame Copy*t — AN Ideas, des*s, methods and Plane Masted or 4p ow ted by thb drowsrg ore owned by and the Property of PeninsulaEngineering, Inc and were seated, wired and developed for use on and In aanneatlon with 14 gedw Project. None of the Wm damn, orr"arnents. methods or Plane drill be used by or disclosed to any perm, firm or corporation for any purpose whatsoear without the written Permission of Peninsula bilinsaft REVISIONS: ENGINE, R`b 4�FtD: 37313 S TA T GF Jose k/Margoah, FEE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: DETAILS MECHANICAL M4mO3 © 2016 Studio+ d Mio+ 1 /4" DIA. LAG BOLTS (TAP CONS) BOLT EQUIPMENT TO CONCRETE LINTEL BEAM PER MANUFACTURERS RECOMMENDATIONS 1/4" DIA. BOLTS, NUTS, AND LOCK WASHERS BOLT EQUIPMENT TO STEEL STRAP PER MANUFACTURER'S RECOMMENDATIONS —= CONDENSING UNIT NOTE: IT IS THE INTENT OF THIS DETAIL THAT THE CONTRACTOR PROPERLY INSTALL THE CONDENSER TO MEET OR EXCEED A MINIMUM 140 MPH, 3 SECOND GUST WIND LOAD PER ASCE 7-05. CONCRETE PAD SHIM TO PROVIDE LEVEL MOUNTING 1" WIDE, 18 GAUGE GALVANIZED STEEL STRAP ALL AROUND CONDENSING UNIT MOUNTING CURB DETAIL SCALE: NONE 1 /2" WIDE COPPER STRAP UNISTRUT PIPE CLA NOTE: ® ATTACH HANGER TO BLDG. STRUCTURE — INSULATION PIPE ti REFRIGRANT PIPING HANGER DETAIL NOT TO SCALE ,)R n STRUT PORTABLE PIPE HANGER MODEL PP10 REFRIGERANT PIPING SUPPORT DETAIL SCALE: NOT TO SCALE California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2(11A Allelan Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 zme ALMrt�aaoRO ORA s°zeos %= arat +ns+�.� h *//�eenoom E—Mal to . JOB 0 1"6 Crpoot — AN Ideas, dosigns, methods and plan I ndoated a represented by this drawing are mod by and the property of Peninsula Engineering, Inc. and wws created, evolved and developed for use an and In conectln wflh the epe W project. None of the Idea, designs, arangemmG, methods or pane sh be used by a disclosed to any pawn, fkm a oorparwon for my purpose whatsoever without the wrlttn pamWW of Pen hwb krt REVISIONS: ENGINE�-t)P' i rG RD: � �� •�..y� �' Air. `.~• � .37- t_ J041j' Masques; PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: DETAILS MECHANICAL M4mO4 © 2016 Studio+ 16316 Zephyrhills Health and Rehab Center - Ventilation Calculations Worksheet - RTU-6 (Phase 1,2 & 3) ROOM INFORMATION FGI Guidelines 2014 / ASHRAE Standard 170-2013 w/ Addenda Florida Building Code (2014) Sth Edition Design Air Flows Requirements Requirements Room No. Room Name Floor Area (sq. ft.) Avg. Ceiling Height (ft.) Room Volume (cu. Ft.) Space Function Pressure Relationship Min.O/A ACH Min. Total ACH 1000A Exhaust Req'd. Supply Air (CFM) Outside Air (CFM) Exhaust Air (CFM) Occupancy Class Rp Ra Default Occupancy (ppl/1000 sq. ft.) Exact OccupancyRate (If Known) Exhaust Flow (CFM/sq. ft.) Outside Air (CFM) Exhaust Air (CFM) Supply Air (CFM) Return Air (CFM) Exhaust Air (CFM) Air Balance Phase - West Corridor 1032 8 8256 Resident Unit Corridor Neutral 0 4 NR 550.4 0 0 - - - - - - - - 450 0 0 450 20 Storage 47 8 376 - - - - - - - - Storage Rooms 0 0.12 0 0 0 5.64 0 0 0 75 -75 33 Storage 48 8 384 - - - - - - - - Storage Rooms 0 0.12 0 0 0 5.76 0 75 0 0 75 7 Shower Room 119 8 952 Bathing Room Negative 0 10 Yes 158.6667 0 158.6667 - - - - - - - - 100 0 175 -75 Not in Scope 8 Shower Room 166 8 1328 Bathing Room Negative 0 10 Yes 221.3333 0 221.3333 - - - - - - - - 150 0 225 -75 15 Resident Storage 62 8 496 - - - - - - - - Storage Rooms 0 0.12 0 0 0 7.44 0 50 0 0 50 1033 Corridor 1035 8 8280 Resident Unit Corridor Neutral 0 4 NR 552 0 0 - - - - - - - - 495 1305 325 -1135 1029 Maintenance 176 8 1408 - - - - - - - - Skilled Nursing Staff Area 20 0 5 1 0 20 0 50 50 0 0 1028 Med Records Office 92 8 736 - - - - - - - - Skilled Nursing5taffArea 20 1 0 5 1 0 20 0 75 75 0 0 1181 Living Room 116 8 928 Resident Gathering/Activity/Dining Neutral 4 4 NR 61.86667 61.86667 0 - - - - - - - - 75 0 0 75 1030 Soiled Utility 90 8 720 Soiled Workroom or Soiled Holding Negative 2 10 Yes 120 24 120 - - - - - - - - 45 0 120 -75 Phase 1 1180 Clean Utility 68 8 544 Clean Workroom or Clean Holding Positive 2 4 NR 36.26667 18.13333 0 - - - - - - - - 75 0 0 75 1023 Med Room 52 8 416 Medication Room Neutral 2 4 NR 27.73333 13.86667 0 - - - - - - - - 100 100 0 0 1020 Nurses Station 240 8 1920 - - - - - - - - Skilled Nursing Staff Area 20 0 5 2 0 40 0 225 0 0 225 1018 Office 199 8 1592 - - - - - - - - Skilled Nursing Staff Area 20 0 5 1 0 20 0 255 255 0 0 1019 Shower 42 8 336 Bathing Room Negative 0 10 Yes 56 0 56 - - - - - - - - 0 0 75 -75 1008 Soiled Holding 48 8 384 Soiled Workroom or Soiled Holding Negative 2 10 Yes 64 12.8 64 - - - - - - - - 0 0 75 -75 1009 Clean Holding 48 8 384 Clean Workroom or Clean Holding Positive 2 4 NR 25.6 12.8 0 - - - - - - - - 75 0 0 75 1017 Staff Toilet 60 8 480 Toilet Room Negative 0 10 Yes 80 0 80 - - - - - - - - 0 0 90 -90 1001 Corridor 1200 8 9600 Resident Unit Corridor Neutral 0 4 NR 640 0 0 - - - - - - - - 650 0 0 650 Phase 2 1025 Recreation Storage 52 8 416 - - - - - - - - Storage Rooms 0 0.12 0 0 0 6.24 0 50 0 0 50 1024 Reception Room 450 8 3600 Resident Gathering/Activity/Dining Neutral 4 4 NR 240 240 0 - - - - - - - - 400 400 0 0 1026 Housekeeping 30 8 240 Janitor's Closet Negative 0 10 Yes 40 0 40 - - - - - - - - 0 0 50 -50 1034 Living Room 375 8 3000 Resident Gathering/Activity/Dining Neutral 4 4 NR 200 200 0 - - - - - - - - 640 640 0 0 1031 Dining Room 900 8 7200 Resident Gathering/Activity/Dining Neutral 4 4 NR 480 480 0 - - - - - - - - 1400 1400 0 0 1032 Bistro 395 8 3160 Nourishment Area or Room Neutal 0 2 NR 105.3333 0 0 - - - - - - - - 540 540 0 0 Phase 3 1063 Admissions Office 175 8 1400 - - - - - - - - Skilled Nursing Staff Area 20 0 5 1 0 20 0 150 150 0 0 3659.2 1063.467 1 145.08 0 6125 1 4915 1 1210 0 VENTILATION CALCULATIONS FOR RTU-6 (PROVIDING OUTDOOR AIR TO AREAS IN PHASES 1, 21 & 3) 1 NONE 16316 Zephyrhills Health and Rehab Center - Ventilation Calculations Worksheet - RTU-3 (Phase 4,5 & 6) ROOM INFORMATION FGI Guidelines 2014/ASHRAE Standard 170-2013 w/ Addenda Florida Building Code (2014) Sth Edition Design Air Flows Requirements Requirements Room No. Room Name Floor Area (sq. ft.) Avg. Ceiling Height (ft.) Room Volume (cu. Ft.) Space Function Pressure Relationship Min.O/A ACH Min. Total ACH 100910 Exhaust Req'd. Supply Air (CFM) Outside Air (CFM) Exhaust Air (CFM) Occupancy Class Rp Ra Default Occupancy (ppl/1000 sq. ft.) Exact OccupancyRate (If Known) Exhaust Flow (CFM/sq. ft.) Outside Air (CFM) Exhaust Air (CFM) Supply Air (CFM) Return Air (CFM) Exhaust Air (CFM) Air Balance Phase 1166 Soiled Utility 100 8 800 Soiled Workroom or Soiled Holding Negative 2 10 Yes 133 27 133 - - - - - - - - 60 0 135 -75 1162 Clean Utility 161 8 1288 Clean Workroom or Clean Holding Positive 2 4 NR 86 43 0 - - - - - - - - 90 40 0 50 1165 Office 91 8 728 - - - - - - - - Skilled Nursing Staff Area 20 0 5 1 0 20 0 100 100 0 0 1164 Medical Records Office 95 8 760 - - - - - - - - Skilled Nursing Staff Area 20 0 5 1 0 20 0 100 100 0 0 - I Center Corridor 603 8 4824 Resident Unit Corridor Neutral 0 4 NR 322 0 0 - - - - - - - - 345 1225 480 -1360 1179 Corridor 1140 8 9120 Resident Unit Corridor Neutral 0 4 NR 608 0 0 - - - - - - - - 700 0 0 700 1190 Nurses Station 248 8 1984 - - - - - - - - Skilled Nursing Staff Area 20 0 5 2 0 40 0 225 0 0 225 Phase 4 1156 Med Room 48 8 384 Medication Room Neutral 2 4 NR 26 13 0 - - - - - - - - 100 100 0 0 1093 Living Room 151 8 1208 Resident Gathering/Activity/Dining Neutral 4 4 NR 81 81 0 - - - - - - - - 100 0 0 100 1157 Shower/Tub Room 229 8 1832 Bathing Room Negative 0 10 Yes 305 0 305 - - - - - - - - 235 0 310 -75 1170 Clean Holding 38 8 304 Clean Workroom or Clean Holding Positive 2 4 NR 20 10 0 - - - - - - - - 75 0 0 75 1169 Soiled Holding 50 8 400 Soiled Workroom or Soiled Holding Negative 2 10 Yes 67 13 67 - - - - - - - - 0 0 75 -75 1114 Office 205 8 1640 - - - - - - - - Skilled Nursing Staff Area 20 0 5 2 0 40 0 255 255 0 0 1115 Shower 45 8 360 Bathing Room Negative 0 10 Yes 60 0 60 - - - - - - - - 0 0 75 -75 1104 Soiled Holding 48 8 384 Soiled Workroom or Soiled Holding Negative 2 10 Yes 64 13 64 - - - - - - - - 0 0 75 -75 1105 Clean Holding 48 8 384 Clean Workroom or Clean Holding Positive 2 4 NR 26 13 0 - - - - - - - - 75 0 0 75 1112 Staff Toilet 60 8 480 Toilet Room Negative 0 10 Yes 80 0 80 - - - - - - - - 0 0 90 -90 1100 Corridor 1187 8 9496 Resident Unit Corridor Neutral 0 4 NR 633 0 0 - - - - - - - - 650 0 0 650 Phase 5 1117 Activity Storage 28 8 224 - - - - - - - - Storage Rooms 0 0.12 0 0 0 3 0 SO 0 0 50 1094 Storage 45 8 360 - - - - - - - - Storage Rooms 0 0.12 0 0 0 5 0 50 0 0 50 1116 Reception Room 450 8 3600 Resident Gathering/Activity/Dining Neutral 4 4 NR 240 240 0 - - - - - - - - 400 450 0 -50 1118 Housekeeping 35 8 280 Janitor's Closet Negative 0 10 Yes 47 0 47 - - - - - - - - 0 0 50 -50 1092 Living Room 375 8 3000 Resident Gathering/Activity/Dining Neutral 4 4 NR 200 200 0 - - - - - - - - 550 550 0 0 1070 Dining Room 900 8 7200 Resident Gathering/Activity/Dining Neutral 4 4 NR 480 480 0 - - - - - - - - 1400 1400 0 0 1094 Bistro 1 395 8 3160 Nourishment Area or Room Neutal 0 2 NR 105 0 0 - - - - - - - - 540 540 0 0 phase 7 3582 1132 1 756 1 129 0 6100 4760 1290 1 50 VENTILATION CALCULATIONS FOR RTU-3 (PROVIDING OUTDOOR AIR TO AREAS IN PHASES 4, 5, & 7) 2 NONE 16316 Zephyrhills Health and Rehab Center - Ventilation Calculations Worksheet - AHU-1(Phase 4) ROOM INFORMATION FGI Guidelines 2014/ASHRAE Standard 170-2013 w/Addenda Florida Building Code (2014) Sth Edition Design Air Flows Requirements Re uiments re Room No. Room Name Floor Area (sq. ft.) Avg. Ceiling Height (ft) Room Volume (cu. Ft.) Space Function Pressure Relationship Min.O/A ACH Min. Total ACH 100Y Exhaust Req'd. Supply Air(CFM) Outside Air(CFM) Exhaust Air(CFM) Occupancy Class Rp Ra Default Occupancy (ppl/1000 sq. ft.) Exact Occupancy (If Known) Exhaust Flow Rate (CFM/sq. ft.) Outside Air(CFM) Exhaust Air(CFM) Supply Air(CFM) Return Air(CFM) Exhaust Air(CFM) Air Balance Phase 1186 Physical Therapy 1786 8 14288 Physical Therapy Negative 2 6 NR 1428.8 * 0 Physical Therapy 15 0 20 0 0 535.8 0 1795 1395 400 0 1184 Office 123 8 984 - - - - - - - - SNF- Staff Areas 20 0 5 0 0 12.3 0 300 300 0 0 1183 Kitchen 95 8 760 Occupational Therapy Neutral 2 6 NR 76 25.33333 0 - - - - - - - - 425 425 0 0 1183 Tub Room 50 8 400 Bathing Room Negative 0 10 Yes 66,66667 0 66.66667 - - - - - - - - 0 0 75 -75 1194 Storage Room 83 8 664 - - - - - - - - Storage Rooms 0 0.12 0 0 0 9.96 0 75 0 0 75 1181 Toilet Room 128 8 1024 Toilet Room Negative 0 10 Yes 170.6667 0 170.6667 - - - - - - - - 100 0 175 -75 phase 4 1180 Office 148 8 1184 - - - - - - - - SNF- Staff Areas 20 0 5 0 0 14.8 0 225 225 0 0 1185 Mechanical 44 8 352 - - - - - - - - Storage Rooms 1 0 0.12 0 0 0 5.28 0 75 0 0 75 1188 Corridor 334 8 2672 Resident Unit Corridor Neutral 0 1 4 NR 178.1333 0 0 - - - - - - - - 330 330 0 0 1187 Corridor 173 8 1384 Resident Unit Corridor Neutral 0 4 1 NR 92.26667 0 0 - - - - - - - - 175 175 0 0 2012.533 125.33333 237.3333 578.14 0 3500 2850 650 0 VENTILATION CALCULATIONS FOR AHU-1 (PROVIDING OUTDOOR AIR TO AREAS IN PHASE 4) 3 NONE tdI0o+ California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. ME_ 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 ., P:303.773.0436 F:303.773.0053 sanO AUXN RORLLaos raaWja ��aa�uia E_M a h*t�t �.m roe � u�a Copy*t - Al IdeOe, designs. methods and plans Indicated or repoentsd by this drawing are owned by and the prey of PaInnla Engineering, Inc. and were created, evolved and dewYoped for use an and In connection with the speclged project Nana of the Ideas, daslpn, mangement% methods or plane shall be used by or disclosed to any penan, Ran or corporation for any purpose wnateoom without the written permbelon of Peninsula EngherYng, Inc. % REVISIONS: ENGINEf.iR`PFJ; D: 7 1 3 Sr All Jose A.''Morquee,`PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: VENTILATION CALCULATIONS M5mOl 0 2016 Studio+ z 16316 Zephyrhills Health and Rehab Center - Ventilation Calculations Worksheet - AHU-2 (Phase 6) ROOM INFORMATION FGI Guidelines 2014/ ASHRAE Standard 170-2013w/Addenda Florida Building Code (2014) 5th Edition Design Air Flows Re uirements Re uiments re Room No. Room Name Floor Area (sq. ft.) Avg. Ceiling Height (ft.) Room Volume (cu. Ft.) Space Function Pressure Relationship Min.O/A ACH Min. Total ACH 100% Exhaust Req'd. Supply Air (CFM) Outside Air (CFM) Exhaust Air (CFM) Occupancy Class Rp Ra Default Occupancy (ppl/1000 sq. ft.) Exact Occupancy (if Known) Exhaust Flow Rate (CFM/sq. ft.) Outside Air (CFM) Exhaust Air (CFM) Supply Air (CFM) Return Air (CFM) Exhaust Air (CFM) Air Balance Phase 1148 Office 166 8 1328 - - - - - - - - SNF- Staff Areas 20 0 5 1 0 20 0 200 200 0 0 1199 Office 75 8 600 - - - - - - - - SNF- Staff Areas 20 0 5 1 0 20 0 100 100 0 0 1268 Storage 62 8 496 - - - - - - - - Storage Rooms 0 0.12 0 0 0 7.44 0 75 0 0 75 1143 Med Prep 50 8 400 Medication Room Neutral 2 4 NR 26.66667 13.33333 0 - - - - - - - - 75 75 0 0 1142 Clean Utility 83 8 664 Clean Workroom or Clean Holding Positive 2 4 NR 44.26667 22.13333 0 Storage Rooms 0 0.12 0 0 0 9.96 0 75 0 0 75 Phase 6 1134 Nurse Station 128 8 1024 - - - - - - - - SNF- Staff Areas 20 0 5 0 0 12.8 0 150 0 0 150 1120 Corridor 1424 8 11392 Resident Unit Corridor Neutral 0 4 NR 759.4667 0 0 Corridors 0 0.06 0 0 0 85.44 0 760 935 125 -300 1140 Clean Linen Storage 41 8 328 1 Clean Linen Storage Positive 0 2 NR 10.93333 0 0 Storage Rooms 0 0.12 0 0 0 4.92 0 75 0 0 75 1135 Shower Room 38 8 304 Negative 0 10 y 50.66667 0 50.66667 - - - - - - - - 0 0 75 -75 892 35 1 51 1 161 0 2510 1 1310 200 0 VENTILATION CALCULATIONS FOR AHU-2 (PROVIDING OUTDOOR AIR TO AREAS IN PHASE 6) 1 NONE d 81o+ California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 WO AWO Rt7/1p fLOfaDA 32W3 Y /p!LL pfA�t Ipj&W E—IM�ta�pr�1�N o. JOB R lame Copyrlot — AN Woad deelp" methods and pane indicated or open led by fhb NN re drow aowned by and the property of Peninsula Engineering. Inc.. and w4m rooted. evolved and developed for use on and h connection with the rpociMd prolt liana of ft WM deellino, wor"nnts, methods or plane shdl be used by or disclosed to my paw, km or orporotlan for my purpose whatsoever without the written prml Won of Peninsula REVISIONS: ENGINEER%IJP,. D: N -13f�m • I/ 4 s rA o Ac, r`CF r •' Jose ,'A/ A09Fgvea, , M FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: VENTILATION CALCULATIONS M5mO2 © 2016 Studio+ PLUMBING SPECIFICATIONS GENERAL PLUMBING REQUIREMENTS SCOPE OF WORK WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION AND INSTALLATION OF THE PLUMBING SYSTEM, AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. RELATED WORK SPECIFIED ELSEWHERE REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN CONJUNCTION WITH THE PLUMBING WORK. THIS CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC. SUBSTITUTIONS EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WTHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. CODES AND STANDARDS ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 (5TH EDITION) FLORIDA BUILDING CODE AND 2014 (5TH ADDITION) FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. 1Z14111111610 ALL EQUIPMENT, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS SPECIFIED FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICAL POWERED EQUIPMENT SHALL BE U.L OR E.T.L. LISTED. a(:INILI,11 :III ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND PROFESSIONAL MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TRADES. SHOP DRAWINGS AND SUBMITTALS SUBMIT FOR ENGINEER'S APPROVAL, SHOP DRAWINGS, AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND FIXTURES PRIOR TO PURCHASE AND OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS AS—BUILTS CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE PLUMBING AS —BUILT DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. AS BUILTS SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND AUTOCAD DRAWING FILES [RELEASE 2007 OR LATER]. AS —BUILT DRAWINGS SHALL CONSIST OF AN ACCURATE "AS —BUILT" RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL ACCURATE AS—BUILTS ARE DELIVERED. ACCESS PANELS CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12"X12") FOR VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. 1*3 ii4114 ALL LOCATIONS OF EQUIPMENT, PIPING, ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. ALL WORK SHALL BE INSTALLED TO INSURE MAXIMUM HEADROOM, BALANCED OPERATION AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. PROVIDE ISOLATION VALVES AND UNIONS AT ALL EQUIPMENT AND AS INDICATED ON DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE —SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF CONDENSATE DRAIN PIPING, OR OTHER PARTS OF THE SYSTEM. HE SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. PROVIDE ALL ROOF, WALL AND FLOOR PENETRATIONS REQUIRED TO COMPLETE INSTALLATION OF WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL EQUIPMENT OR PIPE PENETRATIONS THROUGH WALL, ROOF AND FLOORS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. ALL ROOF CUTS AND REPAIRS SHALL BE PERFORMED BY AN APPROVED ROOFING CONTRACTOR IN ORDER TO MAINTAIN ROOF WARRANTY. CLEANING, TESTING AND ADJUSTING: THE CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. EXCAVATION AND BACKFILL PROVIDE ALL EXCAVATION AND TRENCHING TO THE CORRECT ELEVATIONS, FOR THE INSTALLATION OF ALL PIPING. PROVIDE ALL BACKFILL IN STRICT ACCORDANCE WITH THE EXCAVATION AND BACKFILL SECTION OF DIVISION 1 SPECIFICATIONS. 114•11I:Ie3, ALL DOMESTIC WATER PIPING SYSTEMS SHALL BE TESTED FOR ABSOLUTE TIGHTNESS BY SUBJECTING THE SYSTEM TO A HYDROSTATIC PRESSURE OF 150 PSI GAUGE OR 50 PSI OVER WORKING PRESSURE, WHICHEVER IS GREATER 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. SOIL PIPE 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. MAINTENANCE MANUALS PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY—DUTY, 2—INCH, 3—RING VINYL —COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE THE FOLLOWING TYPE OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: — OPERATING AND MAINTENANCE INSTRUCTIONS — SPARE PARTS UST — COPIES OF WARRANTIES — WIRING DIAGRAMS — INSPECTION REPORTS do APPROVALS SHOP DRAWINGS AND PRODUCT DATA TRAINING SERVICES THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON START—UP AND SHUT —DOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7—DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. SYSTEM IDENTIFICATION PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH FOR EQUIPMENT INFORMATION. HANGERS AND SUPPORTS PROVIDE ALL NECESSARY, PIPE SUPPORTS, HANGER, RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WARRANTY/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF 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 FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. WATER SUPPLY SYSTEM: EXTEND WATER SERVICE AS INDICATED ON DESIGN DRAWINGS. PROVIDE SHOCK ABSORBERS AND VACUUM BREAKERS WHERE REQUIRED. PIPE AND FITTINGS ABOVE GROUND — TYPE L HARD COPPER AND WROUGHT COPPER FITTINGS. PIPE AND FITTINGS BELOW GROUND — TYPE "K" SOFT COPPER. VALVES — BALL VALVES — ALL BRONZE, LEAD FREE*, RISING STEM, DOUBLE WEDGE TAPER SEAT, 125 PSI STEAM PRESSURE. CHLORINATION — BEFORE BEING PLACED IN SERVICE ALL WATER DISTRIBUTION SYSTEMS SHALL BE STERILIZED WITH CHLORINE IN ACCORDANCE WITH AWWA C-601-54 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS. INSULATE HOT WATER LINES WITH 1" RUBATEX INSULATION OR EQUAL. INSULATION TO BE FIRE RATED FOR USE IN RETURN AIR PLENUM. CONNECTIONS TO MISCELLANEOUS EQUIPMENT. ROUGH —IN AND CONNECT WATER, WASTE, AND VENT TO COMPLETE THE INSTALLATION OF EQUIPMENT LISTED ON THE DRAWINGS. PLUMBING FIXTURES SHALL BE PROVIDED COMPLETE AS SHOWN ON THE DRAWINGS WITH ALL REQUIRED SUPPLY, WASTE, SOIL, AND VENT CONNECTIONS, TOGETHER WITH ALL FITTINGS, SUPPORTS, FASTENING DEVICES, COCKS, VALVES, AND TRAPS. ALL FIXTURES SHALL HAVE STOP VALVES (LEAD FREE*) ON ALL WATER CONNECTIONS. ALL EXPOSED METAL TRIM ON ALL FIXTURES SHALL BE POLISHED CHROMIUM PLATED. ALL EXPOSED PIPES EXTENDING FROM WALL SHALL HAVE CHROMIUM PLATED BRASS ESCUTCHEON MOUNTED AGAINST WALL EXPOSED PVC PIPING AND P—TRAPS ARE UNACCEPTABLE. *LEAD FREE REFERS TO THE WETTED SURFACE OF PIPE, FITTINGS, AND FIXTURES IN POTABLE WATER SYSTEMS THAT HAVE A WEIGHTED AVERAGE LEAD CONTENT LESS THAN 0.25X PER THE SAFE DRINKING WATER ACT AND OTHER EQUIVALENT STATE REGULATIONS. THE PLUMBING FIXTURES SHALL BE ROUGHED —IN ACCORDANCE WITH MANUFACTURER'S "ROUGH —IN INFORMATION". PROVISIONS FOR MOUNTING WALL FIXTURES SHALL BE MADE WHILE THE WALL IS BEING BUILT. DRAINAGE SYSTEM: EXTEND PIPING AS INDICATED ON THE DRAWINGS. PIPE SLOPE: 2-1/2 INCH DIAMETER AND LESS SHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/4 INCH PER FOOT. 3 INCH DIAMETER OR LARGER SHALL BE INSTALLED WITH A FALL NOT LESS THAN 1/8 INCH PER FOOT. PIPE AND FITTINGS: SERVICE —WEIGHT CAST IRON WITH NO/HUB OR BELL AND SPIGOT FITTINGS. NO/HUB COUPLING SHALL CONFORM TO CISPI STANDARD 310 (LATEST EDITION) AND SHALL BE LISTED BY NSF INTERNATIONAL DRAIN, WASTE AND VENT PIPING LOCATED IN FIRE RATED WALL ASSEMBLIES AND RETURN AIR PLENUMS SHALL BE SERVICE —WEIGHT CAST IRON WITH NO/HUB OR BELL AND SPIGOT FITTINGS. ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL CONDENSATE DRAIN PIPING LOCATED ON THE EXTERIOR SHALL BE TYPE L HARD COPPER AND WROUGHT COPPER FITTINGS, WITH SOLDERED JOINTS (USE ONLY "LEAD FREE"). PROVIDE CLEANOUTS EVERY 75 FEET, AT CHANGES IN DIRECTION, AT BASE OF DOWNSPOUTS AND AT BASE OF SOIL AND WASTE STACKS. SHOCK ARRESTOR: SIOUX CHIEF PER DRAWINGS WALL CL.EANOUT. ZURN, JONESPEC, JOSAM OR EQUAL FLOOR CL.EANOUT. ZURN, JONESPEC, JOSAM OR EQUAL DIVISION 15 GENERAL DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTAL CONDITIONS AND DIVISION 1 SPECIFICATIONS APPLY TO WORK SPECIFIED IN THIS SECTION. PROVIDE A COMPLETE PLUMBING SYSTEM AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED PLUMBING FIXTURES AND RELATED PIPING. THE COMPLETED PLUMBING SYSTEM SHALL MEET ALL APPLICABLE CODES AND STANDARDS. RELATED WORK SPECIFIED ELSEWHERE REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN CONJUNCTION WITH THE PLUMBING WORK. THIS CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC., REQUIRED FOR ANY CONTROLS. SUBSTITUTIONS: EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECTS THE ELECTRICAL REQUIREMENTS SHALL BE COORDINATED BY THE PLUMBING CONTRACTOR AND EQUIPMENT VENDOR WITH THE ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. FAILURE OF PLUMBING CONTRACTOR AND VENDOR TO DO SO WILL NOT BE CAUSE FOR CHANGE OF BID AT A LATER TIME. IT WILL NOT BE THE ELECTRICIAN'S RESPONSIBILITY TO COORDINATE REVISED ELECTRICAL REQUIREMENTS DUE TO EQUIPMENT CHANGES INITIATED BY THE MECHANICAL CONTRACTOR AND VENDOR. IN ADDITION, THE PLUMBING CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 (5TH EDITION) FLORIDA BUILDING CODE AND 2014 (5TH ADDITION) FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. PRODUCTS: ALL EQUIPMENT, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS SPECIFIED FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICAL POWERED EQUIPMENT SHALL BE U.L OR E.T.L. LISTED. WORKMANSHIP: ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCE'S AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WLL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCE'S BETWEEN INVOLVED TRADES. SHOP DRAWINGS AND SUBMITTALS: SUBMIT FOR ENGINEER'S APPROVAL, SHOP DRAWINGS, AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND FIXTURES PRIOR TO PURCHASE AND OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS SUBMITTAL PACKAGE FOR PLUMBING EQUIPMENT SHALL ALSO INCLUDE QUALIFICATIONS AND CERTIFICATIONS OF PROPOSED TEST AND BALANCE SUBCONTRACTOR. PLUMBING SUBMITTALS WILL NOT BE REVIEWED WTHOUT TEST AND BALANCE DOCUMENTATION. QUALIFICATIONS OF MULTIPLE TEST AND BALANCE CONTRACTORS IS ACCEPTABLE (TO ACCOMPLISH COMPETITIVE BIDDING OF WORK). RECORD DRAWINGS: CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE PLUMBING "RECORD DRAWINGS" AT THE TIME OF SUBSTANTIAL COMPLETION. "RECORD DRAWINGS" SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND AUTOCAD DRAWING FILES RELEASE 2007 OR 2008. 'RECORD DRAWINGS' SHALL CONSIST OF AN ACCURATE "RECORD DRAWING" OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL ACCURATE "RECORD DRAWINGS" ARE DELIVERED. ACCESS DOORS: CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12"X12") FOR DAMPERS, VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS PLUMBING SYSTEMS. FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. FIRE RATED ACCESS DOORS IN FIRE RATED WALLS OR CEILINGS SHALL BEAR A U.L LABEL FOR FIRE RATING REQUIRED. COORDINATE AND SCHEDULE THE WORK WITH THE OWNER TO MINIMIZE DISRUPTIONS TO THE NORMAL OPERATIONS AT THE BUILDING. Q ALL LOCATIONS OF EQUIPMENT, PIPING ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCE'S WITH OTHER TRADES. ALL WORK SHALL BE INSTALLED TO INSURE MAXIMUM HEADROOM, BALANCED OPERATION AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. COORDINATE WITH OTHER TRADES AND FIELD VERIFY EXISTING CONDITIONS FOR EXACT LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. PROVIDE ISOLATION VALVES AND UNIONS AT ALL EQUIPMENT AND AS INDICATED ON DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE —SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR CONDENSATE DRAIN OR STORM WATER PIPING, OR OTHER PARTS OF THE SYSTEM. HE SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. PROVIDE ALL PENETRATIONS REQUIRED TO COMPLETE INSTALLATION AND REMOVAL OF WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL EQUIPMENT OR PIPE PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. CLEANING, TESTING AND ADJUSTING: THE PLUMBING CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. TESTING: ALL DOMESTIC WATER PIPING SYSTEMS SHALL BE TESTED FOR ABSOLUTE TIGHTNESS BY 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. PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS REQUIRED. SEE SHOP DRAWINGS AND SUBMITTAL SECTION. TEST AND BALANCE REPORTS BY NON —APPROVED CONTRACTORS WILL BE REJECTED. THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. THE TEST AND BALANCE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING BUREAU. ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. MAINTENANCE MANUALS: PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY—DUTY, 2—INCH, 3—RING VINYL —COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: — OPERATING AND MAINTENANCE INSTRUCTIONS — SPARE PARTS LIST — COPIES OF WARRANTIES — WIRING DIAGRAMS — INSPECTION REPORTS do APPROVALS — SHOP DRAWINGS AND PRODUCT DATA — TEST AND BALANCE INFORMATION — PRESSURE TESTING RESULTS — CHLORINATION REPORT TRAINING SERVICES: THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON START—UP AND SHUT —DOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7—DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. SYSTEM IDENTIFICATION: PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH FOR EQUIPMENT INFORMATION. ALL VALVES SHALL BE TAGGED USING PLASTIC LAMINATE TAGS AND SECURED WITH BRASS CHAINS. THE TAGS SHALL INDICATE THE VALVE SIZE, SERVICE AND FUNCTION (IE. 2" CW., MAIN SERVICE SHUTOFF). HANGERS AND SUPPORTS: PROVIDE ALL NECESSARY PIPE SUPPORTS, HANGER, RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WARRANTY/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF 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 FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. tudio+l California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 �a��awosoo��W �i4+eraMaw rm 0 10310 Copyright — AN ideas, designs, metl"de and pia" halkated a rgmmnW by ft drevIng we owed by and the property of Peninsula Engineering, In and %era created, evolved and developed !err use m and lnmnnectlon wb the ep-I ld pm*L Now or eve idemt design, morrgernente, medwde er plan shag be used by a disclosed to my Pam, ferry err crrporatlen for my purpose alwtaoerer w bout aw written p"miedan of Penlrrada �A REVISIONS: ENGINEPWRRED,CORD: �e SYF,T (:-F ` uq%CPE, FL Reg. No. 37313 4 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SPECIFICATIONS PLUMBING POSO1 0 2016 Studio+ PLUMBING DRAWING INDEX SHEET SHEET DESCRIPTION PO.01 SPECIFICATIONS - PLUMBING PO.02 SCHEDULES, NOTES, LEGEND AND DETAILS - PLUMBING P2.11 FIRST FLOOR - DEMOLITION PLAN - PHASE 1 - PLUMBING P2.12 FIRST FLOOR - DEMOLITION PLAN - PHASE 2 - PLUMBING P2.13 FIRST FLOOR - DEMOU11ON PLAN - PHASE 3 - PLUMBING P2.14 FIRST FLOOR - DEMOLITION PLAN - PHASE 4 - PLUMBING P2.15 FIRST FLOOR - DEMOLITION PLAN - PHASE 5 - PLUMBING P2.16 FIRST FLOOR - DEMOLITION PLAN - PHASE 6 - PLUMBING P2.17 FIRST FLOOR - DEMOLITION PLAN - PHASE 7 - PLUMBING P4.11 FIRST FLOOR - RENOVATION PLAN - PHASE 1 - SANITARY WASTE AND VENT P4.12 FIRST FLOOR - RENOVATION PLAN - PHASE 2 - SANITARY WASTE AND VENT P4.13 FIRST FLOOR - RENOVATION PLAN - PHASE 3 - SANITARY WASTE AND VENT P4.14 FIRST FLOOR - RENOVATION PLAN - PHASE 4 - SANITARY WASTE AND VENT P4.15 FIRST FLOOR - RENOVATION PLAN - PHASE 5 - SANITARY WASTE AND VENT P4.16 FIRST FLOOR - RENOVATION PLAN - PHASE 6 - SANITARY WASTE AND VENT P4.17 FIRST FLOOR - RENOVATION PLAN - PHASE 7 - SANITARY WASTE AND VENT P5.11 FIRST FLOOR - RENOVATION PLAN - PHASE 1 - DOMESTIC WATER P5.12 FIRST FLOOR - RENOVATION PLAN - PHASE 2 - DOMESTIC WATER P5.13 FIRST FLOOR - RENOVATION PLAN - PHASE 3 - DOMESTIC WATER P5.14 FIRST FLOOR - RENOVATION PLAN - PHASE 4 - DOMESTIC WATER P5.15 FIRST FLOOR - RENOVATION PLAN - PHASE 5 - DOMESTIC WATER P5.16 FIRST FLOOR - RENOVATION PLAN - PHASE 6 - DOMESTIC WATER P5.17 FIRST FLOOR - RENOVATION PLAN - PHASE 7 - DOMESTIC WATER 41 PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUR / MODEL No. MARK WC-1 WATER CLOSET. (PHYSICALLY HANDICAPPED)(PRESSURE ASSISTED) (BEDPAN LUGS) 1. PRESSURE ASSISTED, VITREOUS CHINA, FLOOR MOUNTED AMERICAN STANDARD ELONGATED BOWL, CLOSE -COUPLED TANK, 1.6 G.P.F., 18 2168.175 HIGH FROM FINISH FLOOR. INTEGRAL BED PAN LUGS. 2. SEAT. PRESSURE ASSIST: FLUSHOMETER TANK SYSTEM. SLOAN-FLUSHMATE 3. SEAT. WHITE EXTRA HEAVY DUTY PLASTIC FOR ELONGATED BEMIS 1655-SSC BOWL, OPEN FRONT LESS COVER WITH CONCEALED CHECK AND S.S. HINGE POST. 4. BEDPAN WASHER: WALL MOUNTED EXPOSED FOR COLD CHICAGO FAUCET WATER ONLY WITH HOSE SPRAY, HOLDER AND VACUUM 809 BREAKER. (MOUNTING HEIGHT PER MANUFACTURER'S RECOMMENDATIONS) 5• SUPPLY: 3/8" ANGLE SUPPLY WITH ANNEALED VERTICAL McGUIRE TUBE, WHEEL HANDLE STOP AND ESCUTCHEON. L=1 LAVATORY. (PHYSICALLY HANDICAPPED) 1. VITREOUS CHINA, WALL HUNG, 20 1/2x18 1/4", PUNCHED AMERICAN STANDARD FOR COMBINA11ON FITTINGS. 0356.015 2. FITTING: 8" WIDESPREAD COMBINATION, CHROME PLATED 4" CHICAGO FAUCET WRIST BLADE HANDLES, GOOSENECK SPOUT, 0.5 G.P.M. 785-GN2B-317 FLOW LIMITER, 1 1/4" GRID STRAINER AND TAILPIECE. 3. TRAP: CAST BODY ADJUSTABLE "Per TRAP WITH CLEANOUT McGUIRE AND WHEELCHAIR DRAIN OFFSET. INSULATE DRAIN AND HOT WATER SUPPLY LINE. 4. SUPPLY. 3/8" ANGLE SUPPLY WITH ANNEALED VERTICAL McGUIRE TUBE, WHEEL HANDLE STOPS AND ESCUTCHEON. 5. CARRIER: RECTANGULAR STEEL UPRIGHTS WITH CONCEALED ZURN Z-1231 ARMS AND SLEEVES. SH-1 SHOWER: (PHYSICALLY HANDICAPPED) 1. ANTI -SCALED PRESSURE BALANCE SHOWER VALVE, SUPPLY SYMMONS ELL AND WALL FLANGE, HEAVY DUTY CHROME PLATED S-96-300-B30-L-V BRASS HOSE WITH RUBBER HOSE SWIVEL CONNECTOR, SUDE BAR, AERATED HAND HELD WITH RUBBER LINER, SHOWER. 2. SHOWER DRAIN: CAST IRON BODY WITH BOTTOM OUTLET ZURN ZN-145-5B COMBINATION INVERTIBLE MEMBRANE CLAP AND ADJUSTABLE TYPE NICKEL BRONZE STRAINER. BL-L BATH TUB/SHOWER: (PHYSICALLY HANDICAPPED) 1. ACID -RESISTANT ENAMELED CAST IRON RECESS AMERICAN STANDARD 60"x30"x14". 2461.002 2. FITTING: PRESSURE BALANCING MIXING VALVE, INTEGRAL SYMMONS THERMOMETER, LEVER DIVERTER, TUB SPOUT, WALL/NAND S-96-400XLV-B30 SHOWER WITH FLEXIBLE 5"HOSE, IN -LINE VACUUM BREAKER, 30" ADJUSTABLE SLIDE BAR FOR HAND HELD SHOWER, SHOWER HEAD, POUSHED CHROME FINISH. 3. BATH DRAIN: BATH WASTE AND OVERFLOW 17 GA. BRASS, McGUIRE CHROME FINISH. 51 SINK: (DOUBLE COMPARTMENT) 1. TYPE 302, 18-8 STAINLESS STEEL, SELF RIMMING SINGLE ELKAY DLR-3322-10 COMPARTMENT, 33"x22"x10" DEEP, PUNCHED FOR 3 HOLES, 1 1/2" TAILPIECE AND STAINLESS CUP STRAINER. 2. FITTING: CENTERSET FAUCET ON 8" CENTERS WITH SWING CHICAGO FAUCET GOOSENECK SPOUT, 4" WRIST BLADE HANDLES. 1.6 G.P.M. 201-GN8A-317 FLOW CONTROL 3. TRAP: CAST BRASS ADJUSTABLE "Per TRAP WITH CLEANOUT McGUIRE 4. SUPPLY, 3/8" ANGLE SUPPLY WITH PLASTIC VERTICAL McGUIRE TUBE, WHEEL HANDLE STOPS AND ESCUTCHEON. ,1=2 SINK: (SINGLE COMPARTMENT) 1. TYPE 302, 18-8 STAINLESS STEEL, SELF RIMMING DOUBLE ELKAY COMPARTMENT, 33" X 21 1 /4" X 6", PUNCHED FOR 3 HOLES, LRAD3321 1-1/2" TAILPIECE AND STAINLESS CUP STRAINER. 2. FITTING: DECK MOUNTED, GOOSENECK SPOUT, 2 GPM FLOW DELTA FAUCET CONTROL MODERATOR, AND METAL LEVER BLADE HANDLE. No. 27T2944 3. TRAP: CAST BRASS ADJUSTABLE "Per TRAP WITH CLEANOUT. McGUIRE 4. SUPPLY: 3/8" ANGLE SUPPLY WITH PLASTIC VERTICAL TUBE, McGUIRE WHEEL HANDLE STOPS AND ESCUTCHEON. 5=3 SINK: (SINGLE COMPARTMENT) 1. TYPE 302, 18-8 STAINLESS STEEL, SELF RIMMING DAYTON D-11719 SINGLE COMPARTMENT, 17"x19"x6 1/8" DEEP, PUNCHED FOR 3 HOLES, TAILPIECE AND STAINLESS CUP STRAINER. 2. FITTING: CONCEALED BODY, ADJUSTABLE 8" CENTERS, SWIVEL CHICAGO FAUCET GOOSENECK SPOUT, 4" WRIST BLADE HANDLES. ALL EXPOSED 786-GN2A-317 PARTS POLISHED CHROMIUM PLATED FINISH. 1.6 GPM INTEGRAL FLOW CONTROL 3. TRAP: CAST BRASS ADJUSTABLE "P" TRAP WITH CLEANOUT. McGUIRE 4. SUPPLY. 3/8" ANGLE SUPPLY WITH PLASTIC VERTICAL TUBE, McGUIRE WHEEL HANDLE STOPS AND ESCUTCHEON. 5=i SINK: (DOUBLE COMPARTMENT)(ADA COMPLIANT) 1. TYPE 302, 18-8 STAINLESS STEEL, SELF RIMMING DOUBLE ELKAY COMPARTMENT, 33" X 21 1/4" X 6% PUNCHED FOR 3 HOLES, LRAD3321 1-1/2" TAILPIECE AND STAINLESS CUP STRAINER. 2. FITTING: DECK MOUNTED, GOOSENECK SPOUT, 2 GPM FLOW DELTA FAUCET CONTROL MODERATOR, AND METAL LEVER BLADE HANDLE. No. 27T2944 3. SUPPLY: 3/8" ANGLE BALL STOP, 1 /4 TURN, WITH ANNEALED BRASSCRAFT VERTICAL TUBE AND ESCUTCHEON. 4. TRAP: CAST BODY ADJUSTABLE "P" TRAP WITH CLEANOUT. McGUIRE SINK: (SINGLE COMPARTMENT) 1. TYPE 304, 18 GAUGE, STAINLESS STEEL, SELF RIMMING, SINGLE ELKAY DLR171610 COMPARTMENT, 17"x16"x10" DEEP, PUNCHED FOR 3 HOLES, TAILPIECE AND STAINLESS CUP STRAINER. 2. FITIING: CONCEALED BODY, ADJUSTABLE 8" CENTERS, SWIVEL CHICAGO FAUCET GOOSENECK SPOUT, 4" WRIST BLADE HANDLES. ALL EXPOSED 786-GN2A-317 PARTS POLISHED CHROMIUM PLATED FINISH. 1.6 GPM INTEGRAL FLOW CONTROL 3. TRAP: CAST BRASS ADJUSTABLE "P" TRAP WITH CLEANOUT. McGUIRE 4. SUPPLY: 3/8" ANGLE SUPPLY WITH PLASTIC VERTICAL TUBE, McGUIRE WHEEL HANDLE STOPS AND ESCUTCHEON. ER_L FLOOR DRAIN W/AUTOMATIC TRAP PRIMER: 1. DRAIN: CAST IRON BODY WITH BOTTOM OUTLET ZURN ZN-415-P COMBINATION INVERTIBLE MEMBRANE CLAMP AND DEEP SEAL TRAP ADJUSTABLE TYPE NICKEL CAST BRONZE STRAINER, TRAP PRIMER CONNECTION. 2. SANI-GUARD AUTOMATIC TRAP PRIMER, ALL BRONZE BODY ZURN Z-1022 WITH INTEGRAL VACUUM BREAKER, NON -LIMING INTERNAL OPERATING ASSEMBLY WITH GASKETED BRONZE COVER. AAV-1 AIR ADMITTANCE VALVE: 1. AIR ADMITTANCE VALVE: LISTED FOR COMMERCIAL USE, STUDOR VERMIN PROTECTION SYSTEM. 2. ACCESS BOX: 1 1/2" TO 2" VENT PIPE CONNECTION, COVER STUDOR GRILLE. (IF REQUIRED) PLUMBING LEGEND SYMBOL ABBRV. DESCRIPTION SAN SAN SANITARY WASTE - CW COLD WATER - - HW HOT WATER - - - HWR HOT WATER RETURN DIRECTION OF FLOW ----- V ----- V VENT LINE J L VTR VENT THRU ROOF ca- P-TRAP I_- FD FLOOR DRAIN 03-- HD HUB DRAIN ECO EXTERIOR CLEANOUT /yip WCO WALL CLEAN OUT II- CO CLEAN OUT FCO FLOOR CLEAN OUT GV GATE VALVE CV CHECK VALVE --I rl- BALL VALVE (FULL PORT) Q WATER HAMMER ARRESTOR �i--0 HB HOSE BIBB E CAPPED PIPE Go RISER DOWN (ELBOW) 0! RISER UP (ELBOW) BRANCH - TOP CONNECTION i BRANCH - BOTTOM CONNECTION BRANCH - SIDE CONNECTION POC POINT OF CONNECTION NOTE: EXISTING CONDITIONS AS SHOWN ON THESE DRAWINGS ARE TAKEN FROM ORIGINAL AND AS -BUILT DRAWINGS OF THE BUILDING. THESE DRAWINGS IN PART ARE UNVERIFIED AND 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 WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION UNDER NEW WORK. 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 NON -ACCESSIBLE CEILINGS SHALL HAVE 24 in. X 24 in. METAL ACCESS PANELS UNLESS INDICATED OTHERWISE ON DRAWINGS. PROVIDE UL 1 1/2 HOUR LABEL ACCESS PANELS IN 1 AND 2 HOUR CONSTRUCTION. 7. INSTALL SHUTOFF VALVES ON ALL WATER LINES IN THE FOLLOWING LOCATIONS: - ALL MAJOR BRANCH RUNS SUCH AS BRANCHES SERVING A FLOOR, WING, OR A MAJOR SECTION OF BUILDING. - ALL EQUIPMENT CONNECTIONS. - OTHER LOCATIONS AS MAY BE INDICATED ON DRAWINGS. 8. INSTALL BALANCING VALVES AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR PROPER BALANCING OF THE VARIOUS SYSTEM. 9. PLUMBING CONTRACTOR SHALL PROVIDE VALVE DIRECTORY WITH A TAG SCHEDULE SHOWING LOCATION OF EACH VALVE, TYPE, NUMBER, MANUFACTURER, FUNCTION AND ALL OPERATING POSITIONS. 10. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL A MEANS OF BACKFLOW PROTEC71ON OF THE POTABLE WATER SYSTEM AS INDICATED ON DRAWINGS AND AS REQUIRED PER 2014 FLORIDA BUILDING CODE (5th EDITION) - PLUMBING: SECTION 608. 11. AT ALL PUBLIC HAND WASHING FACILITIES PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL A APPROVED WATER TEMPERATURE LIMITING DEVICE. EITHER A THERMOSTATIC OR MECHANICAL MIXING VALVE THAT CONFORMS TO ASSE 1070 OR CSA B125.3. REFER TO 2014 FLORIDA BUILDING CODE (5th EDITION) - PLUMBING: SECTION 416(5). 12. 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. 13. 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. 14. PLUMBING CONTRACTOR SHALL PROVIDE BELLOW TYPE WATER HAMMER ARRESTORS ON ALL HOT AND COLD WATER LINES. INSTALL IN UPRIGHT POSITION AT ALL QUICK CLOSING VALVES, SOLENOIDS, ISOLATED PLUMBING FIXTURES AND SUPPLY HEADERS AT PLUMBING FIXTURE GROUPS. LOCATE AND SIZE AS SPECIFIED OR AS SHOWN ON THE DRAWINGS AND WHERE NOT SHOWN, LOCATE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND COMPLY WITH THE PLUMBING AND DRAINAGE INSTITUTE STANDARDS WH 2O1. 15. 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. 16. ALL VENTS THRU ROOF SHALL BE A MINIMUM OF TEN FEET (10'-0") FROM ANY AIR INTAKE. 17. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 18. 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. 19. PLUMBING CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE, CAREFULLY STUDY THE PLUMBING DRAWINGS, AND BECOME THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS BEFORE BIDDING, NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR EXTRA WORK CLAIMS BECAUSE CONTRACTOR FAILED TO FOLLOW THESE DIRECTIONS. 20. 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. 21. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH OWNER IN ADVANCE. PLUMBING CONTRACTOR SHALL SUBMIT TIME THAT SERVICE WILL BE DOWN, AREA OF PIPING AND ANY EQUIPMENT THAT WILL BE AFFECTED. SCHEDULE ANY INTERRUP1ION 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 OWNER'S APPROVAL 22. DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE TO THE PLUMBING SYSTEM. THE RECORD DRAWINGS SHALL SHOW, CHANGES, DIMENSIONS AND LOCATIONS OF ALL PIPING. CHANGES SHALL BE DONE IN AUTOCAD RELEASE 14 OR ABOVE AND SUBMITTED TO THE OWNER AND GENERAL CONTRACTOR AT FINAL COMPLETION. d 0i o+ California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2niA Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER ` �I 5650 DTC Parkway, Suite 100 Englewood, CO 80111 ENGINEER P:303.773.0436 F:303.773.0053 /yam E-Mol 6s �oa" ,ore 0 lame Upyrl,M - An Wens d"Ww methode and One orned�byy end od or represented aperty fP owinti kado Engineering. Inc and were «eats evolved and developed for use on and h connection specified the ecified prolWL None of the WMA dseigm, awangernsete, methods or pans el"1 be used by or 0hk1 to any perm, firm or corporation for any purpose whatsoew without the written permb"bn of Peninsula REVISIONS: ENGINE" ,,gFREC,0RRQ: i313 S T F,Jf Jose AP'I�6F�I��;�t�'E, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SCHEDULES, NOTES, LEGEND AND DETAILS se PLUMBING POmO2 0 2016 Studio+ 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 5. THE LEVEL OF DETAIL PROVIDED IN THE DEMOLITION DOCUMENTS IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION. DEMOLITION MAY REVEAL PAST REMODELING, FIELD CHANGES AND RENOVATION WORK THAT MAY REQUIRE CLARIFICATION. 6. DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION IN THE AREA OF CONCERN. PLUMBING DEMOLITION PLAN NOTES EXISTING SINK 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 PLUMBING FIXTURE TO REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2018 ALDFN ROAD ORLANDO, FLDRIDA 321903 Y� 4ff1a11� ; FAY 1672&04 http: //www. aoam E-Mat to pefllaoom JOB it 15318 Copyright — All ldeo, dedgna methods and plone In kated or r.p,—ted by this d—Ing urn owed by and the property of Peninsula Englneedng, Inc and were created aWl d and d..duped for use on and In connection Nth the spaci(led protect. Nan. o1 the Ideas, d-Igm mang-.t% method, or plans shall be used by or dleclosed to any person, thm or corporallon for any purpme who[—., wllhout the written prmisslon of Pwlnsulo Engherhg, Inc. our REVISIONS: ENGINEER OF RECORD: \c' No. 37313 --o STATEOF 4 �. OR Jose'AleMarques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR - DEMOLITION PLAN PHASE 1 - PLUMBING PROJECT NORTH TRUE NORTH FIRST FLOOR - DEMOLITION PLAN - PHASE 1 - PLUMBING 1 Z//� P2ml 1 1 /8" = 1 I-0" Qj 0 © 2016 Studio+ u.. I ! L.. studio I 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. 5. THE LEVEL OF DETAIL PROVIDED IN THE DEMOLITION DOCUMENTS IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION. DEMOLITION MAY REVEAL PAST REMODELING, FIELD CHANGES AND RENOVATION WORK THAT MAY REQUIRE CLARIFICATION. 6. DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH DEMOU11ON IN THE AREA OF CONCERN. PLUMBING DEMOLMON PLAN NOTES 0 EXISTING SINK 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. O EXISTING SHOWER 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. O3 EXISTING LAVATORY 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 WATER CLOSET TO REMAIN. REFER TO PLUMBING RENOVATION PLAN FOR ADDITIONAL INFORMATION. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P: 239.357 4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 ff N N I A Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2W O All" ROAD M-ANDO, FL3OpR IRA 32W3 t� 4W.lH. ;FAX W.a4 04 http://www.peffic.00m E—Mal toc peN*Wa.00m Copy' 9 All Ideas, design., method. and plan. Indicated a repreeentad by We drawhg are owned by and the property of Peninsula Engineering, Inc and were created, evolved and developed far uee an and In connectlon with the apecifled project. Nare of the Ideae, deelgne, amangement4 methode or plane shal be uaed by a dledoeed to any person, firm or corperatlon for any purpose whatsoever without the wrltien pe alwlon of Pealneuie REVISIONS: FNGINE,�R"OF RECORD: `� �• •••• '••w• ��, mod. 1 f No. 37313 • '�' 7 STATIC OF cc . Jose A. ;Mprgyes, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR - DEMOLITION PLAN PHASE 2 - PLUMBING PROJECT NORTH TRUE NORTH FIRST FLOOR - DEMOLITION PLAN - PRASE 2 - PLUMBINGP2m12 1/8" V-0" U) (z) @ 1 2016 Studio+ PLUMBING DEMOLITION NOTES studio+l RESIDENT STORAGE rr I'I EkfECT SEMI RIVAT ATIEN ROOM SEMI RIVAT ATIEN ROOM SEMI RIVAT ATIEN ROOM SEMI RIVAT PATIENT ROOM SEMI PRIVATE PATIENT IROOMI TILT. RM { I !I 3 r i 4 � TILT. RM 1 I I I t" TILT. RM a 1 TILT. RM 021 /rA zi, I= SR R TILT. RM { SEMI RIVAT 3 I - ATIEN �._ ROOM i i SOILED HOLDING CLEAN I) SUPPLY MECH. � � WEB M f ME =J I i SEMI IVATE o V-4 "AFATIENT 11 ROOM r i i SEMI PRIVATE 13 a ATIEN L I ROOM { TL:rlM 4 LT. RM 4 I i SEMI 3 li RIVATL PATIENT ROOM i 3 " SEMI TVA 1P ATIEN TLT. R ROON 4 NOURISHMENT t II II f PHASE 3 - SCOPE AREA DINING ROOM 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. 5. THE LEVEL OF DETAIL PROVIDED IN THE DEMOLITION DOCUMENTS IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION. DEMOLITION MAY REVEAL PAST REMODELING, FIELD CHANGES AND RENOVATION WORK THAT MAY REQUIRE CLARIFICATION. 6. DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION IN THE AREA OF CONCERN. PLUMBING DEMOLITION PLAN NOTES O1 EXISTING SINK 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. O EXISTING SHOWER 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. 3O EXISTING LAVATORY 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 WATER CLOSET TO REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. 1 ADMISSIONS OFFICE 1 Ii � II KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa. Florida 33605 P:239.35T4983 AA26002372 Peninsula Engineering, INC. MEP&FP ,- 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 Zola ALM ROAD ORUNDO, nj3OpR�Mp 32M IQtx10; FAY 10►llltw http://ww. cLoom E—Mal toc pailpsiftcom JOB ggl: 16318 Copyright — All Ideaa, doalgn,, rnothoda and plan, indcated a r.W—ted by lhla dr lnq oro owned by and the property of Peninoula Englneadnq. Inc. and wore creotud. evolwrd and developed for use an and In connection with the specifled project None of the Ideas, deelgne, arrangements. methods or plane shag be used by or disclosed to any person, lo-m or carporotlm for my purpose whatsoever without the written parmieslm of Peninsula Fsgneerinq Inc. 0 REVISIONS: ENGINEER OF RECORD: e, pf w •r •. S TAI- E OF A � o Jose A. Marques, rPE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - DEMOLITION PLAN PHASE 3 - PLUMBING FIRST FLOOR - DEMOLITION PLAN - PHASE 3 - PLUMBING PROJECT NORTH TRUE NORTH 1 1 /8" = V-011 P2ml 3 © 2016 Studio+1 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. 5. THE LEVEL OF DETAIL PROVIDED IN THE DEMOLITION DOCUMENTS IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION. DEMOLITION MAY REVEAL PAST REMODELING, FIELD CHANGES AND RENOVATION WORK THAT MAY REQUIRE CLARIFICATION. 6. DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION IN THE AREA OF CONCERN. PLUMBING DEMOLITION PLAN NOTES O1 EXISTING SINK 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. O EXISTING SHOWER 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 LAVATORY 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 WATER CLOSET TO REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. �5 EXISTING THERAPY TUB DRAIN AND DOMESTIC WATER CONNECTIONS TO BE REMOVED AND CAPPED USING APPROVED CAPPING METHODS. ©EXISTING CLINICAL SINK TO REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. @ EXISTING SHOWER TO REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. KEY PLAN (N.T.S.): studio California I Florida 2211 F 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 AU" ROAD M-011DOFL3OpR�IDDA 3290.3 Y� 1Q).29{.11A9 ; rAlf �QLI4A.1111 http:I,—p� a�oan E—Mal to: paNialla.ca» JOB 0: 16316 Copyright — All Ideas, designs, methods and plans In®cated or represented by this Aawrig are owned by and the property of Peninsula Engineering, Inc and were created, evolved and developed for use on and In c—ton with the specified po}sct None of the ideas. designs, arrangements, methods or plans shah be used by or dleclosed to any person, firm or corparatlon for any purpose whatsoever without the written pemnisslon of Penlnsulo Engneeri% Inc 0 REVISIONS: ENGINEER OF RECORD: . No. 37313 • rvt -0 STATE F '- E U. �. '®��lfe�gcAlltlh, Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE- ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR - DEMOLITION PLAN PHASE 4 - PLUMBING PROJECT NORTH TRUE NORTH FIRST FLOOR - DEMOLITION PLAN - PHASE 4 - PLUMBING 1 (�J% P2n14 1 /8" = V-0" n 2016 Studio+ studio 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. 5. THE LEVEL OF DETAIL PROVIDED IN THE DEMOLITION DOCUMENTS IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION. DEMOLITION MAY REVEAL PAST REMODELING, FIELD CHANGES AND RENOVATION WORK THAT MAY REQUIRE CLARIFICATION. 6. DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION IN THE AREA OF CONCERN. MEDICAL GAS DEMOLITION NOTES 1. THE MEDICAL GAS CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF EXISTING MEDICAL 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 COILING 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. 3. MEDICAL GAS 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. 5. THE LEVEL OF DETAIL PROVIDED IN THE DEMOLITION DOCUMENTS IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION. DEMOLITION MAY REVEAL PAST REMODELING, FIELD CHANGES AND RENOVATION WORK THAT MAY REQUIRE CLARIFICATION. 6. DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION IN THE AREA OF CONCERN. PLUMBING DEMOLITION PLAN NOTES Q1 EXISTING SINK 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. O EXISTING SHOWER 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. �3 EXISTING LAVATORY 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 PLUMBING FIXTURE TO REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. �5 EXISTING MEDICAL GAS MASTER ALARMS SERVING EXISTING OXYGEN MANIFOLD AND EXISTING VACUUM COMPRESSOR TO BE RELOCATED. REFER TO PLUMBING RENOVATION PLAN, P5.15 FOR ADDITIONAL INFORMATION. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORL ANDO. FL3ORDDA 32803 M 407J FNf 407x1M4 http:I,— pp aoam E—Mal to pslOp�ai c corn JOB it 16316 Copyflght - All Wean, deelgne, method, and plan, In to'tsd or repr—t d by thl, rtorng are ornad by and the property of P.T—la fngineedog. Inc and were created, evolved and developed for uee an aW In cannactlon rlth the p*c1tled protect. None of the Idea,, deelgne, wnng-.ta. methods or plan, h.1 be used by or dleclaeed to any perms, firm or coparatlm for ay purpo,e whateo ' rlthoul the wrltten per I.I n of Penlneula Fsgrweronq Inc. a �2p(jxj 1_�t 6 REVISIONS: ENGINEER_ OF RECORD: 4, cE N a O 7;:. No.3313 STATE OFc �Q •'• FC OR�OF,•'• Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - DEMOLITION PLAN PHASE 5 - PLUMBING PROJECT NORTH TRUE NORTH FIRST FLOOR - DEMOLITION PLAN - PHASE 5 - PLUMBING 1 1/8" = 1'-Orr P2ml 0 2016 Studio+ studio M" A OC G Cknr1MC r1C 1A/r1n1Z 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. 5. THE LEVEL OF DETAIL PROVIDED IN THE DEMOLITION DOCUMENTS IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION. DEMOLITION MAY REVEAL PAST REMODELING, FIELD CHANGES AND RENOVATION WORK THAT MAY REQUIRE CLARIFICATION. 6. DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION IN THE AREA OF CONCERN. MEDICAL GAS DEMOLITION NOTES 1. THE MEDICAL GAS CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF EXISTING MEDICAL 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. 3. MEDICAL GAS 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. 5. THE LEVEL OF DETAIL PROVIDED IN THE DEMOLITION DOCUMENTS IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION. DEMOLITION MAY REVEAL PAST REMODELING, FIELD CHANGES AND RENOVATION WORK THAT MAY REQUIRE CLARIFICATION. 6. DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION IN THE AREA OF CONCERN. PLUMBING DEMOLI11ON PLAN NOTES 0 EXISTING SINK 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. O EXISTING SHOWER 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. O3 EXISTING LAVATORY 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 WATER CLOSET TO REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. ( EXISTING CLINICAL SINK TO BE REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. © EXISTING MEDICAL GAS LOCAL ALARM PANEL SERVING PATIENT ROOMS TO BE RELOCATED. REFER TO PLUMBING RENOVATION PLAN, SHEET P4.16 FOR ADDITIONAL INFORMATION. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239,357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 201E ALDEN ROAD DRLANDO. RONDDA 32803 � IU/M1� ; Alf IW.2M.M4 http•".17 p 00m E-Mail to 1lacan JOB /c 16316 Copyright — NI Id... designs, methods and plane Indicated or r.p,eeented by thls Mae" are owned by and the property of Penlneula Engineering, Inc and ware created, evolved and developed for usa on and in connectian Nth the ep.ifled pro)ect. None of the Ideax deelgne, arrangements% methods or plans shot be used by or dleelased to any preen, 9- or corpaatla for any purpose whate "r without the written prmiselon of Peninsula Engh—sq, hc. o nr [101TWOMO [GlM ENGINEER OF RECORD: No. 37313 STATE OF le .� Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS. 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 FIRST FLOOR - DEMOLITION PLAN PHASE 6 - PLUMBING PROJECT NORTH TRUE NORTH FIRST FLOOR - DEMOLITION PLAN - PHASE 6 - PLUMBING 1 1��' P2m16 1/8" = 1'-0" �u 0 © 2016 Studio+ 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 U11LIZING 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. 5. THE LEVEL OF DETAIL PROVIDED IN THE DEMOLITION DOCUMENTS IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION. DEMOLITION MAY REVEAL PAST REMODELING, FIELD CHANGES AND RENOVATION WORK THAT MAY REQUIRE CLARIFICATION. 6. DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH DEMOLITION IN THE AREA OF CONCERN. PLUMBING DEMOLITION PLAN NOTES QQ EXISTING SINK 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. O2 EXISTING LAVATORY 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. O3 EXISTING WATER CLOSET TO REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. KEY PLAN (N.T.S.): studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 =5 ALM ROAD W-ANDO. FUNDA 32803 1a� arx°i�e �aoxtws http: www. a ann E-Mat! to p mcom Joe it 1831E Copyrlghl - All Ideas, denigne, methoda and plan, indlcaled or reprenented by In[.dowhg aro ovmod by and the property of Pminsula Enginaoring, Inc and .are created, avolved and developed fa see on and In connection with the apecifled pmlect. None of the Idea& deelgne. amangemenl& methods ot pane "I be used by or dlerlos.d to any person, fhn or cnot.flon fa any purpose whatsoever rlthout the written permission of Penlneulo Erg—lig, Inc our REVISIONS: ENGINEER OF RECORD: EN No. 37313 v STATE OF Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR - DEMOLITION PLAN PHASE 7 - PLUMBING PROJECT NORTH TRUE NORTH FIRST FLOOR - DEMOLITION PLAN - PHASE 7 - PLUMBING 1 1 '(X� P2ml 7 1 /8" = 1 '-0" �u (D © 2016 Studio+ studio PLUMBING RENOVATION PLAN NOTES O1 PLUMBING CONTRACTOR SHALL TIE NEW 1 1/2" WASTE LINE FROM NEW SINK INTO EXISTING VENTED SANITARY WASTE LINE LOCATED IN WALL. Q2 EXISTING PLUMBING FIXTURE TO REMAIN. REFER TO PLUMBING RENOVATION PLANS FOR ADDITIONAL INFORMATION. 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. Q3 PLUMBING CONTRACTOR SHALL TIE NEW 3" SANITARY WASTE LINE BELOW SLAB INTO NEAREST EXISTING SANITARY WASTE LINE OF PROPER SIZE. ® PLUM,BING CONTRACTOR SHALL TIE NEW 1 1/2" SANITARY VENT LINE ABOVE CEILING INTO NEAREST EXISTING SANITARY VENT LINE OF PROPER SIZE. O5 PLUMBING CONTRACTOR SHALL TIE NEW 3" SANITARY WASTE LINE BELOW SLAB INTO EXISTING 3" SANITARY WASTE LINE BELOW SLAB. 514 � E�151 NG N 0 0 �T� i G. 0TI� 0 P y103 I v I .LNG :�15PN PHASE 1 SANITARY WASTE AND VENT RISER DIAGRAM SCALE: NONE KEY PLAN (N.T.S.): California ( Florida 2211 E. 7TH Ave, Suite A. Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLA DO, FLORIDA3pgy32803 161� /O7.Nl ; fAX 41aurnleµ http://www.poHtmcom E—Mal to p la.00m J08 j: 1631a Copyright All Ideoe, de lgn,, method, and pl-. Indkoted or repreoeoted by thl, drawing are owned by wd the property of Penlnwla Englneming, Inc. and were vented. evolved and developed for uee w wd In—nertlw wkh the yclflvl profit. Nwe of the IdmN ddgn,, arrangement,, melhadti ar plan, *.9 be uxd by or 11.1—d to any prow, flan v corporotlon far any purp— what,o w wltj n t the wrltlm 1 m0"lw of Penlnwla tngin—nq, Inc c e ht REVISIONS: ENGINEER OF RECORD: No. 37313 a y 77 STATE OF ;. 0, • Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER. FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR -RENOVATION PLAN PHASE 1 -SANITARY WASTE &VENT FIRST FLOOR - RENOVATION PLAN - PHASE 1 - SANITARY WASTE AND VENT tlx� P4ml 1 PROJECT NORTH TRUE NORTH 1 1 /8" = 1'-0" (D © 2016 Studio+1 studio PLUMBING RENOVA110N PLAN NOTES O1 PLUMBING CONTRACTOR SHALL TIE NEW 2" WASTE LINE FROM SHOWER (a_1) INTO EXISTING VENTED SANITARY WASTE LINE BELOW SLAB. O2 PLUMBING CONTRACTOR SHALL TIE NEW 1 1/4" WASTE LINE FROM LAVATORY INTO EXISTING VENTED SANITARY WASTE LINE IN WALL O3 PLUMBING CONTRACTOR SHALL TIE NEW 1 1/2" WASTE LINE FROM SINK INTO EXISTING VENTED SANITARY WASTE LINE IN WALL. ®EXISTING WATER CLOSET TO REMAIN. G , EXISTi PAS 1✓ �T. 1J1 EIS¶/ PA•f 1I►�G ' VEST T� 1 SEXISITAR� AfJ EXG nN �P o G. V T/� ' 2 � Ep�IING TAR S P1 " G aTAT P 0 NG G EX15 ARS EXIST Tr55AN' T ING vE� I VfNT 0 NG ' P'2 � SA�RITARY I P'01 T G PPT G (ISIN 1 o�3T a EXI NARY N �5A EXI ITARY 1 SAS 1 G .15 IN 5AN'TAR� 1J. PP o p�T 1 SANITARY WASTE AND VENT RISER DIAGHAM SCALE: NONE 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. G� I EXI5�� vE INT l✓ PPT• P c 1�15 ITARIS��GY SA� 9� 019 I EXIS� G PTI EXISTPRy IS�I�G 0G �' REGROp� SAtJ I EX P• �%' � Vf I I � P0G 5TA(F 5AINIrAR SA5ITARY EX� 1 NG BEN II POG• I� PPf ' 1r�f' STING XI R AOITAf KEY PLAN (N.T.S.): VV�0A0 Ps EXI51N G o.c• t�clSn r5rANITA California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357-4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 201D ALDEN ROAD ORLANDO�, FLORIDA 32903 YOff 1Q7.41111� IW—M6.Mf4 http: //wrr.pp aoom E—Mal to peiOp�ellla.com JOB A 15316 Copyright - NI ideas, deslgna methods and plans indicated or represented by this dvwhg are owned by and the property of Pmined. Engineering, I nc and were created evolved and developed to use on and h cannecticn Nth Ue yxlfled proJecl. None al the Ideas, desi gn. arrangements, methods ar plans shall be used by a dlxlosed to anso y pern, fm or corporation for any purpoee ,h.t—., wllhoul the written p-1.1on of Perrin ld Engheerhg. Inc. 0 REVISIONS: ENGINEER OF RECORD: co No. 37313 STATE OF �0,.• 'fL ORID " Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE 12/16/2016 SHEET TITLE FIRST FLOOR -RENOVATION PLAN PHASE 2 -SANITARY WASTE &VENT FIRST FLOOR - RENOVATION PLAN - PHASE 2 - SANITARY WASTE AND VENT PROJECT NORTH TRUE NORTH 1 1�/� (:A P4m12 1 /8" = V-0" �:u Q� © 2016 Studio+ RESIDENT STORAGE 1050 ELECT. — j 1048 3 , D= r z TLT. R ! I I — 1 Q47T L.__._a...... SEMI RIVAT P.O.0 -- PATIENT 1 ROOM 1047 3 ._.._ -" TLT, R 1 T f u� SEMI--- P.O.0 RIVATDATIE 1 ROOM ROOM 1045 J/ SEMI PRIVATE PATIENT ROOM " 1039 ...........M.! E:LT�.--R -1 ! i ' t TLT. R SEMI L=1 RIVAT P.O. . ATIEN 1 ROOM 1037 SEMI -' PRIVATE PATIENT y - -' ROOM 1035 .R RM. _ K4 1-05 T u_�jUROOM SEMI n �• ! �',I RIVATE ATIENT 1052 P.O.C. 4 SOILED HOLD. XISTING /,�, 1051 4"SAN—/ ---- S WER 'n—-. 1= = CORRIDOR 1034 J NEW 3"SAN 16 NEW I_ 1 1/2-VENT MECH. 1055 CLEAN SUPPLY 1054 CORRIDOR I T. RM. �T I _ -� O.C. t____: SEMI IL ]RIVAT "PATIENT' ROOM 1046 ( I -_ S MI IVATE PATIENT 4LT. ROOM1040 1040T ' T. RM. (Y38T I i L=1J I I � r SEMI O.C. RIVAT - 1PATIENT "— ROOM 1038 _.-_.. ......... i S E M I"____.._:. 7 P.O.C. PRIVATE PATIENT 00 —�,-- 1036 LT. M. 2" I 1036T 2"VENTL 1--Z - lm:7-:_ 3"SAN��AAV_1 AIR ADMITTANCE BISTRO VALVE 1032 I PHASE 3 - SCOPE AREA DINING ROOM 1031 ADMISSIONS OFFICE ' 1063 I 4" MIN. ) P—TRAP i TRAP ARM AIR ADMITTANCE VALVE (STUDOR OR EQUAL) TO WASTE DRAIN FINISH FLOOR NOTE: 1. AIR ADMITTANCE VALVE SHALL BE INSTALLED 4" MINIMUM ABOVE THE WEIR OF FIXTURE TRAP FOR SINGLE FIXTURE AND BRANCH VENTING AND 6" ABOVE THE FLOOD LEVEL OF THE HIGHEST FIXTURE FOR STACK VENTING. 2. EACH VALVE SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. 3. VALVE SHALL BE PROVIDED WITH ACCESS BOX WITH GRILLE WHEN IT IS NOT FEASIBLE TO INSTALL WITHIN CABINET. 4. ACCESS BOX SHALL CARRY THE UPC AND ICC LISTINGS. AIR ADMITTANCE VALVE (AAV) DETAIL scow None PLUMBING RENOVATION PLAN NOTES OPLUMBING CONTRACTOR SHALL TIE NEW 1 1/4" WASTE LINE FROM LAVATORY INTO EXISTING VENTED SANITARY WASTE LINE IN WALL. Q PLUMBING CONTRACTOR SHALL TIE NEW 2" WASTE LINE FROM SHOWER (aj) INTO EXISTING VENTED SANITARY WASTE LINE BELOW SLAB. (3 EXISTING PLUMBING FIXTURE TO REMAIN. 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. ® PLUMBING CONTRACTOR SHALL TIE NEW 3" SANITARY WASTE LINE BELOW SLAB INTO EXISTING SANITARY WASTE LINE BELOW SLAB. O5 PLUMBING CONTRACTOR SHALL TIE NEW 2" SANITARY WASTE VENT LINE INTO NEAREST EXISTING SANITARY VENT LINE OF PROPER SIZE. ©PLUMBING CONTRACTOR SHALL TIE NEW 1 1/2" SANITARY WASTE VENT LINE INTO NEAREST EXISTING SANITARY VENT LINE OF PROPER SIZE. (7 PLUMBING CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ICE MACHINE FLOOR DRAIN (E"- WITH EQUIPMENT VENDOR PRIOR TO INSTALLATION. -� E�ISING TR• f I 1�°�1T �G �ISnNG � P E Vf NT �15 PNG �(ISING�( (SING l� Exj T / ' �SA�ITAR EVf NT O �T �� P G G �• P.O. G ETING XIS1ARY ING T1°3g 1 1 ' S NI 1 �T 15 D G A G. EXT E�15nN O.C. '� P ✓ /G LNG SENT P 1 EAR� A� ��/ R� 1., xIS NG NI1 NG A4u NT x� TARS TRSA �J Tt, a°T EMIT P C. S¶NG 1 ° .'t NG,�'' I E�NITARY R�. ' ` XI5nNR Af�S¶5A G.T�D ENITATFfSETO'3�SA P.O.G. ; EX15�AR� P G• E�IS1AR� � � �SANIT 2 1ANI T R�. rl P °.G E�ISINR� fIANI•(A i c � 1�jnrV G 1°52 r j P. SANG NG .� E�IS�AR� ENT ' �S501 P 0-G' � V4 I ER i G STING �10�04" O EGL�4107A P�y - 5� G PN 5�1�11AR1( a a L �7- R 7 9 rum+ California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F : 407.246.1664 LBA Interiors INTERIOR DESIGNER - 5650 DTC Parkway, Suite 100 PENINSULA Englewood, CO 80111 ENGINEERING P:303.773.0436 F:303.773.0053 REVISIONS: 201E ALDEN ROAD M-AH o, FLORIDA 32803 M 0.alt�ieel� mzlaww http: //wv�.peMaoom E—Mal to pdCp M-00en Jae /b leale Copyright — All Idea., 1neIgn.. —thodo and plane Indicated or represented by We d6awhg are owned by and the property of Pmineulo Engineering, Inc. and were created, mlved and developed for use on and In connection with the specified project. None of the Iduae, deelgne, mmgements, methode or plane dial be cared by or dhe:losed to any pweon, flan or corporation fur my purpose whateoevwr without the written pennieeim of Ponheula E,gnesmg, Inc. O UT e 5 2EJENT G• 5TR � 2 � P•0. � 81 os2 � `� � j S,RNG / ESN ENGINEER OF RECORD: r O • \.� •. HIRE �,/�� j • No. 37313 ADM PN STATE OF 0 •' '�� • AN •• ....e°• 3rs ��,, `SS��, .•, . , � fir. Jose A. Marques, PE, FL Reg. No. 37313 PHASE 3 SANITARY WASTE AND VENT RISER DIAGRAM SCALE: NONE KEY PLAN (N.T.S.)- PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 0 1 PH7 PROJECT NUMBER: I PH1 PH4 FLTSP16000 ISSUED DATE: _ __......---.--.-.---.----.__-- I 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 3 - SANITARY WASTE & VENT FIRST FLOOR - RENOVATION PLAN - PHASE 3 - SANITARY WASTE AND VENT PROJECT NORTH TRUE NORTH 1 1//� (�J% 1 /8" = 1'-0" P4m13 C 2016 Studio+1 studio I SOILED UTILITY - - I) , I--. P.O.C. r� 3 LL 4 LIVING ROOM 1093 I!I o MEDICAL RECORDS i OFFICE 1164 CLEAN P.O.C. UTILITY 1162 i OFFICE 1165 �r-\ Pik ROOM 1156 TUB EXISTING ROOM 1 1 /2" WASTE LINE EXTERIOR 1182 ROUTED BELOW COUNTER STORAGE CLEANOUT WASTE LINE 1194 3"SAN FROM DISHWASHER 4 I , P.O.C. II . _ TLT RM i 3 op 1 EXISTING oa OFFICE OFFICE — r 3"SAN ADL 1184 1 880 KITCHE „ P.O,C. ;, P.O.C. L L APPED 5 _. MECH. 1185 t____EXISTING _.. 4"SAN I CORRIDOR 1188 PHYSICAL THERAPY 1186 I i I CORRIDOR I PHASE 4 - SCOPE OFWORK 1187 D I i --t r _Y PRI�A�TD I D I'3 I PAT, IT RO9L_.. SEMI SEMI SEMI l SEMI PRIV r TE 1191 PRIVATE PRIVATE PRIVATE PRIVATE PATIENT PATIENT PATIENT PATIENT PATIENT ROOM I OM ROO 3OOM ROOM 1189 175 1176 177 1178 4 kDA TILT. TLT. RM TLT. RM:`----- -- TLT. RM. 4 4 TILT. RM. 2 1 T56T i f fi8T l l ii:T r -1 FF4T R M. _ �DD� _I� `T—'I I T I � _ 1 ! 4 P.O.C. P.O.C. P.O.C. P.O.C. P.O.C. 1 D 1 1 1 � D I - Dll Ro�•I�1 i 0 � •,• ue � 1 SEMI PRIVATE PATIENT ROOM 4 CORRIDOR 1179_ D LT. RM ! l i, CE nAN SOIL LT. RN ,ff HOLDIN HOLDING 1160T' = i 1170 1169 T. I L- -- PRIVATE PRIVATE PATIENT PATIENT 7 1171 16D SEMI PRIVATE PATIENT ROOM 1173 I MI 4 ..14,111W, SEMI PRIVATE PATIENT ROOM 1174 4 I T. RM. 1162T I ICJ .._.J l___� .O.C. EMI PRIVATE i PATIENT 4 ROOM P.O. LT. RM. —1 -_ 4 EXI T G N NG N E� d' V�NtS�N/ 1 1/2 �2�J 2�J ¶NG 501'OV � 1 G VfNT r.�,.�\\ E�IS�NT G. DTIC � 0• 0• U1166 NG P � �, . ,t i � �' ��• � ��2 P' 6 E R R I�IT XIS 0E �T., t� t �/ , I I UN P 0 G U 1 y2 ANT 5T 0 6� 1 1 t 8 i , 1 Ogg ; P 0 3 Z E�o� Go FU D G. R0 11 B P.o. 11g2 1 �1ED D R STING 1 � l.� EXISTpRE�NITARY NG NG AN R SANI P 0 G• SA EXIT EXIS 1ARY 5 UN �AS�E ExA� 3 �N SANI WAS pieta R° , EX15INGYA �I5>•ING c � �- SANITA SENT o c ,�,sn� A�0EN P,0 P' 6 ,SAN �If�g3 1:✓ � EXI51� c PEp G c. � .SA GAP EXI5TN P o. ,OVEN 1 � .RNG 5�0 6ER' XISnNGY SANITARYIS RNG NG 1' 00 E NITAR r�T. ENT/ T� y2 EXISTI R�y� SA PDPnU pVfNT1 D R 3 0 G. G ' � 19 P/• P.O.G RNG EXISP/' C� f 1 EXISITARY VENT y� T1 t y Il ✓SAN ,, NG R�' RNG t XIS RY ¶NG 1tTy3T EXNT/ SANITA �I5¶NG�' RIB 5 D D 4101 E �� gT E T 0-G STING VENT t 15 �vf- Ro-. P EXINITARY P O G. NG c T� 5T G V 1I D 0 ��5 G P.O. XIS RY P. D ¶N 1 STING SANITA 1 '` XISnNRY nNG ISTING� EXjjT T�Of- t 631 XI Y E A S X R VE EANITAR SANIT E NT / ,�/E I�A o G l.� 5 VE �� P D AEXIS¶R�P,0 VEIN �EXISD;D2 SSNG P.O. EXISTAY 1 T1 0 1 STN NGTNG TARY SANIVGEN T TTDN�G SANITAASTAR T1YSNI� G 6 �RT N1, P.O.G. f--c'ISTARY SANI PHASE 4 SAWARY WASTE AND VENT RISER DIAGRAM SCALE: NONE PLUMBING RENOVATION PLAN NOTES Ol PLUMBING CONTRACTOR SHALL TIE NEW 1 1/4" WASTE LINE FROM LAVATORY (I�1 INTO EXISTING VENTED SANITARY WASTE LINE IN WALL. O2 PLUMBING CONTRACTOR SHALL TIE NEW 2" WASTE LINE FROM SHOWER (a"— INTO EXISTING VENTED SANITARY WASTE LINE BELOW SLAB. O3 PLUMBING CONTRACTOR SHALL TIE NEW 1 1/2" WASTE LINE FROM SINK INTO EXISTING VENTED SANITARY WASTE LINE IN WALL. ®EXISTING PLUMBING FIXTURE TO REMAIN. 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. 5Q PLUMBING CONTRACTOR SHALL TIE NEW 3" SANITARY WASTE LINE BELOW SLAB INTO EXISTING 3" SANITARY WASTE LINE BELOW SLAB. ® PLUMBING CONTRACTOR SHALL TIE NEW 2" SANITARY VENT LINE ABOVE CEILING INTO EXISTING SANITARY 2" VENT LINE. KEY PLAN (N.T.S.)- California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 201E AURN ROAD ORLMDO. FLORWA 328DS om 071* a 40714 N http: //. .pefficLoom E—Mal to: pe -- ,ae � ies�e Copyright All ldsae, design., methaa., and plane Induted or r.pr—ted by thla drawing are owned by and the property of Ponlnaula Englns.ring, Inc. and warn treat.,, .valvad and developed far use an and In connectlon dlh the epeclfbd p,.).t. None of the Ideas, designs, arrangements, methods or pane shall be used by or dlscloeed to any p■ . Ilan or corparatlon for any purpose whatsoever any the written p■mWon of Perineula Fngne"ng, lnc /jam ur REVISIONS: ENG_I.NEER OF RECORD: G w = ' ; • No. 37313 • '� STATE OF w Jose A. Marques, PE FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE. 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 4 - SANITARY WASTE & VENT FIRST FLOOR - RENOVATION PLAN - PHASE 4 - SANITARY WASTE AND VENT PROJECT NORTH TRUE NORTH 1 1 /8" = 1 r-0" P4m14 © 2016 Studio+ PLUMBING RENOVATION PLAN NOTES 77 UW'- Irk r0r, - O1 PLUMBING CONTRACTOR SHALL TIE NEW 1 1/4" WASTE LINE FROM LAVATORY (I"1 INTO EXISTING VENTED SANITARY WASTE LINE IN WALL. O2 PLUMBING CONTRACTOR SHALL TIE NEW 2" WASTE LINE FROM SHOWER (a INTO EXISTING VENTED SANITARY WASTE LINE BELOW SLAB. O3 PLUMBING CONTRACTOR SHALL TIE NEW 1 1/2" WASTE LINE FROM SINK (a-1 AND INTO EXISTING VENTED SANITARY WASTE LINE IN WALL. ® EXISTING PLUMBING FIXTURE TO REMAIN. 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. �I NG IS¶NG ,ENT T 9�T� NG '� EVEtIT E�Sni� o•G• P.0•MIC G SnNG � � G EXI TA SnN �( SANIT D SANTAR EXISTARy SAN PHASE 5 XI I NG DEN I Al oi TING P O G EXISING EXNT P"0 G. 1SAN11A IS RNG " VE I OT GG EXIS " P Q'G. �SANITARY G. f U � I1' 30• ITAP �SAS�NGN T� I5IN YA B��oP EANITAR 10� 5 I ON XIS�NG RErqoljo�', E NTD PA EXIS1D P o EXI ITARY SNG ING VEN/ SAN NT R NG T� o R s 11 SANITARY EXISING 1J EXIST P aG SANG �EXI ARY K5ANITn0G 1ooGE 9 XISTIN �`� I ISSN f , 109 vENT/� - EANITAR TING G• � '}� T , fz 1►✓ P O.G' N G D ING Xis1 c EXI5ITARYvEN Po • SAN G A� not".; TIN T, ZING ,EXIS�ARY XIS '� `� N EANITAR o G SA 11 5 EXIS.�NG II P. c• �ENt P o. 2 R0 I5INGY �11 01 TSANITAR G PO. t EXISTi � LNG � ANT SAINITAR�( T110Zf O.C. KEY PLAN (N.T.S.): P 1 CXI5TARY TK5AN SANITARY WASTE AND VENT RISER DIAGRAM SCALE: NONE California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239 357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2015 ALDEN ROAD ORLANDO�, AFL3OpR�IDD�A 32E03 VIM arta1� ;FAX 4071a=4 http: //www.poMmoom E-Mal to pe>Ila.com JOB /: 16316 Copyright -- NI Ideo,, declgne, method, and plane Indicated or represented by this drarhq ore owned by and the property of Panhsulo Cnglnaering, Inc and ware created, mlwal and developed to use an and in connection with the epecifkd protect. None of the Idl a deign, orrongemente, method, a plane shag be used by a dleclosed to any person. Ikm or corp=Van for any purpo,e *fiat - without the written permmilon of Penlnruln Enghsrbq, Inc. a t REVISIONS: ENGINEER OF RECORD: No.37313 STATE OF s Q Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR -RENOVATION PLAN PHASE 5 -SANITARY WASTE &VENT FIRST FLOOR - RENOVATION PLAN - PHASE 5 - SANITARY WASTE AND VENT PROJECT NORTH TRUE NORTH 1 P4ml 5 1 /8" = 1'-0" I U) 0 (9 2016 Studio+ 11M4�1 M�i1�l�M DLUMBING RENOVATION PLAN NOTES 1) PLUMBING CONTRACTOR SHALL TIE NEW 2" WASTE LINE FROM SHOWER (SH--1) INTO EXISTING VENTED SANITARY WASTE LINE BELOW SLAB. PLUMBING CONTRACTOR SHALL TIE NEW 1 1 /4" WASTE LINE FROM LAVATORY INTO EXISTING VENTED SANITARY WASTE LINE IN WALL D PLUMBING CONTRACTOR SHALL TIE NEW 1 1 /2" WASTE LINE FROM SINK { INTO EXISTING VENTED SANITARY WASTE LINE IN WALL EXISTING WATER CLOSET TO REMAIN. 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. PLUMBING CONTRACTOR SHALL TIE NEW 3" SANITARY WASTE BELOW SLAB INTO EXISTING SANITARY WASTE LINE BELOW SLAB. ))PLUMBING CONTRACTOR SHALL TIE NEW 1 1/2" SANITARY VENT LINE INTO NEAREST EXISTING SANITARY VENT LINE OF PROPER SIZE. DENT i i i i L P•O.G i �11 1 ' EXISTAPY SA �N NI Vf V , ><IST NG R^^ DEN sTIN G TLC sT E ITAR G 113 i SAN S¶N G G A� I NT SING ,� E�I� EXIS�N S.�NG E� T �/�EN TLT 6T I i 11� P 0' LNG ' 15 �ISING '~v�NT E I R� ��y,n�- II P N• •E NG D SSnNG XI +IE NI T INGoY ANITAR� �if 1�1 G�SNITAR PO 2 ' EOJNN�GY VcNf z SANIT N 1p LI DUT��2 � P 00. � J ' ��ISO Vf 1 G VVER T i (�131T P•0' 1 `'ROT 2 N D 1rL�Z9T ____ ,� EXIST# f 1: j D � P•0' G � NIT �' 2 �N SA � R�• SING i G '� d� SAINITAR� � � �1� 6� E�ISJNG AR� 13 VfNT ISSN � �I ' ANIT E� T Al S B�. 'VEN G NG ., �ISnNR�f I 'IS¶NG� E�ISTPRy DPI EA�f ><R EXI /SIT f UOImN �.SANITA SAN 0•G' 1 I P. G G �O. CXII,ARyE�ISARY SpN L� T R�. SANI T� T O.G. I `� 12� P.0 D G 2 EXIijARY f"' PHASE 6 SANITARY WASTE AND VENT RISER DIAGRAM SCALE: NONE NG CI SPN E5 NA 35 I KEY PLAN (N.T.S.): I v i G• 0' 0•G' P• P S G 1 �SANIfA E�I'1AR( SAN California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357,4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 AUMN ROAD ORLANDO. FLORIDA 32803 VW ,o/x e; IV,ma,&=4 http: //com E—Mad to I=flc corn JOB jt 18316 Copyright All Ideas, de:dgns, methods and plane indcaled or re"wtsd by this dmeng are ownod by and the property of Panineulo Englnaering. Inc and wea croatod, ..I�d and deMaped for airs an and In connertlon sith the epeclfled project None of the Ideai dselgne, arrangements. methods or plane shag be used by or dlecloeed to any person, fsm or corporation for any purpose whatsoever withaul the written permleebn of Peninsula Eh9n—Ir'l Inc. o ur REVISIONS: ENGINEER OF RECORD: • • hi^ { + No. 373 13 STATE OF AL Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR -RENOVATION PLAN PHASE 6 -SANITARY WASTE &VENT FIRST FLOOR - RENOVATION PLAN - PHASE 6 - SANITARY WASTE AND VENT PROJECT NORTH TRUE NORTH 1 1 /8" = 1'-O"l 6 9 P4m O 2016 Studio+ studio PLUMBING RENOVATION PLAN NOTES <D PLUMBING CONTRACTOR SHALL 11E NEW 1 1/4" WASTE LINE FROM LAVATORY (" INTO EXISTING VENTED SANITARY WASTE LINE IN WALL. O EXISTING PLUMBING FIXTURE TO REMAIN. 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. O3 PLUMBING CONTRACTOR SHALL TIE NEW 3" SANITARY WASTE LINE BELOW SLAB INTO EXISTING SANITARY WASTE LINE BELOW SLAB. ® PLUMBING CONTRACTOR SHALL TIE NEW 2" SANITARY WASTE VENT LINE INTO NEAREST EXISTING SANITARY VENT LINE OF PROPER SIZE. O5 PLUMBING CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ICE MACHINE FLOOR DRAIN (E2—A WITH EQUIPMENT VENDOR PRIOR TO INSTALLATION. }, CXIST NG P 0'G T R10 T�� 5 .LNG '� C�tli1AR� SAtJ PHASE 7 11 EXI T NG I yr P'0 G1 T�1' �60 TNG 5ANORY AIR ADMITTANCE VALVE I (STUDOR OR EQUAL) 4" MIN. P—TRAP ,,., 4r TO WASTE DRAIN TRAP ARM FINISH FLOOR NOTE: 1. AIR ADMITTANCE VALVE SHALL BE INSTALLED 4" MINIMUM ABOVE THE WEIR OF FIXTURE TRAP FOR SINGLE FIXTURE AND BRANCH VENTING AND 6" ABOVE THE FLOOD LEVEL OF THE HIGHEST FIXTURE FOR STACK VENTING. 2. EACH VALVE SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. 3. VALVE SHALL BE PROVIDED WITH ACCESS BOX WITH GRILLE WHEN IT IS NOT FEASIBLE TO INSTALL WITHIN CABINET. 4. ACCESS BOX SHALL CARRY THE UPC AND ICC LISTINGS. AIR ADMITTANCE VALVE (AAV) DETAIL � �.1 �N� GE �Q t A� �l l� Vf VAL ,LNG A f'IP.0 G3 nNcPON SANITARY WASTE AND VENT RISER DIAGRAM SCALE: NONE: 'SAS 3 0 rf1� V KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239,357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDER ROAD ORL.At FlORIDA 32603 rao�,or�a 4N.M w http://www.poM4L*om E—Ycl toc o.com ,ioe * 16s�6 Copyright - All ki os, daslgre, methods and piano Indlcated ar rw.ant d by thls dr-Ing are owned by and the proparly of Panlnsula f nglnearing, Inc and were created ewlwd and developed for use an and In connecllon Nth the op.I lad propat. None of the Ideas, deolgno, mang-.te, methods or plane sh.9 be vend by or dlxlosed to any pawn. Ilan or carparatlan for any purpose whalaoewr without the written pwmleelon of Pedneula Engheemg Inc REVISIONS: ENGINEER OF RECORD, Pao.37313 '� • TAB'. S � OF : • ��: f:r , I'll 0 Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE 12/16/2016 SHEET TITLE: FIRST FLOOR -RENOVATION PLAN PHASE 7 -SANITARY WASTE &VENT FIRST FLOOR - RENOVATION PLAN - PHASE 7 - SANITARY WASTE AND VENT PROJECT NORTH TRUE NORTH 1 �:pP4m17 1 /8" = 1'-0" U 2016 Studio+ studio PLUMBING RENOVATION PLAN NOTES �1 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO SINK (S5=2� INTO EXISTING DOMESTIC HOT AND COLD WATER LINES ABOVE CEILING. Q EXISTING PLUMBING FIXTURES TO REMAIN. 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. O3 PLUMBING CONTRACTOR SHALL TIE NEW 1 /2" DOMESTIC HOT AND COLD WATER LINES TO SINK INTO NEAREST EXISTING DOMESTIC HOT AND COLD WATER LINES ABOVE CEILING OF PROPER SIZE. California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 0 0 P G 50�ILI-fy 1 1030 I 3 I�200yV REVISIONS: 1/ PHASE 1 DOMESTIC HOT AND COLD WATER RISER DIAGRAM SCALE: NONE KEY PLAN (N.T.S.): 2016 ALDEN ROAD ORLANW, rLOMDA 32803 CA 3080 VW 4G7MIM : FAX 407-MIL EN http: //wrw_ scan E-M.1 to: p� a6 (CLOCM JOB Ot 16315 (:opyrlght — All Id, . dslgns, methce, oncl Or- Indkated or r.pnr nted by thls d,awing ore owned by and the property at Penlnsdo Engl—Ing, Inc. and wce created, -Al d and developed for use on and In connectlon with the apeckkd p.I.L N— of the Ideas, designs. arrangernealu% methods or plans shag be =d by or dledosed to any p—, firm or corporation for any purpose whatsoeer without the written permlaslan of Penlnsola Engi—Ing, In, C OW ENGINEER OF RECORD: ••At •. ti4 3 7313 :. 70 • ; ETA r� OF ^l „ •c • , Rio kP Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR - RENOVATION PLAN PHASE 1 - DOMESTIC WATER FIRST FLOOR - RENOVATION PLAN - PHASE 1 - DOMESTIC HOT AND COLD WATER PROJECT NORTH TRUE NORTH 1 (:A P5l 1 1 /8" = l'-Oil(9 ■ =, 2Q1F S t u d i o + studio I PLUMBING RENOVATION PLAN NOTES PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW SHOWER (2L-� INTO EXISTING DOMESTIC HOT AND COLD WATER LINES ABOVE CEILING. O2 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW LAVATORY (" INTO EXISTING DOMESTIC HOT AND COLD WATER LINES IN WALL. (3) EXISTING PLUMBING WATER CLOSET TO REMAIN. ® EXISTING SHOWER TO REMAIN. 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. O5 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW SINK INTO EXISTING DOMESTIC HOT AND COLD WATER LINES IN WALL California I Florida 2211 E. 7TH Ave, Suite A. Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 201e ALDEN ROAD ORLANDO. FLORIDA 32803 VW 40,14L%830ffl http://www.p*McLoom E—Mai tac pe�Macom roe � 18318 Capyright - All Woos, dmigno, methods and piano InAcated or rproaontai by this sawhg are owned by and the property of Ponlnaulc Enginsering, Inc and were croatod, ovolved and developed for use on and In connection Nth the specified pro)Kt. Nana at the Ideas, daeigne, arrangements. methods a plane shall be used by a diecbaed to any paern, fl- or corporation for any purpoos whatsoever without the written permhrelon of Penlneula Fngineanq In<. DO0EjyI ) ?i p WPTfR REVISIONS.- 0 G. P p.5• �j ER T 0 T D 0 G• P.O.G. P i P O.G. PTloN P 2 5 EGEO� .� .T RO PPT 0,r F R ola TpT• Tp 101 9 1012i Ir P•G•G, T 2 �. .T AT• 4 G P. T 15 G' T n�r'0 PPT. 1013T ( f�4T V ENGINEER OF RECORD: 'P Ma. 37313 r o _ �TgrEor :err^ rC�41�A•,.• � v � b l b P o ,A E F Jose A. Marques, PE, FL Reg. No. 37313 ;OLD WATER RISER DIAGRAM KEY PLAN (N.T.S.): PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 2 - DOMESTIC WATER FIRST FLOOR - RENOVATION PLAN - PHASE 2 - DOMESTIC HOT AND COLD WATER PROJECT NORTH TRUE NORTH 1 1�1� P5m12 1 /8" = V-0" 0 © 2016 Studio+ studio�l P.O.C. SEMI RESIDENT SLi EMI STORAGE F t 1' N WAT ATiEN-r.__ "• 1050 P.C.( I 1/2"CW ROOM 4 1/2 HW 1052 EXISTING 4"HW1 ri 1/2' /2 `HWIR SOILED ' MECH. -a; ELECT. HOLD. - 1055 1048 051 i CLEAN SUPPLY WE LT. RM RO M i 10477 r P.O.C. SEMI RIVAT 2 PATIEN '-- ROOM 3 1047 3 " SEMI RIVAT ,ATIEN i-` 1' P.O.C. 2 PRIVAT \ SEMI ROOM ._ - -- ATIENT` 1045 /// ROOM 1046 SEMI i SEMI PRIVATE —� `PRIVATE PATIENT P.O.C. PATIENT ROOMS—2 -_- - ROOM 1040 LTI. RM { 10 JT P.O.C. !— LT. RM 2 1040T _ —_...___ P.O.C. I_......_ TILT. R 2 T. RM. _.......__� 1(d37T i 058T I , P.O.C.-- SEMI K 2 SEMI RIVAT RIVATIJ ATIENT PATIENT ROOM CORRIDOR ROOM 1037 I '034 1038 _____ SEMI PRIVATE PRIVATE PATIENT P.O.C. PATIENT ROOM 2 00 1035 1036 it-~ 11 T1035 P.O.• _...._ L0367 ++ 1/2"CW/HW BELOW ' SLAB I BISTRO 1032 EXISTING I 2"CW \, 1 1 /2"H W I �.3/4"HWR--1 # r !I NEW 1 /2"CW 1 /2"HW P.O.C. CORRIDOR 1007 BACKFLOW PREVENTOR PHASE 3 -- SCOPE AREA DINING ROOM 1031 1 1 t I ADMISSIONS 1 OFFICE �! 1 1063 -VT 1 tN BAGVfN 5 PRE >tlsIN ,J P.0 R0 I ,J 1 krl{V� Ig f ( I 2+GW 032 1 1 i BE�OVl PHASE 3 DOMESTIC HOT AND COLD WATER RISER DIAGRAM SCALE: NONE PLUMBING RENOVATION PLAN NOTES (1 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW SHOWER (S,K—j� INTO EXISTING DOMESTIC HOT AND COLD WATER LINES ABOVE CEILING. O PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW LAVATORY ( INTO EXISTING DOMESTIC HOT AND COLD WATER LINES IN WALL. O EXISTING PLUMBING WATER CLOSET TO REMAIN. 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. ® PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND NEW 1/2" DOMESTIC HOT WATER LINES INTO EXISTING DOMESTIC COLD AND HOT WATER LINES ABOVE CEILING. 5O PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL LEAD FREE DUAL CHECK VALVE ASSEMBLY ON DOMESTIC COLD WATER SUPPLY LINE TO ICE MACHINE. WATTS MODEL NO. LF007 (OR EQUAL). FIRST FLOOR - RENOVATION PLAN - PHASE 3 - DOMESTIC HOT AND COLD WATER KEY PLAN (N.T.S.): PROJECT NORTH TRUE NORTH 1 1 /811 — 11-011 California I Florida 2211 L 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP ' 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 PENINSULA Englewood, CO 80111 P:303.773.0436 ENGINEERING F:303.773.0053 2016 ALDEN ROAD ORLANDO. FLO RIDA 32603 *111 497.2*104 http://www.paMcLcorn E—Mal to c pNOpN6o.00m JOB % 16316 Copyright — All Ideae, deelgn% methods and plane Indicated or represented by thle d—Ing are Mad by and the property of Penlnsulo Engineering. Inc and were created mfead and devaloped for a,. on and In connxllon with the epecilLd praJect Nan. of the Ideaa design,,—gemeate, method., or plan. r,aN be axed by or di.cloe.d to any pweon, ftm or carpautlan for any purpooe whotsoewr without the written patmiaelon of Peninealo Engineering, Inc. REVISIONS: ENGINEER OF RECORD: t9a 3 4, N , TJ t $ r ,3 ±.. © Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBcR FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 3 - DOMESTIC WATER P5m13 (0 2016 Studio+ studio G P-f/J NG �J— I P� ' E UTI�IZ y 116 P'01 T 111 T P °'c' 1 TR �I T� g1 11 W 12+G 2'GW 1 PD�EI� r11_ ° G �t P 1:� 1 60' T� T� Tr�TiT� PHASE 4 DOMESTIC HOT AND COLD WATER RISER DIAGRAM SCALE: NONE 'LUMBING RENOVATION PLAN NOTES PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW LAVATORY (" INTO EXISTING DOMESTIC HOT AND COLD WATER LINES IN WALL. PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW SHOWER (�) INTO EXISTING DOMESTIC HOT AND COLD WATER LINES ABOVE CEILING. PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW SINK (5=1) INTO EXISTING DOMESTIC HOT AND COLD WATER LINES IN WALL. EXISTING PLUMBING FIXTURE TO REMAIN. 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. PLUMBING CONTRACTOR SHALL TIE NEW 3/4" DOMESTIC HOT AND COLD WATER LINES INTO EXISTING 1" DOMESTIC COLD WATER AND EXISTING 3/4" DOMESTIC HOT WATER LINES ABOVE CEILING. ©PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES INTO EXISTING NEAREST EXISTING DOMESTIC HOT AND COLD WATER LINES OF PROPER SIZE. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A. Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEPS�FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2A1E AUMN ROAD ORLA MEO I�D�A 32W3 1(1� 1Q7.lI111lS � FAX Ql.i16.YdN http://trw. aoom E—GaA to peSMacan JOB kp 16318 Copyright - All Ideas, designs, methods and 0., indicated ar represented by this drawing are oned by and the properly of Peninsula Engl—ing, Inc. and rere created, ewlved and developed for use as and In cannectlan •tth the epn,flecl protect_ N.. of the ideoy deagn0. arrnngements. melhads or plans shall be used by d, dleolosed to any person. Flrtn a caporatbn for any purpose whatsoever Mtheul the written pennlsslon f Penlnsuln Engnasnq, Inc. REVISIONS: ENGINEER OF RECORD: Na. 37313 v w • , s TA r,,r of .• J �4 OR IOP ` Z/ (o / 6z z At.N Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 4 - DOMESTIC WATER FIRST FLOOR - RENOVATION PLAN - PHASE 4 - DOMESTIC HOT AND COLD WATER PROJECT NORTH TRUE NORTH 1 P5m141/8" = 1'-0"© 2016 Studio+ studio PI I IAARIN(-%. P1=MnVA"nnN PI AN MC)'1=.q QQ PLUMBING CONTRACTOR SHALL TIE NEW 1 /2- DOMESTIC HOT AND COLD WATER LINES TO NEW LAVATORY (L=1) INTO EXISTING DOMESTIC HOT AND COLD WATER LINES IN WALL. 20 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW SHOWER (2j-j) INTO EXISTING DOMESTIC HOT AND COLD WATER LINES ABOVE CEILING. O PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW SINK (S-1 AND INTO EXISTING DOMESTIC HOT AND COLD WATER LINES IN WALL_ ® EXISTING PLUMBING FIXTURE TO REMAIN. 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. O RELOCATED EXISTING MEDICAL GAS MASTER ALARMS SERVING EXISTING OXYGEN MANIFOLD AND EXISTING VACUUM COMPRESSOR. CONTRACTOR SHALL EXTEND EXISTING ALARM SIGNALS WIRING/PIPING TO NEW LOCATION. COORDINATE MOUNTING LOCATION WITH ARCHITECT, HOSPITAL ENGINEERING AND HOSPITAL END USER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE A "ADD ALTERNATE" COST TO REPLACE EXISTING MEDICAL GAS MASTER ALARM PANELS. NEW MASTER ALARM PANELS SHALL MATCH HOSPITAL STANDARD. 000pCG O EIS R TES ( yyP� P_0 ,20 T T�1•110 G G T G' 0. D 1' R� PI (I. 06T 11 •��1✓ P'° G E0 of P PAo00 R 11p 1 PHASE 5 DOMESTIC HOT AND COLD WATER RISER DIAGRAM SCALE: NONE — •__.�� M M . ..E.,__--qmmmmmmmmmm� to I KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORI_M"6,FL�QMDA 32503 tag 417141.1M ; FAX 467.M&M4 http: //rww. acorn E—Yal to pe�eMacan JOB /t 16316 Copylhl - All Idea,, design,, method, and Plana Indkoted or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were anted, ewNed and developed for ux m and In cmnectlm with the apm# W prafxt. Nme of the Ideas, dedgna, anangemants, method. ar plan, ]hail be used by ar did —A to any peram, Mn a corparotlon for any purpnx whatsoever without the Ntm permlaai- f Peninaulo Engnewig, Inc. c ur REVISIONS: ENGINEER OF RECORD. No. 37313 b STATE OF Ca ,c-L ��s'• n�i�P, � 1 s� NAL.0. °fie/l�IS1st00" Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 5 - DOMESTIC WATER FIRST FLOOR - RENOVATION PLAN - PHASE 5 - DOMESTIC HOT AND COLD WATER PROJECT NORTH TRUE NORTH 1 11/1� P5ml 5 1 /8" = 1'-0" �u 0 © 2016 Studio+ PLUMBING RENOVATION PLAN NOTES 0 studio NOTE: GENERAL CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT EXISTING MEDICAL GAS OUTLETS IN PATIENT ROOMS FROM CONSTRUCTION DUST AND DERBIES DURING DEMOLITION AND RENOVATION PHASE F PROJECT. KISTING CONDITIONS AS SHOWN ON THESE DRAWINGS ARE TAKEN ROM ORIGINAL AND AS -BUILT DRAWINGS OF THE BUILDING. THESE RAWINGS IN PART ARE UNVERIFIED AND FIELD CONDITIONS SHALL DVERN. MEDICAL GAS CONTRACTOR SHALL FIELD VERIFY EXISTING ISTALLATIONS OF ALL MEDICAL GAS SYSTEMS AND MODIFY EXISTING EDICAL GAS SYSTEMS WHICH ARE TO REMAIN ACTIVE, TO FACILITATE ECONNECTION AND EXTENSION UNDER NEW WORK. _ FA&T=7i1�,lTil_� J PRI PAT N M 1133 ATIE JR00110 1131 RIVA' ATIEI ROOT 1129 PRIVATE PATIENT ROOM \ 1127 O1 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW SHOWER (H-1 INTO EXISTING DOMESTIC HOT AND COLD WATER LINES ABOVE CEILING. Q2 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES TO NEW LAVATORY ( INTO EXISTING DOMESTIC HOT AND COLD WATER LINES IN WALL. O3 EXISTING PLUMBING FIXTURE TO REMAIN. 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. ® RELOCATED EXISTING MEDICAL GAS LOCAL PRESSURE ALARM PANEL SERVING PATIENT ROOMS. CONTRACTOR SHALL EXTEND EXISTING ALARM SIGNALS WIRING/PIPING TO NEW LOCATION. COORDINATE MOUNTING LOCATION WITH ARCHITECT, HOSPITAL ENGINEERING AND HOSPITAL END USER PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE A "ADD ALTERNATE" COST TO REPLACE EXISTING MEDICAL GAS LOCAL PRESSURE ALARM PANEL. NEW ALARM PANEL SHALL MATCH HOSPITAL STANDARD. OPLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES INTO NEAREST EXISTING DOMESTIC HOT AND COLD WATER LINES OF PROPER SIZE. MEDICAL GAS ALARM NOTES 1. MEDICAL GAS ALARMS SHALL BE POWERED BY THE LIFE SAFETY BRANCH OF THE EMERGENCY POWER SYSTEM PER NFPA 99 (2012 ED.) 2. ALL WIRING SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY RACEWAYS OR CONDUIT IN ACCORDANCE WITH NFPA 70 NATIONAL ELECTRICAL CODE. 3. WIRING RUNS SHOULD BE MADE WITH COLOR CODED WIRE. RECORD THE COLOR a_- SIGNAL, SIGNAL OR SOURCE OF THE SIGNAL FOR EACH WIRING LEAD TO AID CONNECTION OF ALARM TO FINISH COMPONENTS. r ___ ._._ _. P.O.C. RI4. WHEN ROUTING WIRE IN BOXES, PROTECT WIRING COVERING FROM DAMAGE. -_-_ PATIENT ROOM 5. COPPER WIRE SHALL NOT BE SMALLER THAN 22 AWG. CABLE MUST BE TWISTED P.O.C. , ��^ 1136 PAIR SHIELDED TYPE. MUTLI-PAIR CABLES WITHIN ONE COMMON SHIELD ARE 2 ACCEPTABLE. L=1 I 6. ALL ELECTRICAL DESIGN, POWER WIRING AND CONDUIT, SIGNAL WIRING AND —, P.O.C. _ _ — __ v • - - CONDUIT AND TERMINATIONS SHALL BE BY THE ELECTRICAL CONTRACTOR. C. P.O.C. I =1� 2 I I --J a I� P.O.C. � I's15 P.O.C. P.O.C. �g TLT kN 1128T PRIVATE PATIENT 11113211 PRIMATE PATkNT R06M PRIVATE PATIENT ROOM 1128 � G• PQIVA�T P G. P•0 • Y 0 G' P. 2 A� I � G• EPA I ��PTT I P-c•� U�I�IT,� PR IE� 11�2 T I P � 0 PHASE 6 DOMESTIC HOT AND COLD WATER RISER DIAGRAM SCALE: NONE 't T G 000 EIGAI ) EXIS R USES WAS 0.0 P• 1 �• ; � IVAT1 PPTIE� 0 0 KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1683 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 , P:303.773.0436 F:303.773.0053 2MG AUMN ROAD ORL—MIDDO, FLOMpDA 32M3 V= 40I.AtMtlm ;FAY IWM=4 http: //www.pefflmoom E—Mal to parson .are it 1631E Copyrlght - All Ideas, doslgns, methods and plans Indicated or represented by this droeinj are owned by and the property of Penlneula Englaeadng, Inc. and were created. a Iwd and deesloped for use an and in connection Nth the apeclfled p,.*t. None of the Idea& designs, arrangements, methods or plans shall be used by or dlecloeed to any parson. firm or corporation for any purpose whalsoewr Without the wfltten p•rralselon of Pa-dnaulo FigYxrin4 Inc ENGINEER OF RECORD: � �� • ram. y�.o. 3 73 3 tw`t • • .� e -,10 : S TA -r O Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 6 - DOMESTIC WATER FIRST FLOOR - RENOVATION PLAN - PHASE 6 - DOMESTIC HOT AND COLD WATER PROJECT NORTH TRUE NORTH 1 1 /8" P5m16 2016 Studio+l studio PLUMBING RENOVATION PLAN NOTES QQ PLUMBING CONTRACTOR SHALL TIE NEW 1 /2" DOMESTIC HOT AND COLD WATER LINES TO NEW LAVATORY ( INTO EXISTING DOMESTIC HOT AND COLD WATER LINES IN WALL. O2 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. U3 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND NEW 1/2" DOMESTIC HOT WATER LINES INTO EXISTING 1/2" DOMESTIC COLD AND EXISTING 1/2" DOMESTIC HOT WATER LINES ABOVE CEILING. (4 PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL LEAD FREE DUAL CHECK VALVE ASSEMBLY ON DOMESTIC COLD WATER SUPPLY LINE TO ICE MACHINE. WATTS MODEL NO. LF007 (OR EQUAL). FLOW OoKjE►��R 5 pRE r P_o c ems- b e �o� PHASE 7 DOMESTIC HOT AND COLD WATER RISER DIAGRAM SCALE: NONE KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357A983 AA26002372 Peninsula Engineering, INC. MEP&FP -, 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLALDO. FLORIDA 32603 V= IOLbK1�116; FNL �P71L11N http: //W w.polla oom E-Moil top .,ores JOB 6% 16316 Capydght — All Ideas, designs, methods and plan., lodieoted or rel—fi,d by thle drawing arc owned by and the property of P-In-o Engineering, Inc. and vented, w ted, e.alved and developed for u,e oneand In oonneatlon with the spef pled p.*L None of the Id—; dalgn,, arrangement.. method, orpl— shd be —d by ar di,do,ed to any person, flan or —lo rotlon for any o,p— Oat- -without the written perm)„Ion of peninsula Enginssirg, Inc. /ZAP REVISIONS: ENGINEER OF RECORD: 41, ' No. 37313 ° ;ry � • � l . STATE OF�/ L/ �� °•' w 4 ®Ri p;.•' .'A� . 110'Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE 12/16/2016 SHEET TITLE FIRST FLOOR - RENOVATION PLAN PHASE 7 - DOMESTIC WATER FIRST FLOOR - RENOVATION PLAN - PHASE 7 - DOMESTIC HOT AND `�'.- INATER PROJECT NORTH TRUE NORTH 1P5ml 7 2016 Studio+ GENERAL FIRE PROTECTION REQUIREMENTS DIVISION 15 GENERAL DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTAL CONDITIONS AND DIVISION 1 SPECIFICATIONS APPLY TO WORK SPECIFIED IN THIS SECTION. SCOPE OF WORK: WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION AND INSTALLATION OF FIRE PROTECTION SYSTEMS INCLUDING SPRINKLERS, [STANDPIPE, FIRE PUMP] AND MISCELLANEOUS SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. RELATED WORK SPECIFIED ELSEWHERE: REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN CONJUNCTION WITH THE FIRE PROTECTION WORK. THIS CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC., REQUIRED FOR CONTROLS. SUBSTITUTIONS: EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. CODES AND STANDARDS: ALL WORK SHALL COMPLY WITH NFPA REQUIREMENTS, 2014 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE (5TH EDITION), LIFE SAFETY CODE — NFPA 101 (2012 EDITION), NFPA 1 (2012 EDITION), AUTOMATIC SPRINKLER SYSTEMS — NFPA 13 (2010 EDITION) AND THE NATIONAL FIRE ALARM CODE — NFPA 72 (2010 EDITION), NFPA 99 (2012 EDITION). THE ENTIRE SYSTEM AND ALL COMPONENTS LISTED HEREIN SHALL MEET ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. PRODUCTS: ALL EQUIPMENT, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS SPECIFIED FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICAL POWERED EQUIPMENT SHALL BE U.L OR E.T.L. LISTED. WORKMANSHIP: ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCE'S AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCE'S BETWEEN INVOLVED TRADES. 61ICA11:I'.VL12nlF.laIM91:P..lII1014 SUBMIT FOR ENGINEER'S APPROVAL, SHOP DRAWINGS, AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT PRIOR TO PURCHASE AND OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS. RECORD DRAWINGS: CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE FIRE PROTECTION AS —BUILT DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. AS GUILTS SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND AUTO CAD DRAWING FILES RELEASE 14 OR 2000. AS —BUILT DRAWINGS SHALL CONSIST OF AN ACCURATE "AS —BUILT' RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL ACCURATE AS—BUILTS ARE DELIVERED. ACCESS DOORS: CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12"X12") FOR VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS SYSTEMS. FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. FIRE RATED ACCESS DOORS IN FIRE RATED WALLS OR CEILINGS SHALL BEAR A U.L LABEL FOR FIRE RATING REQUIRED. EXECUTION: [COORDINATE AND SCHEDULE THE WORK WITH THE OWNER TO MINIMIZE DISRUPTIONS TO THE NORMAL OPERA11ONS AT THE BUILDING.] ALL LOCATIONS OF EQUIPMENT, PIPING, ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCE'S WITH OTHER TRADES. ALL WORK SHALL BE INSTALLED TO INSURE MAXIMUM HEADROOM, BALANCED OPERATION AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. COORDINATE WITH OTHER TRADES AND FIELD VERIFY EXISTING CONDITIONS FOR EXACT LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. PROVIDE ISOLATION VALVES AND UNIONS AT ALL EQUIPMENT AND AS INDICATED ON DRAWINGS. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. PROVIDE ALL PENETRATIONS REQUIRED TO COMPLETE INSTALLATION AND REMOVAL OF WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL EQUIPMENT OR PIPE PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. [ALL ROOF CUTS AND REPAIRS SHALL BE PERFORMED BY OWNER APPROVED ROOFING CONTRACTOR IN ORDER TO MAINTAIN ROOF WARRANTY.] CLEANING, TESTING AND ADJUSTING: THE CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. EXCAVATION AND BACKFILL PROVIDE ALL EXCAVATION AND TRENCHING TO THE CORRECT ELEVATIONS, FOR THE INSTALLATION OF ALL PIPING, VALVES, VALVE BOXES AND FOUNDATIONS INCLUDED UNDER THIS DIVISION OF THE WORK. PROVIDE ALL BACKFILL AND COMPACTION IN STRICT ACCORDANCE WITH THE EXCAVATION AND BACKFILL SECTION OF DIVISION 1 SPECIFICATIONS. TESTING: ALL PIPING SYSTEMS SHALL BE TESTED FOR ABSOLUTE TIGHTNESS BY SUBJECTING THE SYSTEM TO A HYDROSTATIC IN ACCORDANCE NFPA 13 AND OTHER CHAPTERS AS THEY APPLY TO THIS WORK. ALL LEAKS SHALL BE REPAIRED AND THE HYDROSTATIC TEST REAPPLIED UNTIL THERE ARE NO LEAKS WHILE THE SYSTEM IS SUBJECT TO THE TEST PRESSURE. MAINTENANCE MANUALS: PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY—DUTY, 2—INCH, 3—RING VINYL —COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: — OPERATING AND MAINTENANCE INSTRUCTIONS — SPARE PARTS LIST — COPIES OF WARRANTIES — WIRING DIAGRAMS — INSPECTION REPORTS do APPROVALS — SHOP DRAWINGS AND PRODUCT DATA — TEST INFORMATION TRAINING SERVICES: THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. SYSTEM IDENTIFICATION: PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH FOR EQUIPMENT INFORMATION. ALL VALVES SHALL BE TAGGED USING PLASTIC LAMINATE TAGS AND SECURED WITH BRASS CHAINS. THE TAGS SHALL INDICATE THE VALVE SIZE, SERVICE AND FUNCTION (IE. 2" FP., TEST AND DRAIN). HANGERS AND SUPPORTS: PROVIDE ALL NECESSARY PIPE SUPPORTS, HANGER, RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE INACCORDANCE WITH NFPA 13. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WARRANTY/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF 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 FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. FIRE PROTECTION SPECIFICATIONS GENERAL DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTAL CONDITIONS AND DIVISION I SPECIFICATIONS, APPLY TO WORK SPECIFIED IN THIS SECTION. SCOPE OF WORK: WORK REQUIRED UNDER THIS SECTION INCLUDES PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, FEES AND SERVICES FOR, AND REASONABLY INCIDENTAL TO, PROPER COMPLETION OF ALL FIRE PROTECTION WORK HEREIN SPECIFIED, EXCEPTING ONLY WORK OR MATERIALS SPECIFIED OR NOTED AS BEING FURNISHED AND/OR INSTALLED BY OTHERS. 1. ALL WORK SHALL COMPLY WITH NFPA REQUIREMENTS, FLORIDA BUILDING CODE AND CITY FIRE PREVENTION DEPARTMENT. 2. ALL WORK SHALL BE PERFORMED BY COMPETENT WORKMEN SKILLED AND LICENSED IN THIS PARTICULAR TRADE. 3. PROVIDE SPRINKLER SYSTEM TO NFPA 13 SPECIFIC HAZARD OCCUPANCY REQUIREMENTS. ANY DEVIATIONS THEREFROM MAY BE MADE AS REQUIRED BY INSPECTION AGENCIES, INSURING AGENCIES OR AS REQUIRED DUE TO INTERFERENCE WITH OTHER EQUIPMENT, STRUCTURAL MEMBERS, DUCTS, ETC. PROVIDE ADDITIONAL HEADS AS MAY BE REQUIRED FOR AN APPROVED SYSTEM. 4. RESPONSIBILITY FOR ELEVATIONS OF PIPING: A. CAREFULLY FIELD CHECK THE ELEVATIONS OF EXISTING GRADES AND BURIED SERVICE LINES AND MAKE A CAREFUL LAYOUT OF THE PROPOSED NEW SERVICES BEFORE STARTING WITH THE WORK, MAKING EVERY ATTEMPT TO AVOID INTERFERENCES. B. ATTENTION IS CALLED TO DUCTWORK, HEATING AND COOLING PIPING, WATER AND DRAIN PIPING, AND TO THE ELECTRICAL INSTALLATION, WHICH WALL BE INSTALLED BY OTHERS. C. ANY DISCREPANCIES OR CONFLICTS DISCOVERED SHOULD BE REPORTED TO THE ARCHITECT/ENGINEER, AND WORK SHALL NOT PROCEED UNTIL A SATISFACTORY RESOLUTION IS FOUND. NO ADDITIONAL COMPENSATION WILL SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY THE OWNER TO COVER THE COST OF ANY SUCH INTERFERENCE'S, WHETHER DUE TO NEGLIGENCE, ERROR, OVERSIGHT OR OTHER CAUSE IN NOT HAVING PROPERLY ESTABLISHED THE ELEVATIONS OF ALL NEW OR EXISTING PIPING, ETC. 5. PIPING SHALL BE CONCEALED IN AREAS WITH CEILINGS AND EXPOSED IN AREAS WITHOUT CEILINGS. 6. PIPING SHALL BE INSTALLED AND SUPPORTED PER NFPA 13. 7. SLOPE PIPING IN ACCORDANCE WITH NFPA REQUIREMENTS. 8. PROVIDE DRAINS AT RISERS, ON VALVED SECTIONS, AT SIAMESE CONNECTIONS AND AT OTHER LOCATIONS REQUIRING SAME FOR COMPLETE DRAINAGE OF SYSTEMS. PIPE DRAINS TO OUTSIDE OF BUILDING OR AS APPROVED. 9. WALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED WITH PRO —SET "FIRE STOP COUPLING" SYSTEM OR WITH GEDNEY TYPE CFS1 FIRE SEAL OR EQUAL SPACE BETWEEN SLEEVE AND WALL TO BE COMPLETELY SEALED WITH CAULKING. VOID BETWEEN SLEEVE PLUGS TO BE FILLED WITH INSULATION. SYSTEM DESCRIPTION: CONTRACTOR SHALL REVISE EXISTING SPRINKLER SYSTEM AS REQUIRED FOR THE NEW LAYOUT INCLUDING NEW PIPING FOR NEW OR RELOCATED SPRINKLER HEADS TO PROVIDE FOR PROPER COVERAGE. ALL HEADS ARE TO BE CENTERED IN THE CEILING TILES. DRAWINGS FOR APPROVALS: BEFORE PROCEEDING WITH WORK, THE CONTRACTOR IS TO [PERFORM SYSTEM HYDRAULIC CALCULATION, SYSTEM LAYOUTS,] PROVIDE AND SUBMIT SIGNED AND SEALED SHOP DRAWINGS FIRST TO THE AUTHORITY HAVING JURISDICTION, AND THEN TO THE ARCHITECT/ENGINEER FOR REVIEW. SUBMITTALS SHALL SHOW LOCATIONS OF PIPING, SPRINKLER HEADS, UNDERGROUND PIPING, ETC., AND SHALL INCLUDE INFORMATION ON VALVES, SPRINKLER HEADS, ALARM VALVES, HYDRANTS, ETC. AT LEAST TWO (2) SETS OF THE SHOP DRAWINGS SHALL BEAR THE APPROVAL STAMP OF THE LOCAL FIRE MARSHALL EQUIPMENT AND MATERIALS. ALL DEVICES, EQUIPMENT AND MATERIALS SHALL BE NEW, SHALL BE IN ACCORDANCE WITH NFPA REQUIREMENTS AND SHALL BEAR FACTORY MUTUAL AND THE UNDERWRITER'S LABEL OF APPROVAL ABOVE GROUND PIPE AND FITTINGS: PIPE ABOVE GROUND AND WITHIN THE BUILDING SHALL BE STANDARD WEIGHT, SCHEDULE 40 BLACK STEEL PIPE OR APPROVED SEAMLESS THIN WALL BLACK STEEL PIPE CONFORMING TO ASTM A53. PIPE FITTINGS SHALL BE OF A TYPE APPROVED FOR SPRINKLER SYSTEMS AND DESIGNED FOR 175 PSI WORKING PRESSURE. MALLEABLE IRON STANDARD WEIGHT FITTINGS WILL BE ACCEPTABLE IN SIZES UP TO 60. MECHANICAL PIPE COUPLINGS (ROLLED OR CUT GROOVED) MAY BE USED WHERE ALLOWED BY AUTHORITY HAVING JURISDICTION. UNDERGROUND PIPE AND FITTINGS: UNDERGROUND PIPE SHALL BE CLASS 150 PVC TYPE "BLUE BRUTE" AWWA C-900, UL AND FM LISTED WITH M.J. FITTINGS. FLUSH UNDERGROUND PIPE PRIOR TO CONNECTION TO INSIDE PIPING. SECTIONS OF CROSS MAINS, RISERS AND FEED MAINS MAY BE SHOP WELDED. WELDED FITTINGS SHALL COMPLY WITH ANSI STANDARD OB-16.9-1971. WELDING SHALL BE DONE IN ACCORDANCE WITH METHODS SET FORTH IN THE ANSI STANDARD B31.10-1067 AND APPLICABLE ADDENDA. INTERIOR VALVES: 2-1/2" AND LARGER SHALL BE OS AND Y, FLANGED, IBBM GATE VALVES. 2" AND SMALLER SHALL BE THREADED, BRONZE GATE VALVES. ALL VALVES DESIGNED FOR 175 PSI WP. LISTED GROOVED OR BUTTERFLY VALVES ARE ACCEPTABLE. POST INDICATOR VALVE(S): EQUAL TO TRAVERSE CITY IRON WORKS NO. A-261—MJ GATE VALVE WITH NON —RISING STEM AND MECHANICAL JOINT ENDS. PROVIDE COMPLETE WITH POST INDICATOR ASSEMBLY EQUAL TO T.C.I.W. NO. A-240. SEAL OPEN WITH APPROVED SEALS. PROVIDE WRENCH FOR EACH POST. SECTIONAL CONTROL VALVE(S): EQUAL TO TRAVERSE CITY IRON WORKS #A-232—FM GATE VALVE WITH NON —RISING STEM, MECHANICAL JOINT ONE END AND FLANGED JOINT ON OPPOSITE END, AND CAST IRON VALVE BOX WITH COVER. CHECK VALVE(S): SWING TYPE, FLANGED CONNECTIONS, 175 PSI WWP, BRASS SEAT, ELASTOMER "O"—RING SEAT. EQUAL TO VIKING MODEL C-2. WHERE ALLOWED BY THE UNDERWRITER AND PERMITTED BY LOCAL AUTHORITIES, WAFER CHECK VALVE(S). EQUAL TO VIKING MODEL A-1 MAY BE USED IN LIEU OF SWING CHECK VALVES. DOUBLE CHECK VALVE, BACKFLOW PREVENTER, FLANGED CONNECTIONS, 175 PSI WWP, BRONZE SEAT, NEOPRENE SEAL, EQUAL TO FEBCO 800 SERIES. SIAMESE CONNECTION(S): POLISHED BRASS FACE, CAPS, CHAINS EQUAL TO GUARDIAN 6300 SERIES, 4" X 2-1/2- X 2-1/2- BRANDED "AUTO SPKR". THREADS TO MATCH THOSE PRESENTLY IN USE BY THE CITY OF WINTER PARK FIRE DEPARTMENT. INSTALL AUTOMATIC BALL DRIP. ALARM BELL 8' DIAM., 120V-1 PHASE, BACK BOX KIT, GUARD, EQUAL TO VIKING MODEL BH-1003-8. WIRING BY ELECTRICAL CONTRACTOR. FLOW SNTCH(ES): PADDLE TYPE, 120V-1 PHASE, TWO (2) SPDT SWITCHES, EQUAL TO VIKING MODEL C-1. FURNISHED AND INSTALLED BY THIS CONTRACTOR, WIRING AND CONNECTION TO ALARM BELL (AND BUILDING ALARM SYSTEM) BY ELECTRICAL CONTRACTOR. VALVE SUPERVISORY SWITCHES: FURNISHED AND INSTALLED BY THIS CONTRACTOR FOR ALL CONTROL VALVES. ALL WIRING AND CONNECTION TO BUILDING FIRE ALARM PANEL BY ELECTRICAL CONTRACTOR. SPRINKLER HEADS: FOR ALL EXPOSED UNFINISHED AREAS SPRINKLER HEAD SHALL BE A VIKING MICROFAST MODEL M QUICK RESPONSE UPRIGHT, 1/2' ORIFICE, BRASS FINISH. FOR FINISHED AREAS SPRINKLER HEAD SHALL BE A VIKING MICROFAST MODEL M QUICK RESPONSE PENDENT, 1/2" ORIFICE, CHROME FINISH, WITH VIKING MICROMATIC MODEL E-1 RECESSED ESCUTCHEON . RELIABLE AND STAR ARE EQUAL TO VIKING. MANUFACTURERS: SPRINKLER CABINET: PROVIDE A WALL —MOUNTED SPRINKLER CABINET SPARE SPRINKLER HEADS, INCLUDING ALL TYPES AND TEMPERATURES INSTALLED ON PROJECT PER NFPA 13. PROVIDE SPRINKLER WRENCH. PAINTING AND STENCILING: PROVIDE PAINTING AND STENCILING OF ALL EXPOSED PIPING, EQUIPMENT, ETC. INSTALLED AS PART OF THIS CONTRACT. TEST OF COMPLETED SYSTEM: ABOVE GROUND PIPING: PERFORM A HYDROSTATIC TEST OF THE PIPING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13. UNDERGROUND PIPING: THOROUGHLY FLUSH PIPING OF ALL DIRT AND PURGE AIR FROM THE PIPING. CLEANING AND TESTING OF UNDERGROUND PIPING SHALL CONFORM TO THE APPLICABLE SECTIONS OF NFPA PAMPHLET 13 AND NFPA 24 AND THE REQUIREMENTS OF THE WATER COMPANY. NOTIFY THE ARCHITECT/ENGINEER/OWNER/ UNDERWRITER PRIOR TO PERFORMING THE TEST WHO, AT THEIR OPTION, MAY DESIRE TO WITNESS THE TEST. TEST SHALL BE SATISFACTORY TO THE ARCHITECT, ENGINEER, OWNER, UNDERWRITER OR AUTHORITIES HAVING JURISDICTION. IF TEST PROVES UNSATISFACTORY, LEAKS SHALL BE REPAIRED AND A NEW TEST SHALL BE PERFORMED. NO BACK FILLING SHALL BE DONE OVER BURIED JOINTS UNTIL PIPE HAS BEEN PROVEN WATER TIGHT. SECURE PIPING IN PLACE PRIOR TO TESTING. AFTER TESTING HAS BEEN COMPLETED, ALL VALVES SHALL BE LEFT IN THEIR RESPECTIVE NORMAL POSITIONS, AND THE OWNER AND HIS DULY APPOINTED REPRESENTATIVE SHALL BE INSTRUCTED IN THE CARE, OPERATION AND MAINTENANCE OF THE ENTIRE SYSTEM. MATERIAL AND TEST CERTIFICATE SHALL BE COMPLETED AND TURNED OVER TO THE OWNER'S REPRESENTATIVE UPON COMPLETING THE TEST. CHLORINATION: ARRANGE FOR CHLORINATION OF THE SERVICE ENTRANCE PIPING FROM POINT OF CONNECTION TO THE MUNICIPAL WATER MAIN UP TO AND INCLUDING THE FLANGE AND SPIGOT INSIDE THE BUILDING. PAY FOR ALL COSTS ASSOCIATED WITH CHLORINATING THE PIPING SYSTEM. THE SYSTEM SHALL BE TESTED IN ACCORDANCE WITH AWWA C-651 OR C-652 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS AND LOCAL CODES AND ORDINANCES AND SHALL NOT BE CONNECTED TO THE MUNICIPAL WATER SYSTEM UNTIL PROVEN SAFE. DELIVER CHLORINATION CERTIFICATION TO THE OWNER AND OR THE MUNICIPAL WATER DEPARTMENT THAT THE SYSTEM HAS BEEN PROVEN SAFE. WATER SUPPLY TREATMENT: WATER SUPPLIES AND ENVIRONMENTAL CONDITIONS SHALL BE EVALUATED BY OWNER FOR THE EXISTENCE OF MICROBES AND CONDITIONS THAT CONTRIBUTE TO MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). WHERE CONDITIONS ARE FOUND THAT CONTRIBUTE TO MIC, THE OWNER SHALL NOTIFY THE SPRINKLER CONTRACTOR AND A PLAN SHALL BE DEVELOPED TO TREAT THE SYSTEM USING ONE OF THE METHODS AS ESTABLISHED UNDER NFPA 13 (2010 ED.). studio+l California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, -INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 014 e rho /��, im R isms Coptnght — AN ldero, designs, methods and 0" bdlcated or ryneented by MY droving are omed by and the property of Peninsula Engineering, Inc. and were rioted eWvod and developed for use an and In connection Ah the qm*6 projwL None of the Ume, deelgne, orrangernonts, methods or plans ehd be used by or dedoeed to any Peron, fens or orporath» for any purpose whatsoever without the Britton pe mtalon of Pa*sulo EngimI Ma REVISIONS: ENGINs1Ct7D: Jose -A.° Vdr U6.PE. FL Rea. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SPECIFICATIONS FIRE PROTECTION FP0m01 © 2016 Studio+ [Eel I FIRE PROTECTION GENERAL NOTES ALL PIPING TO BE TESTED AT 200 PSI FOR A MINIMUM OF 2 HOURS. HYDRAULIC CALCULATIONS DESIGN CRITERIA: SUPPORT AREAS / MECHANICAL AND ELECTRICAL ROOMS: A. DENSITY = 0.15 GPM/SQ. FT FOR 1500 SQ. FT. B. COVERAGE PER SPRINKLER = 130 SQ. FT C. ORDINARY HAZARD GP I D. MAXIMUM SPACING = 15 FT. OFFICES / HALLWAYS: A. DENSITY = 0.10 GPM/SQ. FT LARGE ROOM RULE B. COVERAGE PER SPRINKLER = 225 SQ. FT C. LIGHT HAZARD D. MAXIMUM SPACING = 15 FT. SPRINKLER INSTALLATIONS SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13 SPRINKLER SYSTEMS, FIRE MARSHALS OFFICE, OWNERS INSURANCE CARRIER, ALL LOCAL, STATE, FEDERAL CODES AND REGULATIONS AND ANY OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. ALL PERMITS REQUIRED IN CONNECTION WITH THIS SPRINKLER SYSTEM SHALL BE OBTAINED AND PAID FOR BY THE SPRINKLER CONTRACTOR. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES TO AVOID DUCTWORK, LIGHTING, PIPING AND ANY BUILDING STRUCTURE , ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR CONCEALED WITHIN WALLS. FIRE PROTECTION CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE BEFORE BIDDING. NO CHANGES SHALL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. ALL EQUIPMENT SHALL BE UL AND FM LISTED AND LABELED. MANUFACTURER SHALL BE EQUAL TO GRINNEL, VIKING. PIPING TO BE SCHEDULE 40 BLACK STEEL PIPE FOR ALL BRANCH LINES JOINED WITH THREADED OUTLET FITTINGS. ALL SPRINKLER DROPS TO BE 1" SCHEDULE 40 WITH 1" X 1/2" THREADED REDUCER. HANGERS TO BE SIZED AND SPACED IN ACCORDANCE WITH NFPA 13. PROJECT SPECIFICATIONS TAKE PRECEDENT OVER PLANS. APPROVAL FROM OWNERS INSURANCE CARRIER IS CONTRACTOR RESPONSIBILITY. CONTRACTOR TO BASE ALL CALCULATIONS UPON CURRENT FLOW TEST SUPPLIED BY FIRE SPRINKLER CONTRACTOR. ALL SPRINKLER HEADS TO BE OF THE QUICK RESPONSE TYPE INSTALLED IN FULL ACCORDANCE WITH MANUFACTURERS GUIDELINES UNLESS NOTED OTHERWISE (REFER TO FIRE SPRINKLER LEGEND AND PLANS). ALL SPRINKLER HEADS IN MECHANICAL/ELECTRICAL ROOMS TO BE STANDARD RESPONSE, 200f. THESE PLANS ARE CONCEPTUAL IN NATURE PER FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND 61G15-32.004. DEFLECTOR SPRINKLER GUARD 1" X 1/2" REDUCER 1" SYSTEM DROP N'^"' 1"X1/ REDUCE FINISHEI CEILING FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION 0 NEW SEMI -RECESSED PENDENT SPRINKLER HEAD. CONNECT NEW 1"0 SPRINKLER SUPPLY TO EXISTING WET FIRE LINE ABOVE. EXTEND A SWING JOINT OR ARM -OVER TO NEW SEMI -RECESSED PENDENT SPRINKLER HEAD'S LOCATION FROM EXISTING "TEES" FEEDING SPRIGS OR DROPS OF EXISTING SPRINKLER HEADS. EXTEND A SWING JOINT OR ARM -OVER TO NEW UPRIGHT SPRINKLER HEAD'S r.._� LOCATION FROM EXISTING "TEES" FEEDING SPRIGS OR DROPS OF EXISTING SPRINKLER HEADS. EXISTING SEMI -RECESSED PENDENT SPRINKLER HEAD TO BE REMOVED E AND REPLACED WITH A NEW SEMI -RECESSED QUICK RESPONSE PENDENT SPRINKLER HEAD (WET SYSTEM). EXISTING SPRINKLER HEAD TO BE REMOVED. CAP AND ABANDON SUPPLY ABOVE CEILING. NOTE: FIRE SPRINKLER CONTRACTOR SHALL PROVIDE TEMPORARY QUICK RESPONSE SPRINKLER HEADS FOR AREAS THAT MAY BE LEFT WITHOUT ADEQUATE PROTECTION DUE TO PHASING OF CONSTRUCTION OR THE LOCATION OF TEMPORARY ICRA/CONSTRUCTION WALLS. GENERAL SHEET NOTES 1. BUILDING IS EXISTING AND FULLY SPRINKLERED. FIRE PROTECTION CONTRACTOR SHALL REMOVE ALL EXISTING UPRIGHT SPRINKLER HEADS WITHIN SCOPE OF WORK (FLOOR SPACE) AND TURN OVER TO OWNER'S REPRESENTATIVE. 2. FIRE PROTECTION CONTRACTOR SHALL ACCOUNT FOR ANY CROSSMAINS OR BRANCH LINES THAT NEED TO BE MODIFIED, RELOCATED OR ADJUSTED FOR ELEVATIONS DUE TO NEW CEILING LAYOUT. 3. CONTRACTOR SHALL VISIT THE SITE AND SHALL BE FAMILIAR WITH THE COMPLETE SCOPE OF WORK PRIOR TO BIDDING ON THIS PROJECT. 4. WHERE CEILING ELEVA11ON CHANGES OCCUR, CONTRACTOR SHALL SPACE SPRINKLER HEADS FOLLOWING OBSTRUCTION RULES PER NFPA 13. 5. CONTRACTOR SHALL EXTEND A SWING JOINT OR ARM -OVER TO NEW PENDENT SPRINKLER HEAD LOCATION FROM EXISTING "TEES" FEEDING SPRIGS OR DROPS OF EXISTING UPRIGHT/PENDENT HEADS. IF THESE METHODS ARE NOT FEASIBLE, CONTRACTOR SHALL CAP THE TEE, ABANDON THE SUPPLY ABOVE THE CEILING SPACE AND PROVIDE A NEW TAP INTO THE EXISTING BRANCH LINE AS REQUIRED. 6• IF NEW BRANCHLINES ARE REQUIRED, CONTRACTOR SHALL BASE SIZING OF NEW PIPING ON EXISTING BRANCHLINE SIZES AND THE NUMBER OF SPRINKLER HEADS THEY FEED. 7. NEW/RELOCATEDSPRINKLER HEADS SHALL BE CENTERED IN THE MIDDLE OF CEILING TILES OR AS INDICATED ON PLANS. 8. CONTRACTOR SHALL COORDINATE FINAL COLOR SELECTION OF SPRINKLER HEADS WITH ARCHITECT PRIOR TO BUYING ITEMS. TYPICAL SEMI -RECESSED PENDENT W/ GUARD DETAIL SPRINKLER HEAD DETAIL SCALE: NONE 1" SYSTEM DROP N'nn' Er 1"NPT F COUPLM SPRINKL COVER ASSEMB FINISHEI CEILING COVER l .. FIRE SPRINKLERS SCHEDULE SYMBOL TEMP. SPRINKLER TYPE MANUFACTURER SIN PRESSURE FLOW PLATE FINISH SIZE K RESPONSE -0- 155' PENDENT SPRINKLER VIKING VK302 7.0 14.82 SEMI -RECESSED WHITE 1/2" 5.6 QUICK -�- 200' UPRIGHT SPRINKLER W/ HEAD GUARD VIKING VK100 7.0 14.82 NONE CHROME 1/2" 5.6 STANDARD -f 165' CONCEALED SPRINKLER VIKING VK405 7.0 14.82 CONCEALED WHILE 1/2" 5.6 QUICK �li!►7�1�-:11 WOOD MEMBER tudio+ California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 r, P:303.773.0436 F:303.773.0053 eM A/S PIPE WSWow I. SHORT CLIP WORD UNIVERSAL TOP/BOTTOM �1e"e MEMBER ��t - � W � deeIgn�• and BEAM CLAMP EQUAL TO am• or �tWby ft *•tw B-LINE TYPE 19-SP69 A"mq'nc. w yt�de aid r-bp.a 6x use on and In connection Q 3/8"0 MIN. HANGER dw the epwWwJW nt ra ft of the � dedgu, amngrn-4 mefhaEe ar plain and he used by a de mW to my peon, flm ar aarpmatlon W any pun= ehatfoftw ROD v wet fhe mitten permblan of Penlneula EVE -LET FA*Wkm& c. WOOD MEMBER SHORT CLIP A/S PIPE PIPE HANGER DETAILS SCALE: NONE TYPICAL CONCEALED PENDENT SPRINKLER HEAD DETAIL SCALE: NONE A.T.R. HANGER RING A/S PIPE COUPLING ADJUSTABLE CLEVIS HANGER EQUAL TO B-LINE TYPE 10-SP-69 PIPE nuitx 1. SIZE HANGER AND CLAMP TO ADEQUATELY SUPPORT LOAD (REFER TO B-LINE HANGER CATALOG). 2. FOR COPPER TUBING USE COPPER PLATED OR PAINTED B317OCT, FELT LINED B3170F, OR PLASTIC COATED HANGERS. PIPE SUPPORT DETAIL SCALE: NONE GENERAL FIRE ALARM NOTES: 1. CONTRACTOR SHALL PROVIDE ONE OF THE FOLLOWING IF REQUESTED BY THE AUTHORITY HAVING JURISDICTION UNDER RENOVATION AREAS: PERSONNEL FOR FIRE WATCHES AS PER BY NFPA 101 AND MAINTAIN FIRE WATCH LOGS OR TEMPORARY SMOKE DETECTOR PROTECTION. DETECTORS SHALL BE COVERED DURING WORKING HOURS TO PREVENT DUST, DEBRIS, ETC. DAMAGING THE DEVICE AND TO PREVENT FALSE ALARMS. COVERS SHALL BE REMOVED AFTER WORKING HOURS. 2. PER NFPA 25 (2011 EDITION) 5.3 TESTING: SPRINKLERS MANUFACTURED USING FAST RESPONSE ELEMENTS THAT HAVE BEEN IN SERVICE FOR 20 YEARS SHALL BE REPLACED OR REPRESENTATIVE SAMPLES SHALL BE TESTED AND THEN RETESTED AT 10 YEAR INTERVALS. SAMPLE SPRINKLERS SHALL BE SUBMITTED TO A RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITY HAVING JURISDICTION FOR FIELD SERVICE TESTING. SPRINKLERS FOR TESTING SHALL CONSIST OF A MINIMUM OF NOT LESS THAN FOUR SPRINKLERS OR 1 PERCENT OF THE NUMBER OF SPRINKLERS PER INDIVIDUAL SPRINKLER SAMPLE, WHICHEVER IS GREATER. WHEN ONE SPRINKLER WITHIN A REPRESENTATIVE SAMPLE FAILS TO MEET THE TEST REQUIREMENT, ALL SPRINKLERS WITHIN THE AREA REPRESENTED BY THAT SAMPLE SHALL BE REPLACED. FIRE PROTECTION DRAWING INDEX SHEET # % EE r M-8CFA7rM PO.01 SPECIFICATIONS - FIRE PROTECTION PO.02 SCHEDULES, NOTES, LEGEND AND DETAILS - FIRE PROTECTION P4.11 FIRST FLOOR - RENOVATION PLAN - PHASE 1 - FIRE PROTECTION P4.12 FIRST FLOOR - RENOVATION PLAN - PHASE 2 - FIRE PROTECTION P4.13 FIRST FLOOR - RENOVATION PLAN - PHASE 3 - FIRE PROTECTION P4.14 FIRST FLOOR - RENOVATION PLAN - PHASE 4 - FIRE PROTECTION P4.15 FIRST FLOOR - RENOVATION PLAN - PHASE 5 - FIRE PROTECTION P4.16 FIRST FLOOR - RENOVATION PLAN - PHASE 6 - FIRE PROTECTION P4.17 FIRST FLOOR - RENOVATION PLAN - PHASE 7 - FIRE PROTECTION REVISIONS: ENGINEE�,OFiRE�P RD: 4_ !_ `,/(A'irlergtte,t(?E;`I•FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SCHEDULES, NOTES, LEGEND AND DETAILS - FIRE PROTECTION FPOmO2 0 2016 Studio+ studio GENERAL FIRE ALARM NOTES: 1. CONTRACTOR SHALL PROVIDE ONE OF THE FOLLOWING IF REQUESTED BY THE AUTHORITY HAVING JURISDICTION UNDER RENOVATION AREAS: PERSONNEL FOR FIRE WATCHES AS PER BY NFPA 101 AND MAINTAIN FIRE WATCH LOGS OR TEMPORARY SMOKE DETECTOR PROTECTION. DETECTORS SHALL BE COVERED DURING WORKING HOURS TO PREVENT DUST, DEBRIS, ETC. DAMAGING THE DEVICE AND TO PREVENT FALSE ALARMS. COVERS SHALL BE REMOVED AFTER WORKING HOURS. 2. FIRE PROTECTION CONTRACTOR SHALL PERFORM SPRINKLER HEAD TESTING AS PER NFPA 25 (2011 EDITION) 5.3 TESTING: SPRINKLERS MANUFACTURED USING FAST RESPONSE ELEMENTS THAT HAVE BEEN IN SERVICE FOR 20 YEARS SHALL BE REPLACED OR REPRESENTATIVE SAMPLES SHALL BE TESTED AND THEN RETESTED AT 10 YEAR INTERVALS. SAMPLE SPRINKLERS SHALL BE SUBMITTED TO A RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITY HAVING JURISDICTION FOR FIELD SERVICE TESTING. SPRINKLERS FOR TESTING SHALL CONSIST OF A MINIMUM OF NOT LESS THAN FOUR SPRINKLERS OR 1 PERCENT OF THE NUMBER OF SPRINKLERS PER INDIVIDUAL SPRINKLER SAMPLE, WHICHEVER IS GREATER. WHEN ONE SPRINKLER WITHIN A REPRESENTATIVE SAMPLE FAILS TO MEET THE TEST REQUIREMENT, ALL SPRINKLERS WITHIN THE AREA REPRESENTED BY THAT SAMPLE SHALL BE REPLACED. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2DI6 ALDEN ROAD ORLA DO. FLORIDA328W am O2Kt�pl ; FA1( 4N.1A 04 ht al //r+v.p —) CO E-Mal to: o.com Job # 1631E Copyright - All Ideas, design,, method, aM pl— Irdkaled a represented by thls dra.Ing ore o.ned by and the property o! peninsula Engneerk,g, Inc. and —e created, evdved and developed fa use on and h connection .dh the apecMed project. N., of the Idea, deign; arrangements, method, a plans shop be used by a dkrclosed to ony p—, fkm a-rpamtlon for nny purpose .hatsoever sdth-t the .dllen p-1-1an of Penlssula Engn—hg,I- 109 104sej k l*1 ENGINEER OF RECORD: •• ��G '• No. 37313 STATE OF 0o F� ORIfJP...•: �i Ct` ..... • •' CCU S/ONAL Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR - RENOVATION PLAN PHASE 1 - FIRE PROTECTION FIRST FLOOR - RENOVATION PLAN - PHASE 1 - FIRE PROTECTION PROJECT NORTH TRUE NORTH 1FP4ml 1 © 2016 Studio+ studio PHASE 2 - SCOPE AREA GENERAL FIRE ALARM NOTES: CONTRACTOR SHALL PROVIDE ONE OF THE FOLLOWING IF REQUESTED BY THE AUTHORITY HAVING JURISDICTION UNDER RENOVATION AREAS: PERSONNEL FOR FIRE WATCHES AS PER BY NFPA 101 AND MAINTAIN FIRE WATCH LOGS OR TEMPORARY SMOKE DETECTOR PROTECTION. DETECTORS SHALL BE COVERED DURING WORKING HOURS TO PREVENT DUST, DEBRIS, ETC. DAMAGING THE DEVICE AND TO PREVENT FALSE ALARMS. COVERS SHALL BE REMOVED AFTER WORKING HOURS. 2. FIRE PROTECTION CONTRACTOR SHALL PERFORM SPRINKLER HEAD TESTING AS PER NFPA 25 (2011 EDITION) 5.3 TESTING: SPRINKLERS MANUFACTURED USING FAST RESPONSE ELEMENTS THAT HAVE BEEN IN SERVICE FOR 20 YEARS SHALL BE REPLACED OR REPRESENTATIVE SAMPLES SHALL BE TESTED AND THEN RETESTED AT 10 YEAR INTERVALS. SAMPLE SPRINKLERS SHALL BE SUBMITTED TO A RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITY HAVING JURISDICTION FOR FIELD SERVICE TESTING. SPRINKLERS FOR TESTING SHALL CONSIST OF A MINIMUM OF NOT LESS THAN FOUR SPRINKLERS OR 1 PERCENT OF THE NUMBER OF SPRINKLERS PER INDIVIDUAL SPRINKLER SAMPLE, WHICHEVER IS GREATER. WHEN ONE SPRINKLER WITHIN A REPRESENTATIVE SAMPLE FAILS TO MEET THE TEST REQUIREMENT, ALL SPRINKLERS WITHIN THE AREA REPRESENTED BY THAT SAMPLE SHALL BE REPLACED. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357 4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDER ROAD ORLANDO, FLORIDA 32603 G 30M =14U1lM67 ; FAX 011A.MN4 ht�//ww.p� c«n E—Yd to pel0llo.com JOB Ift 16310 Copplght — All Ideas, cl slgns, methods and Plans IndIcated or represented by this drawing owned by and the property of penlneula Englm—ing, Inc. and weand In hannectlan c Bated, evolved and developed for use an with the spac:illed project None of the Idens, dodges, arrangements, methods or plans sholl be used by T dleclosad to any p—on, firm or c.W,.tbn for any purpnx whatsoever without the written pcmImlon of penlneula EngInwarng, Inc, 0 _ _ t E REVISIONS. ENGINEER OF RECORD: �` UG' ' �E �. No. 37313 S TgTE OF *"I,�/oNAL�G,�`�� ''f=V Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR - RENOVATION PLAN PHASE 2 - FIRE PROTECTION PROJECT NORTH TRUE NORTH FIRST FLOOR - RENOVATION PLAN - PHASE 2 - FIRE PROTECTION 1 1'//� FP4ml2 1 /8" = V-0" I �u 0 1 (�_) 20'16 Shjdio+ I l 11 I I -- — - 1 II studio 311 '1 �I� 1 ■aa■ �I ';�j'I ItSi►� • II f. I I ; �. 1� / / -�. ....._...._.__... .__._._-.._... _.I _ , /I __,. �" ��—� I .rrw_.► �+ ++w •• ■ I �FIN / 01 I 1/ •. Jl Y , OWN l� P , / / � p ''A Fzz VA �u •. i �I ��1yr II�� I � l� ,,d'I, �} .. �/ ,��.� ��, ��I � �`'� �� ;�•�., �� I � �i%�►.,�.,�'�05 /i I ro, �ll 1/' � /1�` 1 / 1�:'r� • � / �/r � I; / /' " I7�+�. �.� .I�Ii.�! .�l! .� vrw I „ {{� � ram► � � .i..+1u �PAFi rA IOWAN WIN 91 PIN uENERAL FIRE ALARM NOTES: CONTRACTOR SHALL PROVIDE ONE OF THE FOLLOWING IF REQUESTED BY THE AUTHORITY HAVING JURISDICTION UNDER RENOVATION AREAS: PERSONNEL FOR FIRE WATCHES AS PER BY NFPA 101 AND MAINTAIN FIRE WATCH LOGS OR TEMPORARY SMOKE DETECTOR PROTECTION. DETECTORS SHALL BE COVERED DURING WORKING HOURS TO PREVENT DUST, DEBRIS, ETC. DAMAGING THE DEVICE AND TO PREVENT FALSE ALARMS. COVERS SHALL BE REMOVED AFTER WORKING HOURS. FIRE PROTECTION CONTRACTOR SHALL PERFORM SPRINKLER HEAD TESTING AS PER NFPA 25 (2011 EDITION) 5.3 TESTING: SPRINKLERS MANUFACTURED USING FAST RESPONSE ELEMENTS THAT HAVE BEEN IN SERVICE FOR 20 YEARS SHALL BE REPLACED OR REPRESENTATIVE SAMPLES SHALL BE TESTED AND THEN RETESTED AT 10 YEAR INTERVALS, SAMPLE SPRINKLERS SHALL BE SUBMITTED TO A RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITY HAVING JURISDICTION FOR FIELD SERVICE TESTING. SPRINKLERS FOR TESTING SHALL CONSIST OF A MINIMUM OF NOT LESS THAN FOUR SPRINKLERS OR 1 PERCENT OF THE NUMBER OF SPRINKLERS PER INDIVIDUAL SPRINKLER SAMPLE, WHICHEVER IS GREATER. WHEN ONE SPRINKLER WITHIN A REPRESENTATIVE SAMPLE FAILS TO MEET THE TEST REQUIREMENT, ALL SPRINKLERS WITHIN THE AREA REPRESENTED BY THAT SAMPLE SHALL BE REPLACED. I KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357 4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 AUMN ROAD ORLA Z A 328133 1014Q/14M ; FAII 4D KIE14 http: //xwr.p cam E-Mal to pal�dCIaom Joe 16310 Copyright - All Ideas, designs, methods and plane Indkated ar represented by this drawing ore arced by .d the property of Peninsuio Engineering, Inc. and were aeoted, evdved and developed fa use on and In connection with the specilkd project None of the Ideas, designs, arrnngements, methods a plum shag be used by., dinolmad to ooy pen., firm m carpamtlan for .y purpose whatsoever without the written permission of Ptenfnsu!o Engnewrhq, Inc. _ 201E REVISIONS: ENGINEER OF RECORD- .. .......... 313 S rq I"E of Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS 7350 DAIRY RU. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 3 - FIRE PROTECTION FIRST FLOOR - RENOVATION PLAN - PHASE 3 - FIRE PROTECTION PROJECT NORTH TRUE NORTH 1 1 /8" = 1'-0" �:u (D FP4ml3 © 2016 Studio+ -„;- -,. i�7X/77-71 r ar.rviv�l'� I T� , d- ■ - ,.=:..;" GENERAL FIRE ALARM NOTES: California Florida <,SEM 4 ATIENTt, ; - ' - _ I C 1 CONTRACTOR SHALL PROVIDE ONE OF THE FOLLOWING IF REQUESTED BY THE AUTHORITY HAVING JURISDICTION UNDER RENOVATION AREAS: PERSONNEL FOR FIRE WATCHES AS PER BY NFPA 101 AND MAINTAIN FIRE WATCH LOGS OR TEMPORARY SMOKE DETECTOR PROTECTION. DETECTORS SHALL BE COVERED DURING WORKING HOURS TO PREVENT DUST, DEBRIS, ETC. DAMAGING THE DEVICE AND TO PREVENT FALSE ALARMS. COVERS SHALL BE REMOVED AFTER WORKING HOURS. 2. FIRE PROTECTION CONTRACTOR SHALL PERFORM SPRINKLER HEAD TESTING AS PER NFPA 25 (2011 EDITION) 5.3 TESTING: SPRINKLERS MANUFACTURED USING FAST RESPONSE ELEMENTS THAT HAVE BEEN IN SERVICE FOR 20 YEARS SHALL BE REPLACED OR REPRESENTATIVE SAMPLES SHALL BE TESTED AND THEN RETESTED AT 10 YEAR INTERVALS. SAMPLE SPRINKLERS SHALL BE SUBMITTED TO A RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITY HAVING JURISDICTION FOR FIELD SERVICE TESTING. SPRINKLERS FOR TESTING SHALL CONSIST OF A MINIMUM OF NOT LESS THAN FOUR SPRINKLERS OR 1 PERCENT OF THE NUMBER OF SPRINKLERS PER INDIVIDUAL SPRINKLER SAMPLE, WHICHEVER IS GREATER. WHEN ONE SPRINKLER WITHIN A REPRESENTATIVE SAMPLE FAILS TO MEET THE TEST REQUIREMENT, ALL SPRINKLERS WITHIN THE AREA REPRESENTED BY THAT SAMPLE SHALL BE REPLACED. KEY PLAN (N.T.S.)- PROJECT NORTH TRUE NORTH 2211 E. 7TH Ave, Suite A, Tampa Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 201E ALDEN ROAD ORLANDO, FLORIDA 32E03 CA 3090 1Ii /0 -41LI M : FAX /072&W4 http: //ter.poM aoom E-Mal to plla.oan JOB # 1831E Copyright AD Idea., deign., methods and plane Indlcoted or rwpr—W by lhle dr—In a" ormed by and the property.of Peninsula Engineering, Inc and were created, evolved and developed fa uee an and In Conneallon with the spwifled prayrCt. Nave at the Idea& deelgn., arrangements, method. ar plane shall be need by ar diedo..d to any person, Nm or Corporation for any purpose whatsoever wilhaut the r.ltten p�iselon of Peninsula Ergneerwg, Inc REVISIONS: ENGINEER OF RECORD: No �313 �OF ®Astir SAL Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 4 - FIRE PROTECTION FIRST FLOOR - RENOVATION PLAN - PHASE 4 - FIRE PROTECTION 1 1 /8" = V-0" FP4ml4 -D 2016 StL dio+ A — ~ F ` - SEMI r PRIVATE - PATIENT ROOM - - - _ t\ F GENERAL FIRE ALARM NOTES: CONTRACTOR SHALL PROVIDE ONE OF THE FOLLOWING IF REQUESTED BY THE AUTHORITY HAVING JURISDICTION UNDER RENOVATION AREAS: PERSONNEL FOR FIRE WATCHES AS PER BY NFPA 101 AND MAINTAIN FIRE WATCH LOGS OR TEMPORARY SMOKE DETECTOR PROTECTION. DETECTORS SHALL BE COVERED DURING WORKING HOURS TO PREVENT DUST, DEBRIS, ETC. DAMAGING THE DEVICE AND TO PREVENT FALSE ALARMS. COVERS SHALL BE REMOVED AFTER WORKING HOURS. 2. FIRE PROTECTION CONTRACTOR SHALL PERFORM SPRINKLER HEAD TESTING AS PER NFPA 25 (2011 EDITION) 5.3 TESTING: SPRINKLERS MANUFACTURED USING FAST RESPONSE ELEMENTS THAT HAVE BEEN IN SERVICE FOR 20 YEARS SHALL BE REPLACED OR REPRESENTATIVE SAMPLES SHALL BE TESTED AND THEN RETESTED AT 10 YEAR INTERVALS. SAMPLE SPRINKLERS SHALL BE SUBMITTED TO A RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITY HAVING JURISDICTION FOR FIELD SERVICE TESTING. SPRINKLERS FOR TESTING SHALL CONSIST OF A MINIMUM OF NOT LESS THAN FOUR SPRINKLERS OR 1 PERCENT OF THE NUMBER OF SPRINKLERS PER INDIVIDUAL SPRINKLER SAMPLE, WHICHEVER IS GREATER. WHEN ONE SPRINKLER WITHIN A REPRESENTATIVE SAMPLE FAILS TO MEET THE TEST REQUIREMENT, ALL SPRINKLERS WITHIN THE AREA REPRESENTED BY THAT SAMPLE SHALL BE REPLACED. I KEY PLAN (N.T.S.): I studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P- 239.357,4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2018 Alms ROAD ORLAIDO, rLOR1DA 32803 CA 3089 V= 407-41ILM X 41721t.M http: //>.vlrw. Doan E—Mat ta. p la.caM JOB it 18318 Copyright - All Idea,, daslgne, methede and plane Indkatad or rq—t,d by thls d—ing are owned by and the property of peninsula Englnea rl Inc. and were created, evdved and developed for use on and In connectian rlth the sW.hlcd pm)) ct. Nan, of the Ideai deslgne, arrangements, methods n, plan, Mall be uvd by or dlscloeed to cry, persan' firm a corporation for any purpose whatsoever withal Ne ril parmissl�ll nlnsulo ,rh Fngln9. Inc. e REVISIONS: ENGINEER OF RECORD: er � R'o37 13 G ..� Sr .� O :. �1 r QF 0'VA L VAC - Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE -- ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 5 - FIRE PROTECTION PROJECT NORTH TRUE NORTH FIRST FLOOR - RENOVATION PLAN - PHASE 5 - FIRE PROTECTION 1 FP4ml 5 1 /8" = 1'-0" C0 2016 Studio+ studio /-PHASE 6 -SCOPE OF WORK 1 GENERAL FIRE ALARM NOTES: CONTRACTOR SHALL PROVIDE ONE OF THE FOLLOWING IF REQUESTED BY THE AUTHORITY HAVING JURISDICTION UNDER RENOVATION AREAS: PERSONNEL FOR FIRE WATCHES AS PER BY NFPA 101 AND MAINTAIN FIRE WATCH LOGS OR TEMPORARY SMOKE DETECTOR PROTECTION. DETECTORS SHALL BE COVERED DURING WORKING HOURS TO PREVENT DUST, DEBRIS, ETC. DAMAGING THE DEVICE AND TO PREVENT FALSE ALARMS. COVERS SHALL BE REMOVED AFTER WORKING HOURS. 2. FIRE PROTECTION CONTRACTOR SHALL PERFORM SPRINKLER HEAD TESTING AS PER NFPA 25 (2011 EDITION) 5.3 TESTING: SPRINKLERS MANUFACTURED USING FAST RESPONSE ELEMENTS THAT HAVE BEEN IN SERVICE FOR 20 YEARS SHALL BE REPLACED OR REPRESENTATIVE SAMPLES SHALL BE TESTED AND THEN RETESTED AT 10 YEAR INTERVALS. SAMPLE SPRINKLERS SHALL BE SUBMITTED TO A RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITY HAVING JURISDICTION FOR FIELD SERVICE TESTING. SPRINKLERS FOR TESTING SHALL CONSIST OF A MINIMUM OF NOT LESS THAN FOUR SPRINKLERS OR 1 PERCENT OF THE NUMBER OF SPRINKLERS PER INDIVIDUAL SPRINKLER SAMPLE, WHICHEVER IS GREATER. WHEN ONE SPRINKLER WITHIN A REPRESENTATIVE SAMPLE FAILS TO MEET THE TEST REQUIREMENT, ALL SPRINKLERS WITHIN THE AREA REPRESENTED BY THAT SAMPLE SHALL BE REPLACED. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239,357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road - Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 P'ER 111 AA Englewood, CO 80111 ENGINEERING P:303.773.0436 F:303.773.0053 2015 ALDEN ROAD ORLAIDO, FLORIDA 32803 "M xq'216 tCAltt ; FAX Mp 41t 1tt4 http://www.pefficLcom E—Ma 0.0m JOB * 16316 Copyight — All loses, designs, methods and plme indlaated or ryrasented by thla drawing are owned by and the property of Peninsula Engineering, Inc. and .ere vested, evolved and deve4M far use on and In connectlon .ith the spe-'l`d proJ.L Nona of the Ideas, designy---gemenfs, methods or plane shall be used by or dlsdosed to any Pere., tine ar cuporatbn for any purpose whatsoever .Ithout the wrttten pennlssloo of Penlnsula Engio-i,g, Inc, REVISIONS: ENGINEER: OF RECORD: No rn • ,�` �' CAA. ;' l , Jose' A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR - RENOVATION PLAN PHASE 6 - FIRE PROTECTION FIRST FLOOR - RENOVATION PLAN - PHASE 6 - FIRE PROTECTION PROJECT NORTH TRUE NORTH 1FP4ml6 0 2016 Shjdior studio '0 .a r r, GENERAL FIRE ALARM NOTES: 1. CONTRACTOR SHALL PROVIDE ONE OF THE FOLLOWING IF REQUESTED BY THE AUTHORITY HAVING JURISDICTION UNDER RENOVATION AREAS: PERSONNEL FOR FIRE WATCHES AS PER BY NFPA 101 AND MAINTAIN FIRE WATCH LOGS OR TEMPORARY SMOKE DETECTOR PROTECTION. DETECTORS SHALL BE COVERED DURING WORKING HOURS TO PREVENT DUST, DEBRIS, ETC. DAMAGING THE DEVICE AND TO PREVENT FALSE ALARMS. COVERS SHALL BE REMOVED AFTER WORKING HOURS. 2. FIRE PROTECTION CONTRACTOR SHALL PERFORM SPRINKLER HEAD TESTING AS PER NFPA 25 (2011 EDITION) 5.3 TESTING: SPRINKLERS MANUFACTURED USING FAST RESPONSE ELEMENTS THAT HAVE BEEN IN SERVICE FOR 20 YEARS SHALL BE REPLACED OR REPRESENTATIVE SAMPLES SHALL BE TESTED AND THEN RETESTED AT 10 YEAR INTERVALS. SAMPLE SPRINKLERS SHALL BE SUBMITTED TO A RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITY HAVING JURISDICTION FOR FIELD SERVICE TESTING. SPRINKLERS FOR TESTING SHALL CONSIST OF A MINIMUM OF NOT LESS THAN FOUR SPRINKLERS OR 1 PERCENT OF THE NUMBER OF SPRINKLERS PER INDIVIDUAL SPRINKLER SAMPLE, WHICHEVER IS GREATER. WHEN ONE SPRINKLER WITHIN A REPRESENTATIVE SAMPLE FAILS TO MEET THE TEST REQUIREMENT, ALL SPRINKLERS WITHIN THE AREA REPRESENTED BY THAT SAMPLE SHALL BE REPLACED. KEY PLAN (N.T.S.): California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 P:239,357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 AU" ROAD ORLANDO. FLyORIDDA 32903 Y� IQ7 2K11m ;FAX �072�61Kt http://www.poMcLoom E—Mol to pe Ma com JOB 0: 15316 Copyr101 NI IAecy, deulgne, methods and plan, Incho"d or rToue t d by ttde 6orhg are o-od by and lhn property of Peninsula Enginearing, Inc and were created, evolved and developed for uee on and In connection with the epecllled project. None of the Neon. designs. wongements. methode or plane AMU be used by ar dlecloeed to any person, firm or corporation for any purpose whatsoever •ithout the written permission of Peninsula Fngireerinq, Inc. a gr REVISIONS: ENGINEER OF RECORD: v ' Atp 4y D b �?, .er ! a v NAN ss Gp / l Jose A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR - RENOVATION PLAN PHASE 7 - FIRE PROTECTION FIRST FLOOR - RENOVATION PLAN - PHASE 7 - FIRE PROTECTION PROJECT NORTH TRUE NORTH 1 11//� FP4ml7 1 /8" = 1 '-0" (D © 2016 Studio+ V ELECTRICAL SPECIFICATIONS: GENERAL PROVISIONS A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND B. DIVISION 260519 CONDUCTORS: FEEDER AND BRANCH CIRCUIT CONDUCTORS PROPERLY OPERATING ELECTRICAL SYSTEM. INCLUDE NECESSARY FEES AND SHALL BE (#12 UNLESS OTHERWISE NOTED) THWN COPPER. NO ALUMINUM SHALL PERMITS WITHIN BASE BID. BE PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE. INSTALL ALL WIRING IN B. CODES AND STANDARDS CONDUIT OR APPROVED RACEWAYS UNLESS OTHERWISE INDICATED. PROVIDE 1. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL GOVERNING #10AWG FOR BRANCH CIRCUITS OVER 100 FEET IN LENGTH TO ACCOUNT FOR AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS WHICH VOLTAGE DROP. PROVIDE #10 GROUND TO CORRESPOND. ALL BRANCH GOVERN THE WORK. CIRCUITS SHALL CARRY A GROUNDING EQUIPMENT CONDUCTOR, AND BE WIRED 2. THE APPLICABLE GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES WITH COLOR- CODED WIRE WITH THE SAME COLOR USED FOR A PHASE AND REGULATIONS SHALL CONSIST BASICALLY OF, BUT NOT LIMITED TO, THE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOWS: FOLLOWING (LATEST EDITIONS): 120/240 VOLT 10: PHASE A - BLACK: PHASE B - RED; 3. NFPA-1 UNIFORM FIRE CODE, 2012 NEUTRAL -WHITE; GROUND - GREEN. 4. CHAPTER 59A-3, 2010 FLORIDA ADMINISTRATIVE CODE 120/208 VOLT 30: PHASE A - BLACK: PHASE B - RED; PHASE C - BLUE; 5. 69A-53, F.A.C., STATE FIRE PREVENTION CODE 5TH EDITION. NEUTRAL - WHITE; GROUND - GREEN. 6. NFPA-70-2011, NATIONAL ELECTRICAL CODE. 277/480 VOLT 30: PHASE A - BROWN; PHASE B - ORANGE; PHASE C - 7. NFPA-72-2010, NATIONAL FIRE ALARM CODE. YELLOW; NEUTRAL - LIGHT GREY, GROUND - GREEN. 8. NFPA-99-2012, STANDARD FOR HEALTH CARE FACILITIES A DEDICATED NEUTRAL CONDUCTOR SHALL BE INSTALLED FOR ALL CIRCUITS 9. NFPA-101 (2012), LIFE SAFETY CODE W/FLORIDA AMENDMENTS. DEDICATED OR NOT. NO SHARING OF THE NEUTRAL SHALL BE PERMITTED. 10. NFPA-110 (2010), STANDARD FOR EMERGENCY AND STANDBY POWER C. FINAL CONNECTIONS TO MOTORS OR EQUIPMENT SUBJECT TO VIBRATION SHALL SYSTEMS. BE MADE UP WITH GREENFIELD IN DRY LOCATIONS AND WITH JACKETED, 11. NFPA 241 (2009), STANDARD FOR SAFEGUARDING BUILDING CONSTRUCTION LIQUID- TIGHT, FLEXIBLE, GALVANIZED STEEL CONDUIT IN WET OR DAMP AND DEMOLITION OPERATIONS. LOCATIONS. LOCATE ALL DEVICES AND EQUIPMENT WHERE SHOWN ON 12. CHAPTER 395, FLORIDA STATUTES DRAWINGS. ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE FROM FINISHED 13. CHAPTER 780, LIGHTNING PROTECTION CODE (2011). FLOOR TO THE CENTER OF THE DEVICE UNLESS OTHERWISE INDICATED. 14. FLORIDA FIRE PREVENTION CODE 5TH EDITION AND THE CURRENT ADOPTED STANDARD MOUNTING HEIGHTS ARE AS FOLLOWS: CODES AND STANDARDS BY THE STATE OF FLORIDA. DIVISION 262226 DEVICES HEIGHT AFF AT DEVICE CENTER (NOTE 1) 15. 2010 GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTHCARE FACILITIES. 1. ELECTRICAL OUTLETS 18" 16. FLORIDA BUILDING CODE 5TH EDITION (2014) CHAPTER 449. 2. ELECTRICAL OUTLETS ABOVE COUNTER 42" 17. FLORIDA AMERICANS WITH DISABILITIES, 2007 AS DESCRIBED IN ACCESSIBILITY 3. TELEPHONE 18" REQUIREMENTS MANUAL., DEPARTMENT OF COMMUNITY AFFAIRS. 4. WALL TELEPHONE 54" 18. LATEST EDITION OF ALL OTHER NFPA ARTICLES NOT LISTED, AS ADOPTED BY 5. LIGHT SWITCHES ON THE STATE FIRE MARSHALL. 6. THERMOSTATS SEE MECH SPECS 19. REQUIREMENTS OF THE FLORIDA BUILDING CODE 5TH EDITION (2014). 7, FIRE ALARM DEVICES 80" TO BOTTOM OF GLASS/& PER LATEST 20. AMERICANS WITH DISABILITY ACT, JANUARY 26, 1992. ADA REGULATIONS 21. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL ANSI STANDARDS 8. DISCONNECT SWITCHES 60" TO TOP ADOPTED BY THE GOVERNING AUTHORITY. THIS INCLUDES BUT IS NOT LIMITED TO SPECIAL REQUIREMENTS FOR FIRE ALARM, ELEVATORS AND HANDICAP 9. PANELBOARDS 72" TO TOP PERSONS. 10. EXIT SIGNS AS NECESSARY 22. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL 11. SPECIAL DEVICES AS NECESSARY APPLICABLE GOVERNING AUTHORITIES, LAWS, ORDINANCES, CODES, RULES, NOTE 1: IN SPACES SUCH AS, BUT NOT LIMITED TO DENTAL LABS, MEDICAL REGULATIONS AND STANDARDS. WHERE DISCREPANCIES OCCUR, NOTIFY THE LABS, SCHOOL LABS, CHIP PLANTS, ETC. WHERE VENDORS ARE ARCHITECT/ENGINEER, IN WRITING, AND ASK FOR INTERPRETATION A MINIMUM SUPPLYING MILLWORK THE ABOVE REFERENCED HEIGHTS ARE NOT OF TEN DAYS PRIOR TO THE BID OF THE CONTRACT DOCUMENTS. SUBMISSION APPLICABLE. REFER TO THE MILLWORK ELEVATION PLANS TO OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR DETERMINE AN APPROPRIATE MOUNTING HEIGHT. SHALL MEET THIS INTENT. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED D. DIVISION 262816 DISCONNECT SWITCHES: HEAVY DUTY, FUSED OR NON -FUSED FOR WORK REQUIRED FROM INTERPRETATIONS OF DISCREPANCIES AFTER THE AS CALLED FOR ON PLAN DRAWINGS. PROVIDE SOLID NEUTRAL CONNECTION BID WHERE REQUIRED. USE NEMA-1 INDOORS AND NEMA-3R OUTDOORS. ALL 23. REQUIREMENT OF THE CITY OF ZEPHYRHILLS DISCONNECT SWITCHES SHALL BE PROVIDED WITH GROUND KIT. C. PERMITS AND INSPECTIONS: OBTAIN AND MAKE ALL PAYMENTS FOR PERMITS E. PROVIDE PANELBOARDS OF THE DEAD FRONT TYPE, NO LESS THAN 20 INCHES AND INSPECTIONS REQUIRED. AT THE COMPLETION OF THE PROJECT AND WIDE AND 5 3/4 INCHES DEEP WITH QUANTITY OF BRANCH CIRCUITS/CIRCUIT BEFORE FINAL ACCEPTANCE OF THE ELECTRICAL WORK, PROVIDE EVIDENCE OF BREAKERS AS INDICATED ON THE PANELBOARD SCHEDULE WITH THE VOLTAGE. FINAL INSPECTION AND APPROVAL BY THE AUTHORITIES HAVING JURISDICTION. PHASE AND AMPERE RATING AS REQUIRED. ALL PANELBOARDS SHALL HAVE D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO PHASE SEQUENCE CIRCUITS AND BOLT -ON CIRCUIT BREAKERS. MAIN BREAKERS CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO SHALL BE MOLDED CASE. CIRCUIT BREAKERS FEEDING HVAC LOADS SHALL COMPLY WITH EXISTING CONDITIONS. BE HACR TYPE. TYPEWRITTEN PANEL DIRECTORIES SHALL BE PROVIDED AT E. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE COMPLETION OF THE PROJECT. MANNER. F. ELECTRICAL CONTRACTOR SHALL REVIEW ONE LINE POWER RISER DIAGRAM IN F. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, CONJUNCTION WITH SWITCHGEAR MANUFACTURER REPRESENTATIVE TO CROSS DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT REFERENCE POWER RISER WITH PANEL SCHEDULES AND VERIFY VOLTAGES, NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES AMPS, LUGS SIZES/ NUMBER AND CABINETS DIMENSIONS PRIOR TO SUBMITTING WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE A BID. INSTALLATION IS NOT ACCEPTABLE. G. EXERCISE CARE IN CONNECTING THE VARIOUS ELECTRICAL LOADS TO THE G. ELECTRICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL, MECHANICAL PANELS IN ORDER TO ARRIVE AT A REASONABLE BALANCE BETWEEN LOADS IN PLUMBING AND FIRE PROTECTION DRAWINGS FOR ESTIMATING AND EACH PHASE AT EACH PANEL MAKE TESTS AND ADJUST LOADS AT EACH CONSTRUCTION OF THIS PROJECT. SUBMISSION OF A PROPOSAL SHALL BE PANEL TO RESULT IN REASONABLY BALANCED LOAD CONDITION. SATISFACTORY CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND TO THE UTILITY COMPANY. ENGINEER, OWNER AND INSPECTION AGENCIES LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR DOCUMENT ALL SAID LOAD ADJUSTMENTS. CONNECTING AND ENERGIZING EQUIPMENT SHOWN ON THOSE DRAWINGS WILL H. MANUFACTURERS: BASE OF DESIGN IS SQUARE D. NOT BE RECOGNIZED. I. MATERIALS SHALL BE NEW AND UNUSED AND THE CATALOGUED PRODUCTS OF ELECTRICAL CONTRACTOR SHALL COMMUNICATE DISCREPANCIES TO ENGINEER MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH PRIOR TO SUBMITTING A BID. MATERIALS. THE MATERIALS SHALL BE OF THE MANUFACTURER'S LATEST H. PROVIDE TEMPORARY POWER AND LIGHTING. INCLUDE PERMITS AND UTILITY STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATION REQUIREMENTS. COMPANY FEES FOR TEMPORARY SERVICES WITHIN BASE BID. J. DIVISION 265119 LIGHTING FIXTURES SHALL BE AS SHOWN ON THE DRAWING AND I. CONTRACTOR SHALL SCHEDULE ALL DOWN -TIME WITH THE OWNER PRIOR TO SHALL BE FURNISHED WITH LAMPS INSTALLED. CLEAN, RELAMP AND REFURBISH BEGINNING THE WORK. PREMIUM/OVERTIME RATES MAY BE REQUIRED AND AS REQUIRED FOR LIGHT FIXTURES THAT ARE ETR OR NL. MUST BE INCLUDED IN BASE BID. K. DIVISION 260526 ALL GROUNDING SHALL CONFORM TO ARTICLE 250 OF THE NEC J. CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN REQUIREMENTS. IN ADDITION THERETO AS IMPOSED BY THE DRAWINGS AND THE CONFLICTS ARISE WITHIN CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL LOCAL CODE ENFORCEMENT AUTHORITIES HAVING JURISDICTION. NOTIFY ENGINEER PRIOR TO SUBMITTING A BID. SUBMISSION OF A BID SHALL WHEN THE WATER MAIN METAL PIPE IS USED AS A SUPPLEMENTAL ELECTRODE, INDICATE THAT CONTRACTOR THOROUGHLY REVIEWED CONSTRUCTION CONNECTION SHALL BE MADE WITHIN 5 FT. OF POINT OF ENTRANCE OF PIPE DOCUMENTS. INTO THE BUILDING. CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALL K. WHEN ENGINEER IS NOT AVAILABLE, OR TIME DOES NOT PERMIT, CONTRACTOR BE MADE BY MEANS OF EXOTHERMIC WELD. SHALL INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE L FIREPROOF ALL OPENINGS ON FIRE RATED WALLS BY AN UL APPROVED BID. SYSTEM. L. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND M. PROVIDE 4" SQUARE BOX AND 1" CONDUIT STUB -UP TO ACCESSIBLE TELECOMMUNICATION COMPANY FOR LOCATIONS AND REQUIREMENTS PRIOR TO CEILING FOR TELEPHONE, TV AND DATA OUTLETS. PROVIDE INSULATING COMMENCEMENT OF WORK. BUSHINGS AT BOTH ENDS AND PULL STRING. M. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING N. SUBMITTALS: SUBMIT ELECTRONIC SUBMITTALS VIA E-MAIL FORMATTED AS PDF MANUFACTURERS, SUB CONTRACTORS, VENDORS, AND SUPPLIERS, WITH A FILE. COPY OF THESE SPECIFICATIONS. 0. CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED N. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE USING AN UL APPROVED SYSTEM. REFER TO ARCHITECTURAL FLOOR PLAN FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FOR LOCATION OF FIRE RATED PARTITIONS. PROVIDE ACOUSTICAL FOAM FINAL ACCEPTANCE AND PROPERLY CORRECT LATENT DEFECTS ARISING WITHIN SEALANT AT ALL DEVICES ON DEMISING PARTITIONS. IF PARTITION IS FIRE THIS PERIOD UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE WITHOUT RATED, PROVIDE FIREPROOF COMPOUND ON BACK AND SIDES OF THE BOX. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK TO ADDITIONAL COMPENSATION. BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. 0. DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM ELECTRICAL WHERE WALLS AND PARTITIONS ARE REQUIRED TO HAVE A MINIMUM OF CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK, LEAVE THE 1-HOUR FIRE -RESISTANCE RATING, BOXES SHALL BE SEPARATED BY A PREMISES "BROOM CLEAN" INSOFAR AS AFFECTED BY ELECTRICAL WORK. MINIMUM HORIZONTAL DISTANCE OF 24 INCHES OR PROTECTED WITH UL P. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS LISTED PUTTY PADS. AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED P. CABLES NOT ENCLOSED IN CONDUITS WITHIN CEILING SPACES SHALL BE AIR STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PLENUM RETURN FIRE RATED AND MEET THE REQUIREMENTS OF SECTION 602 WRITTEN APPROVAL OF THE ENGINEER AT LEAST 10 DAYS PRIOR TO BID DATE. OF F.M.C. Q. ALL EMERGENCY EGRESS LIGHTING SHALL BE HARDPIPED. NO EXCEPTIONS. NO Q. PROVIDE DISK FILE ON CAD 2013 RELEASE WITH "AS BUILT" ELECTRICAL FLEXIBLE CONDUIT OR WHIPS IS ALLOWED. DRAWINGS AT THE COMPLETION OF THE PROJECT. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECT THE INSTALLATION, R. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE OPERATION, PERFORMANCE, QUALITY OR LONGEVITY OF THE ELECTRICAL MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT SYSTEMS AS DEFINED HEREIN, SHALL BE REPLACED BY THE ELECTRICAL DOCUMENTS. CONTRACTOR WITH NO ADDITIONAL COST TO THE CLIENT, IN ADDITION, S. ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS FOR ELECTRICAL CONTRACTOR SHALL PROVIDE THE ENGINEERING WITH PHOTOMETRIC DEVICES EXACT LOCATIONS, MOUNTING HEIGHTS AND QUANTITIES PRIOR TO BID FLOOR PLANS FOR ANY LIGHTING FIXTURES CHANGES FOR APPROVAL AT AND PRIOR TO ROUGH -IN. NOTIFY THE ENGINEER IMMEDIATELY IF ANY LEAST 10 DAYS PRIOR TO BID DATE. DISCREPANCIES ARE FOUND. BASIC MATERIALS AND METHODS T. FINAL QUANTITY OF EXIT AND EMERGENCY LIGHTS TO BE DETERMINED BY FIRE A. DIVISION 260533 RACEWAYS AND FITTINGS: ALL RACEWAYS AND FITTINGS MARSHALL. INCLUDE CONTINGENCY FOR 2 ADDITIONAL EXIT LIGHTS AND 2 SHALL BE GALVANIZED RIGID STEEL OR INTERMEDIATE METAL CONDUIT WITH ADDITIONAL EMERGENCY. LOCKNUTS AND BUSHINGS, WITH THE EXCEPTION THAT WHERE SPECIFICALLY U. PROVIDE SWITCHBOARDS WITH THE VOLTAGE AND AMPERE RATINGS FOR THE ALLOWED BY THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. MAIN BREAKER, THE MAIN BUS AND THE FEEDER BREAKERS AS INDICATED ON ELECTRICAL METALLIC TUBING (E.M.T) MAY BE USED FOR ALL INTERIOR THE ONE -LINE POWER RISER DIAGRAM. EXPOSED AND CONCEALED WORK WHERE IT IS NOT SUBJECT TO PHYSICAL 1. BUS BARS OF SILVER-PLATED COPPER OR TIN-PLATED ALUMINUM. DAMAGE OR CORROSION. FITTINGS SHALL BE STEEL SET SCREW TYPE. NO PVC, 2. MOLDED CASE BREAKERS FOR THE MAIN AND FEEDERS. BX OR MC CABLE ALLOWED. INSTALL EXPANSION FITTINGS IN RACEWAYS 3. BUS BARS OF SILVER-PLATED COPPER OR TIN-PLATED ALUMINUM. EVERY 200' LINEAR RUN OR WHEREVER STRUCTURAL EXPANSION JOINTS ARE 4. PROVISIONS FOR PAD LOCKING THE CIRCUIT BREAKER HANDLES ON CROSSED. THE "ON" AND "OFF" POSITION. Al. FOR MEDICAL., DENTAL AND SIMILAR OFFICES AS DEFINED NEC 5. PROVIDE RUBBER INSULATION FLOOR MAT IN FRONT OF SWITCHBOARD ARTICLE 517 NO NON-METALIC RACEWAYS SHALL BE USED ANYWHERE FOR ENTIRE LENGTH OF CENTER AND 4 FEET WIDE. AND ONLY MC CABLE LISTED FOR HEALTHCARE USE MAY BE USED FOR V. SWITCHBOARDS, MOTOR CONTROL CENTERS AND TRANSFORMERS SHALL BE NORMAL POWER RECEPTACLE CIRCUITS, FIXED EQUIPMENT CIRCUITS, MOUNTED ON 4" THICK CONCRETE HOUSEKEEPING PADS. HOUSEKEEPING PADS SWITCH LEGS AND LIGHT FIXTURE WHIPS. SHALL EXTEND AT LEAST 2" BEYOND ALL SIDES, FRONT AND BACK OF THE EQUIPMENT EXCEPT WHERE EQUIP. EXTENDS TO WALLS. EXTENSIONS BEYOND SIDES OF THE EQUIPMENT SHALL BE BEVELED. W. ELECTRICAL CONTRACTOR MAY COMBINE CIRCUITS IN A COMMON RACEWAY AS LONG AS CONDUCTORS ARE DERATED AS PER NEC. SHARED NEUTRAL SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED. X. ELECTRICAL CONTRACTOR SHALL INCLUDE TRENCHING AND BACKFILLING, CORE DRILLING, CUTTING AND PATCHING FOR THE INSTALLATION OF HIS/HER WORK WITHIN BASE BID. Y. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR TO FINAL ACCEPTANCE. Z. SERVICE LATERALS THAT ARE NOT ENCASED IN CONCRETE AND THAT ARE BURIED 18 IN. (457 MM) OR MORE BELOW GRADE SHALL HAVE THEIR LOCATION IDENTIFIED BY A WARNING RIBBON THAT IS PLACED IN THE TRENCH AT LEAST 12 IN. (305 MM) ABOVE THE UNDERGROUND INSTALLATION. AA. REVIEW AND COORDINATE WITH MECHANICAL DRAWINGS FOR EQUIPMENT, CONDUIT, DEVICES, ETC., REQUIRED FOR A COMPLETE AND OPERATING HVAC SYSTEM. BB. DIVISION 262726 PROVIDE BACK BOXES AND RACEWAY FOR DOOR ACCESS CARD READERS AND ELECTRIC STRIKES AS PER SECURITY CONTRACTOR DIRECTIONS. PROVIDE 120VAC TO EACH ELECTRIC STRIKE DOOR LOCATION AND TO ACCESS CONTROL SYSTEM PANEL ACCESS CONTROL SYSTEM MUST DEACTIVATE OR OPEN ANY DOOR LOCKING MECHANISM AND REMAIN IN FAIL SAFE POSITION WHENEVER FIRE ALARM SYSTEM IS ACTIVATED OR BUILDING POWER FAILS. PROVIDE "PUSH -TO -EXIT" PUSHBUTTON AND MOTION DETECTOR AT EACH ACCESS DOOR LOCATION. INTERLOCK WITH FIRE ALARM SYSTEM. CC. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. DD. ELECTRICAL CONTRACTOR SHALL FILL UTILITY SERVICE INFORMATION FORMS AND BUILDING DEPARTMENT ELECTRICAL PERMIT FORMS. EE. PROVIDE AND INSTALL PHASE LOSS PROTECTORS WITH AUTO RESET FOR ALL 10 AND 30 EQUIPMENT SHOWN ON MECHANICAL PLANS THAT HAVE AT LEAST 2 HOT CONDUCTORS. SEE DIAGRAMS, THIS SHEET. FF. DIVISION 260533 ALL UNDERGROUND CONDUITS SHALL BE PROVIDED WITH PULL STRING AND BOTH ENDS SHALL BE PROPERLY IDENTIFIED AND MARKED. PROVIDE CAPS TO AVOID MATERIAL INTRUSION. WHERE AN UNDERGROUND RACEWAY ENTERS A BUILDING OR STRUCTURE, IT SHALL BE SEALED AS PER NEC ARTICLES 230.8 AND 300.5(G). CONDUITS STUB -UPS WITHIN BUILDING SHALL BE MADE WITH GALVANIZED RIGID CONDUIT. NO NON-METALLIC RACEWAY ALLOWED WITHIN BUILDING (ASSEMBLY OCCUPANCY, NEC ARTICLE 518). GG. THE CEILING SPACE OF THIS PROJECT IS A RETURN AIR PLENUM. ALL MATERIALS IN THIS AREA MUST BE PLENUM RATED AND MEET THE REQUIREMENTS OF SECTION 602 OF THE F.M.C. HH. DIVISION 262923 COORDINATE WITH MECHANICAL CONTRACTOR FOR INSTALLATION OF MOTOR STARTERS AND VFD'S FURNISHED BY MECHANICAL II. PRIOR TO TRENCHING IN ANY AREA, THE CONTRACTOR SHALL CONTACT ELECTRICAL COMMUNICATION/DATA, CABLE TV, GAS, STORM, CHILL WATER, SANITARY AND WATER UTILITY PROVIDERS. HAVE ALL THE UTILITIES IN THE AREA IDENTIFIED. IN ADDITION, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A SUBCONTRACTOR SPECIALIZING IN THE LOCATION OF UNDERGROUND STRUCTURES, MEMBRANES, ETC. TO IDENTIFIED ANY OBSTACLES IN THE PATH OF TRENCHING PRIOR TO COMMENCING WORK. DAMAGE TO ANY UNDERGROUND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. JJ. ELECTRICAL CONTRACTOR SHALL INSTRUCT OWNER REPRESENTATIVE REGARDING EQUIPMENT OPERATION AND MAINTENANCE AT COMPLETION OF WORK. PROVIDE OWNER WITH ALL MANUALS PERTAINING TO THE PROJECT. KK. LOW VOLTAGE CABLES FOR SECURITY SYSTEM, AV SYSTEM, TELEPHONE SYSTEM AND DATA SYSTEM ARE NOT PART OF THIS ENGINEER'S SCOPE OF WORK. LL MINIMUM EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 1 1 /2 HOURS IN THE EVENT OF FAILURE OR NORMAL LIGHTING, WITHIN THE WORK AREAS. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (10 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL MM. REVIEW AND COORDINATE WITH MECHANICAL DRAWINGS FOR EQUIPMENT, CONDUIT, DEVICES, ETC. REQUIRED FOR A COMPLETE AND OPERATING HVAC SYSTEM. LOW VOLTAGE CONTROL WIRING FURNISHED AND INSTALLED BY MECHANICAL CHECK ALL MOTORS AND ROTATING EQUIPMENT FOR PROPER ROTATION. NN. DIVISION 264113 PROVIDE LIGHTNING PROTECTION TO ALL ROOF MOUNTED EQUIPMENT PROVIDED WITHIN THIS SCOPE OF WORK. INTERCONNECT TO EXISTING LIGHTNING PROTECTION SYSTEM. ELECTRICAL SYMBOL LEGEND NOTES: 1. DIVISION 262726 AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDED FOR ALL DEVICES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. 2. A DEDICATED NEUTRAL CONDUCTOR SHALL BE INSTALLED FOR ALL CIRCUITS DEDICATED OR NOT. NO SHARING OF THE NEUTRAL SHALL BE PERMITTED. 3. DIVISION 262726 SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE 20A MINIMUM. ALL RECEPTACLES IN PATIENT CARE AREAS SHALL BE HOSPITAL GRADE 20A MINIMUM UNLESS OTHERWISE NOTED. ALL NORMAL DEVICES TO BE IVORY (COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER) AND ALL CRITICAL DEVICES TO BE RED. 4. ELECTRICAL CONTRACTOR MAY COMBINE SAME CIRCUIT TYPES IN A COMMON RACEWAY AS LONG AS CONDUCTORS ARE DERATED AS PER NEC. SHARED NEUTRALS SHALL NOT BE ALLOWED. A DEDICATED NEUTRAL SHALL BE PROVIDED FOR EACH CIRCUIT PER 2011 NEC. 5. COORDINATE ALL LOCATIONS, HEIGHTS AND COLORS WITH ARCHITECTURAL DRAWINGS/DIAGRAMS PRIOR TO ROUGH IN. 6. DIVISION 260553 ALL NEW AND EXISTING COVER PLATES IN THE PROJECT AREA SHALL BE ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. METAL PLATES SHALL BE RED LETTERING FOR CRITICAL CIRCUITS AND BLACK LETTERING FOR NORMAL CIRCUITS. PHENOLIC PLATES SHALL BE A RED PLATE WITH WHITE LETTERING FOR CRITICAL CIRCUITS AND IVORY/WHITE/MATCH EXISTING PLATES WITH BLACK LETTERING FOR NORMAL CIRCUITS. 7. PROVIDE A PULL STRING IN ALL EMPTY CONDUITS. 8. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. 9. JUNCTION BOXES SHALL NOT BE MOUNTED TO THE PARTITION TOP PLATE. 10. DIVISION 262726 SECTION 406.9 OF THE 2011 NEC CODE MANDATES ALL NON -LOCKING 15A AND 20A RECEPTACLES IN DAMP OR WET LOCATIONS SHOULD BE LISTED WEATHER RESISTANT. 11. PROVIDE ACOUSTICAL FOAM AND SEALANT AT ALL DEVICES ON DEMISING PARTITIONS. IF PARTITION IS ARE RATED, BOXES ARE TO NOT EXCEED 16 SQUARE INCHES, THE OPENING THROUGH THE PARTITION IS TO NOT EXCEED DOES NOT EXCEED 100 SQUARE INCHES AND HAVE THE SAME RATING AS THE WALL AS PER FBC 714.3.2 EXCEPTION 1. PROVIDE FIREPROOF COMPOUND ON BACK AND SIDES OF THE BOX OR 5 SIDED WITH APPROVED MATERIAL AS REQUIRED. IF 5 SIDED BOXES OR SPECIALTY DETAILS ARE REQUIRED, THEN COORDINATE WITH ARCHITECT PRIOR TO ROUGH -IN. 12. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. WHERE WALLS AND PARTITIONS ARE REQUIRED TO HAVE A MINIMUM OF 1-HOUR FIRE -RESISTANCE RATING, BOXES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24" INCHES AS PER FBC 714.3.2 EXCEPTION 1.1, OR PROTECTED WITH UL LISTED PUTTY PADS. IF SPECIALTY DETAILS ARE REQUIRED, THEN COORDINATE WITH ARCHITECT PRIOR TO ROUGH -IN. 13. THE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT MOUNTING AND INSTALLATION REQUIREMENTS FOR PAY TELEPHONE OUTLET. 14. THE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT MOUNTING OF RECEPTACLES SERVING ELECTRIC WATER COOLERS TO ENSURE THAT THE POWER CORD IS FULLY CONCEALED. 15. PROVIDE LABELS ON POWER POLES INDICATING PANEL AND CIRCUIT NUMBER. 16. WHEN PRICING FLOOR BOXES OF POKE-THRU DEVICES, ELECTRICAL CONTRACTOR SHALL INCLUDE X-RAY OF SLAB, CORE DRILLING, FIREPROOFING, AND PROTECTION OF FLOOR BELOW. 17. DIVISION 262726 PROVIDE 4" SQUARE BOX AND 1" CONDUIT STUB -UP TO ACCESSIBLE CEILING FOR TELEPHONE AND DATA OUTLETS. TERMINATE CONDUITS 6" ABOVE CEILING IN ACCESSIBLE SPACE WITH 90' BEND INSULATED BUSHINGS AND PULL STRING. COORDINATE WITH TENANTS DATA/TELEPHONE CONTRACTOR FOR FUR FURTHER ELECTRICAL AND RACEWAYS REQUIREMENTS. CABLING BY OTHERS. 18. DIVISION 262726 GROUNDING OF RECEPTACLES AND FIXED EQUIPMENT IN PATIENT CARE AREAS SHALL COMPLY WITH NEC ARTICLE 517,13 (A) AND (B). 19. RECEPTACLES LOCATED WITHIN THE EXAM ROOMS, BATHROOMS, PLAYROOMS, WAITING, ACTIVITY ROOMS AND PATIENT CARE AREAS OF PEDIATRIC WARDS AND CHILD CARE FACILITIES SHALL BE LISTED TAMPER RESISTANT. HOSPITAL SPECIAL REQUIREMENTS 1. NOTIFY HOSPITAL PROJECT COORDINATOR WHEN PROJECT IS TO COMMENCE & PROVIDE PROPOSED PROJECT SCHEDULE. 2. MEET WITH AND REVIEW PROGRESS OF CONSTRUCTION & AS -BUILT RECORD DRAWINGS WITH (& AT A FREQUENCY SET BY) HOSPITAL PROJECT COORDINATOR. 3. PROVIDE WRITTEN NOTIFICATION TO HOSPITAL PROJECT COORDINATOR OF TIMES & DATES FOR BUILDING INSPECTIONS OR REVIEW OF CONSTRUCTION BY AUTHORITIES HAVING JURISDICTION. 4. PROVIDE COMPLETED HOSPITAL ENGINEERING DEPARTMENT EQUIPMENT REGISTRATION FORMS FOR ADDITION, DELETION, RELOCATION OR PROVISION OF NEW ELECTRIC CIRCUITS, ELECTRICAL PANELS, VALVES OR OTHER EQUIPMENT. BLANK FORMS ARE AVAILABLE FROM HOSPITAL ENGINEERING DEPARTMENT. 5. COMPLY WITH HOSPITAL ENGINEERING DEPARTMENT STANDARDS FOR EQUIPMENT / POWER PANEL / SYSTEM PANEL / DISCONNECT NAMEPLATING, PIPE LABELING, & VALVE TAGGING. 6. MAKE CONNECTIONS TO EXISTING SYSTEMS AT APPROVED TIMES MINIMIZING DURATION OF INTERRUPTION TO EXISTING SERVICES. OBTAIN WRITTEN APPROVAL FOR TIME & DURATION OF A SCHEDULED SHUTDOWN FROM HOSPITAL ENGINEERING DEPARTMENT. 7. COMPLY WITH HOSPITAL POLICIES AND PROTOCOLS FOR CONSTRUCTION AND INFECTIOUS CONTROL COORDINATE WITH HOSPITAL. 8. HOSPITAL SHALL SUBMIT COPIES OF THEIR CONSTRUCTION STANDARDS AND INFECTIOUS CONTROL RISK ASSESSMENT TO AHCA FOR REVIEW. 9. FIRE ALARM AND SMOKE DETECTION SYSTEMS SHALL ALWAYS BE ACTIVE. HEADS MAY BE COVERED DURING HOURS OF CONSTRUCTION BUT THE COVERS SHALL BE REMOVED AT THE END DAY. IF THIS IS IMPOSSIBLE, THEN INSTALL A FIRE WATCH T1LL THESE SYSTEMS ARE ACTIVE. 10. IF THE FIRE ALARM OR SPRINKLER SYSTEMS IS OUT OF SERVICE FOR ANY EXTENDED PERIOD OF TIME (I.E. GREATER THAN FOUR HOURS) THEN A FIRE WATCH SHALL BE INSTALLED. SEE NFPA 101 ITEM 9.6.1.8 AND 9.7.6. 11. DOCUMENT THE TYPE OF FIREPROOFING METHOD BEING UTILIZED ON THE STRUCTURAL FRAME FOR THESE AREAS UNDER RENOVATION, (I.E. SELF PROTECTING, SPRAY -ON FIRE PROOFING, OR MEMBRANE). A. SELECT THE FIRE RATING FOR THE SPRAY -ON FIREPROOFING FOR TYPICAL UL ASSEMBLY (I.E. COLUMNS AND BEAMS) IN CASE PATCHING IS REQUIRED. B. IF A FIRE RATED MEMBRANE IS BEING EMPLOYED, DOCUMENT ITS UL LISTED ASSEMBLY. 12. NO ITEMS OR MATERIALS SHALL BE STORED IN THE EXIT DISCHARGE OR PATH TO THE PUBLIC WAY. 13. THE EXIT ACCESS CORRIDOR SHALL REMAIN OPEN AND ACCESSIBLE AT ALL TIMES. 14. ANY DAMAGE FOUND TO EXISTING WALLS, SHALL BE REPAIRED TO THEIR ORIGINAL ARE RESISTANT CONDITION. POLICY FOR PLANNED OUTAGES AND DISRUPTIONS PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACILITY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. EQUIPMENT NOTE: PANELS, CIRCUIT BREAKERS, FUSES, DISCONNECT SWITCHES, MOTOR/STARTERS AND ALL ELECTRICAL DEVICES AND EQUIPMENT SPECIFIED IN THESE PLANS ARE DESIGNED TO MEET THE FAULT CURRENT AND COORDINATION STUDIES COMPLETED BY PEI. ANY CHANGES FROM THE SPECIFIED EQUIPMENT COULD RESULT IN AN ELECTRICAL SYSTEM NOT MEETING ALL REQUIREMENTS ENFORCED BY NEC, AHCA AND OTHER JURISDICTIONS. CONTACT THE ENGINEER IF PROPOSED EQUIPMENT IS DIFFERENT THAN THAT SPECIFIED AS THIS COULD WARRANT AN ADDITIONAL COST TO THE CONTRACTOR FOR NEW FAULT CURRENT AND/OR COORDINATION STUDIES. PANEL BONDING: THE EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH CIRCUIT PANELBOARDS SERVING PATIENT ROOMS SHALL BE BONDED TOGETHER WITH AN INSULATED CONTINUOUS COPPER CONDUCTOR NOT SMALLER THAN #10. EXISTING SUBSCRIPT LEGENDS 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 JEE JUNCTION AND EXTEND EXISTING CIRCUIT THAT SERVED OLD DEVICE AND CONNECT TO NEW DEVICE, VERIFY EXISTING CONDUIT, WIRE AND RELATED MATERIALS MEET EXISTING NEC REQUIREMENTS. MAINTAIN CIRCUIT CONTINUITY. PROVIDE A NEW J-BOX (SIZE PER NEC), CONDUIT AND WIRE AS REQUIRED. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVER PLATE. ADDITIONAL SPECIFICA11ONS FOR THIS PROJECT ARE IN BOOK FORM BE SURE TO ASK FOR A COPY OF THESE BOOK SPECIFICATIONS BEFORE BIDDING/STARTING PROJECT ELECTRICAL SYMBOL LEGEND: NOTE: NOT ALL SYMBOLS USED IN THIS PROJECT 2x4 AND 2x2 RECESSED FLUORESCENT LIGHT FIXTURE TO NORMAL CIRCUIT 0 FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT ®® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT ® FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT N ® FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CIRCUIT STRIP FLUORESCENT LIGHT FIXTURE - CEILING, WALL MOUNTED O (2 INCANDESCENT, HID OR COMPACT FLUORESCENT FIXTURE - CEILING MOUNTED, WALL MOUNTED er-0 SITE LIGHTING FIXTURE ® EXIT SIGN FIXTURE, SHADED QUADRANT INDICATES FACE, WITH ARROWS AS SHOWN ON PLAN - CEILING MOUNTED, WALL MOUNTED EMERGENCY LIGHTING FIXTURE $ $2 $3 $4 1-POLE, 2-POLE, 3-WAY, 4-WAY SWITCH ® MOTION SENSOR LIGHT SWITCH ® ® OCCUPANCY SENSORS. REFER TO LIGHTING PLAN ® POWER PACK. REFER TO LIGHTING PLAN $K KEYSWITCH 0 03 04 INCANDESCENT DIMMER SWITCH, 1-POLE, 3-WAY, 4-WAY SWITCH $M $MP $wP MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; "P" INDICATES PILOT LIGHT; WP INDICATES WEATHERPROOF 0000 DUPLEX RECEPTACLE AT 18"/AS NOTED, ABOVE COUNTER AT C G 42"/AS NOTED, CEILING MOUNTED, GROUND FAULT TYPE, ISOLATED GROUND 0 00 TYPE, WEATHERPROOF TYPE,(REFER TO NOTE 10 BELOW) SIMPLEX (AS NOTED) WP (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18"/AS NOTED, ABOVE COUNTER AT 42"/AS NOTED x 1-POLE, 3-WAY, 4-WAY SWITCH, DIMMER CONNECTED TO CRITICAL CIRCUIT (RED DEVICE) RECEPTACLEDUPLEX 42""/AS NOTEDCONNECTED DEVICE) CRITICAL 8NOTED, ABOVE COUNTER AT CIRCUIT (2) DUPLEX RECEPTACLE (RED DEVICES) IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18"/AS NOTED, ABOVE COUNTER AT 42"/AS NOTED CONNECTED TO CRITICAL CIRCUIT ®O 0 SPECIAL MOUNTED RECEPTACLE AS NOTED, PUSHBUTTON AS NOTED, TELE-POWER POLE FINAL CONNECTION TO EQUIPMENT ❑J QJ `Q��T JUNCTION BOXES, MOTOR, TRANSFORMER FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER OR ®I ® CONTACTOR, COMBINATION STARTER/DISCONNECT, ENCLOSED CIRCUIT BREAKER 120/208 OR 120/240V PANELBOARD 277/480V PANELBOARD o SYSTEMS CABINET- FLUSH MOUNTED, SURFACE MOUNTED (AS NOTED) ® TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM RACEWAY CONNECTION TO GROUND W P TELEPHONE OUTLET AT 18", WALL TELEPHONE OUTLET AT 54", ABOVE COUNTER, VVTV PAY TELEPHONE OUTLET. PROVIDE 4" SQ. MASONRY (DEEP) BOX AND 1" CONDUIT (WITH INSULATING BUSHING) TO ACCESSIBLE CEILING COMPUTER OUTLET, COMPUTER OUTLET 48", PHONE/DATA PROVIDE 4" SQUARE $ 0 MASONRY BOX AND 1" CONDUIT (WITH INSULATING BUSHING) TO ACCESSIBLE CEILING ® TV OUTLET, PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT TO ACCESSIBLE CEILING. MOUNT 0 18" TO THE CENTER UNLESS OTHERWISE NOTED. 8 SMOKE DETECTOR, SMOKE DUCT DETECTOR WA WIRELESS ACCESS POINT QV VOLUME CONTROL QS SPEAKER Q HEAT DETECTOR DUCT/SMOKE DETECTOR REMOTE INDICATOR LIGHT W/KEYED TEST SWITCH ® SHUTDOWN RELAY, 24V DC ® LOCK BOX MANUAL PULL STATION, FLUSH D4 HORN AND STROBE LIGHT, FLUSH MOUNTED WALL/CEILING MOUNT STROBE ®I DOOR HOLDER ITC] 11MECLOCK 0 TAMPER SWITCH FS FLOW SWITCH CM ARE ALARM CONTROL MODULE "C" INDICATES CEILING MOUNTED GRAP GENERATOR REMOTE ANNUNCIATOR PANEL BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL SLASH MARKS INDICATE NUMBER OF CONDUCTORS, LONGER SLASH IS NEUTRAL (GROUND WIRE NOT SHOWN). 2 #12, 1 #12 GROUND IN A 3/4" CONDUIT MINIMUM (UNLESS OTHERWISE NOTED OR MARKED). QUANTITY OF ARROWS INDICATE QUANTITY OF HOMERUNS TO PANELBOARD. PROVIDE EQUIPMENT GROUNDING CONDUCTOR IN ALL BRANCH CIRCUITS. Ak -N BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND. -• • •PIT- • • • c B - c FAg: • ••• • r c tudmio+l California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357,4983 AA26002372 Peninsula Engineering, INC. MEP&FP Milk Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 zols ALM ROM 1aa ar>sa64 �u cam E-MoA to pa.00m JOB 0 16316 Coplrlyd - AN Idm deelp" methodo and pis" Indicated of rpreernted by this &a*" or owned by and the property of I'minwla Enginurt4 Inc. and were crated, "vol and dnwloped for un an and In connection with the s WW pro}ct None of the M m dWWm errmgwwte, methods or plane shall be and by or dledosed to any parson, fern or omparotionn for any purpose whatsaaer wbmt the written pennWlnn of peNneulo REVISIONS: G. SPA,..I"- Engineering. Mrs. %0 ENGINEE$'C4,Ji�'�r� r� No.64601 STATE OF ,, Ile �As,ON' t *.N� %%% Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SYMBOLS, LEGENDS, SPECIFICATIONS AND DETAILS - ELECTRICAL E0m01 0 2016 Studio+I FIRE ALARM: A. PROVIDE MODIFICATIONS/ADDITIONS TO THE EXISTING FIRE ALARM SYSTEM TO COMPLY WITH NFPA 101, NFPA 72, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, AND THE CITY OF ZEPHYRHILLS REQUIREMENTS. B. CHIME/HORN/STROBE/SPEAKER TO MEET db AND CANDELA AS PER ADA AND NFPA-72 REQUIREMENTS. ACCEPT NO LESS THAN 75 CANDELA AND 82 DECIBEL REFER TO NFPA 72 TABLES 4.4.4.1.1., 4-4.4.1.1(0) AND 4-4.4.2.1. C. PROVIDE PROPER ANNUNCIATION AND COMPARTMENT IDENTIFICATION FOR THE ALARM DEVICES LOCATED IN EACH SMOKE COMPARTMENT. COORDINATE PROGRAMMING AND IDENTIFICATION WITH HOSPITAL ELECTRONICS DEPARTMENT. D. VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING FIRE ALARM SYSTEM. PROVIDE NECESSARY UPGRADES, ZONES, POWER EXPANDERS, AMPLIFIERS, ETC. IN BASE BID. E. FIRE ALARM CONTRACTOR SHALL REVIEW MECHANICAL DRAWINGS FOR DUCT SMOKE DETECTORS AND SMOKE DAMPER REQUIREMENTS. INCLUDE CONNECTION COST WITHIN BASE BID. F. ELECTRICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A FACILITY APPROVED FIRE ALARM CONTRACTOR FOR DESIGN, INSTALLATION AND PERMITTING OF THE FIRE ALARM WORK. INCLUDE COST WITHIN BASE BID. CONSULT FACILITY "APPROVED VENDOR UST" PRIOR TO BID. G. PROVIDE SIGNED AND SEALED FIRE ALARM SHOP DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE EMPLOYMENT OF THIS CONTRACTOR FOR BUILDING DEPARTMENT REVIEW AND PERMIT. FIRE ALARM CONTRACTOR SHALL PROVIDE THIS COST IN BID. H. SMOKE DETECTORS SHALL NOT BE LOCATED LESS THAN 3'-0" FROM HVAC GRILLES.(DRAWINGS SHOW GENERAL LOCATION ONLY.) I. FIRE ALARM SYSTEM CABLES SHALL BE #14 COPPER MINIMUM ENCLOSED IN 3/4" OR LARGER EMT CONDUIT. BOXES FOR DEVICES SHALL BE 2 1/8" DEEP. J. CONNECT NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. WIRE PER MANUFACTURER RECOMMENDATIONS. PROVIDE NEW MODULES AND UPGRADES AS REQUIRED IN BASE BID. K. FINAL QUANTITY OF CHIME/STROBE/HORNS TO BE DETERMINED BY FIRE MARSHAL INCLUDE CONTINGENCY FOR 2 ADDITIONAL CHIME/STROBE/HORNS AND 2 SMOKE DETECTORS IN BASE BID. L AS PER FLORIDA BUILDING CODE 5TH EDITION (2014) AND LOCAL AMMENDMENTS, FLORIDA ACCESSIBILITY CODE CHAPTER 7 SECTION 702.1 ALLOWS "FIRE ALARM SYSTEMS IN MEDICAL CARE FACILITIES SHALL BE PERMITTED TO BE PROVIDED IN ACCORDANCE WITH INDUSTRY PRACTICE". NOTIFICATION DEVICES ARE NOT REQUIRED IN PATIENT CARE ROOMS AND TREATMENT AREAS CONTROLLED BY THE STAFF. M. FIRE ALARM STROBES SHALL BE SYNCHRONIZED. N. FIRE ALARM CONTRACTOR SHALL FIELD VERIFY EXISTING AUDIBLE AND VISUAL DEVICES AND MATCH EXISTING AND MUST COMPLY WITH ADA AND NFPA-72 REQUIREMENTS. 0. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY ELECTRICAL, INSTALLED BY MECHANICAL AND WIRED BY ELECTRICAL PROVIDE WITH RELAY TO SHUT DOWN HVAC UNIT AIR FAN. 24V DC FED FROM FACE WITH BATTERY BACKUP. MECHANICAL SHALL COORDINATE TYPE OF DUCT DETECTOR WITH ELECTRICAL PRIOR TO ORDERING. ALL DUCT DETECTORS SHALL BE PROVIDED WITH A REMOTE INDICATOR LOCATED IN A PUBLIC AREA. FINAL COUNT OF DUCT DETECTORS SHALL BE DETERMINED BY THE FIRE MARSHAL PROVIDE AS REQUIRED. P. TYPICAL FOR ALL F/SD LOCATIONS. PROVIDE A NEW DUCT SMOKE DETECTOR INSTALLED WITH -IN 3' (36") OF THE ELECTRIC/PNEUMATIC OPERATED DAMPER. THE DAMPER SUPPLIED AND INSTALLED BY MECHANICAL THE SMOKE DETECTOR SHALL BE SUPPLIED AND WIRED BY ELECTRICAL AND INSTALLED BY MECHANICAL PROVIDE ALL MODULES, RELAYS, ETC. FOR A COMPLETE CONNECTION. PNEUMATIC OPERATED DAMPERS: PROVIDE AN EP SWITCH INSTALLED WITH -IN 5' (60") OF THE DAMPER. THE EP SWITCH SHALL BE SUPPLIED AND INSTALLED BY MECHANICAL AND WIRED BY ELECTRICAL. ELECTRIC OPERATED DAMPERS: DISCONNECT SWITCH SUPPLIED AND WIRED BY ELECTRICAL INSTALL WITH -IN 5' (60") OF THE DAMPER. DAMPER SHALL BE HARDWIRE INTERLOCKED WITH THE AHU FOR FIRE ALARM AND MAINTENANCE SHUTDOWN. PROVIDE A REMOTE INDICATOR LIGHT FOR EACH SMOKE DETECTOR. DETECTOR SHALL ANNUNCIATE A TROUBLE SIGNAL ONLY AND CLOSE THE ASSOCIATED DAMPER. COORDINATE WITH MECHANICAL DRAWINGS AND DETAILS FOR EXACT LOCATION AND FINAL CONNECTIONS. Q. PROVIDE AHU HARDWIRE INTERCONNECT/INTERFACE FOR FIRE ALARM AND MAINTENANCE SHUT DOWN FOR ALL EXHAUST FANS, SUPPLY FANS, AND/OR MAKE-UP AIR ASSOCIATED WITH THAT AHU. COORDINATE SHUT DOWN VIA MOTOR STARTERS, VSD'S, OR OTHER EQUIPMENT WITH MECHANICAL R. FIRE ALARM CONTRACTOR SHALL PERFORM AND PROVIDE IN WRITING ALL REQUIRED BATTERY CALCULATIONS AS REQUIRED BY ALL INSPECTING AGENCIES. S. 69A-3 FLORIDA ADMINISTRATIVE CODE COMPLIANCE: A) 4.4.1.5.3.1 UNLESS OTHERWISE PERMITTED OR REQUIRED BY 4.4.1.5.3.1 (A) OR 4.4.1.5.3.1 THE SECONDARY POWER SUPPLY SHALL HAVE SUFFICIENT CAPACITY TO OPERATE THE FIRE ALARM SYSTEM UNDER QUIESCENT LOAD (SYSTEM OPERATING IN A NONALARM CONDITION) FOR A MINIMUM OF 24 HOURS AND, AT THE END OF THAT PERIOD, SHALL BE CAPABLE OF OPERATING ALL ALARM NOTIFICATION APPLIANCES USED FOR EVACUATION OR TO DIRECT AID TO THE LOCATION OF AN EMERGENCY FOR 5 MINUTES. (a) THE SECONDARY POWER SUPPLY FOR EMERGENCY VOICE/ALARM COMMUNICATIONS SERVICE SHALL BE CAPABLE OF OPERATING THE SYSTEM UNDER QUIESCENT LOAD FOR A MINIMUM OF 24 HOURS AND THEN SHALL BE CAPABLE OF OPERATING THE SYSTEM DURING A FIRE OR OTHER EMERGENCY CONDITION FOR A PERIOD OF 15 MINUTES AT MAXIMUM CONNECTED LOAD. (b) THE SECONDARY POWER SUPPLY CAPACITY FOR SUPERVISING STATION FACILITIES AND EQUIPMENT SHALL BE CAPABLE OF SUPPORTING OPERATIONS FOR A MINIMUM OF 24 HOURS. 4.4.1.5.3.2 THE SECONDARY POWER SUPPLY CAPACITY REQUIRED SHALL INCLUDE ALL POWER SUPPLY LOADS THAT ARE NOT AUTOMATICALLY DISCONNECTED UPON THE TRANSFER TO SECONDARY POWER SUPPLY. B) SHOW REQUIRED INTER -TIES TO ALL EXISTING FIRE ALARM SYSTEM COMPONENTS REQUIRED TO MAKE SYSTEMS OPERATE AS ONE PER NFPA. C) PROVIDE AUDIBLE NOTIFICATION 15 DECIBEL ABOVE AMBIENT NOISE LEVELS. SEE NFPA 72. PROVIDE VISUAL NOTIFICATION PER NFPA 72 AND FLORIDA BUILDING CODE. D) CONDUCTORS SHALL BE U.L. LISTED FPL MANUFACTURED AND INSTALLED PER NFPA 70. PROVIDE POWER LIMITED SYSTEM. EXPOSED CABLES IN PLENUMS SHALL BE RATED FOR THE USE. T. FIRE ALARM CONTRACTOR SHALL TEST/VERIFY EXISTING SYSTEM OPERATES PROPERLY PER NFPA 72 & 101. U. NFPA-72.1-5.1.4 SYSTEM INSTALLATION - INSTALLATION PERSONNEL SHALL BE SUPERVISED BY PERSONS WHO ARE QUALIFIED AND EXPERIENCED IN THE INSTALLATION, INSPECTION AND TESTING OF FIRE ALARM SYSTEMS. EXAMPLES OF QUALIFIED PERSONNEL SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: (1) FACTORY TRAINED AND CERTIFIED PERSONNEL (2) NATIONAL INSTITUTE OF CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET) FIRE ALARM LEVEL 11 CERTIFIED PERSONNEL (3) PERSONNEL LICENSED OR CERTIFIED BY STATE OR LOCAL AUTHORITY V. PROVIDE 120VAC AND FIRE ALARM INTERLOCK TO SMOKE DAMPERS. W. 61G15 FLORIDA ADMINISTRATIVE CODE COMPLIANCE: a) PROVIDE 24 HOUR BATTERY BACK-UP WITH 5 MINUTES OF RUN TIME AT END FOR ALL EQUIPMENT AND DEVICES. PROVIDE CALCULATION WITH SUBMITTAL AND SHOP DRAWINGS. b) SHOW REQUIRED INTER -TIES TO ALL EXISTING FIRE ALARM SYSTEM COMPONENTS REQUIRED TO MAKE SYSTEMS OPERATE AS ONE PER NFPA. c) PROVIDE AUDIBLE NOTIFICATION 15 DECIBEL ABOVE AMBIENT NOISE LEVELS. SEE NFPA 72 APPENDIX A TABLE A.7.4.2. PROVIDE VISUAL NOTIFICATION PER NFPA 72 7.5 AND FLORIDA BUILDING CODE. NOTE: STROBES WITHIN SAME VISUAL AREA SHALL SYNCHRONIZE. IF THIS REQUIREMENT CANNOT BE ACCOMPLISHED WITH THE EXISTING DEVICES, FIRE ALARM CONTRACTOR SHALL INCLUDE COST OF REPLACEMENT IN BASE BID. d) CONDUCTORS SHALL BE U.L LISTED FPL MANUFACTURED AND INSTALLED PER NFPA 70 SECTION 760. PROVIDE POWER LIMITED SYSTEM. EXPOSED CABLES IN PLENUMS SHALL BE RATED FOR THE USE. X. 760.49 NPLFA CIRCUIT CONDUCTORS. (A) SIZES AND USE. ONLY COPPER CONDUCTORS SHALL BE PERMITTED TO BE USED FOR FIRE ALARM SYSTEMS. SIZE 18 AWG AND 16 AWG CONDUCTORS SHALL BE PERMITTED TO BE USED, PROVIDED THEY SUPPLY LOADS THAT DO NOT EXCEED THE AMPACITIES GIVEN IN TABLE 402.5 AND ARE INSTALLED IN A RACEWAY, AN APPROVED ENCLOSURE, OR A LISTED CABLE. CONDUCTORS LARGER THAN 16 AWG SHALL NOT SUPPLY LOADS GREATER THAN THE AMPACITIES GIVEN IN 310.15, AS APPLICABLE. (B) INSULATION. INSULATION ON CONDUCTORS SHALL BE SUITABLE FOR 600 VOLTS. CONDUCTORS LARGER THAN 16 AWG SHALL COMPLY WITH ARTICLE 310. CONDUCTORS 18 AWG AND 16 AWG SHALL BE TYPE KF-2, KFF-2, PAFF, PTFF, PF, PFF, PGF, PGFF, RFH-2, RFHH-2, RFHH-3, SF-2, SFF-2, TF, TFF, TFN, TFFN, ZF, OR ZFF. CONDUCTORS WITH OTHER TYPES AND THICKNESS OF INSULATION SHALL BE PERMITTED IF LISTED FOR NON-POWER-UMITED FIRE ALARM CIRCUIT USE. FPN: FOR APPLICATION PROVISIONS, SEE TABLE 402.3. (A) CONDUCTOR MATERIALS. CONDUCTORS SHALL BE SOLID OR STRANDED COPPER. Y. DURING THE BID PROCESS THE CONTRACTOR MUST GIVE CONSIDERATION TO CEILING HEIGHTS, ROOM SIZES, CORRIDOR WIDTHS, ETC. 'THAT HAVE AN AFFECT ON SELECTING CANDELA RATINGS ON STROBES AND THE TAP SETTINGS ON SPEAKERS'. NO ADDITIONAL COMPENSATION SHAD_ BE PROVIDED FOR FAILING TO PROVIDE ENOUGH POWER SUPPLIES AND CIRCUITS TO PROVIDE PROPER AUDIBILITY AND VISUAL NOTIFICATIONS. TESTING, INSPECTIONS AND CERTIFICATIONS: A. EQUIPOTEN11AL GROUNDING TEST FOR PATIENT CARE AREAS NFPA 99, 2012 EDITION, SECTION 6.3.3 REQUIRES TESTING OF NEW CONSTRUCTION AND EXISTING CONSTRUCTION AND REPEATED WHEN MAJOR RENOVATIONS OCCUR. MOST EXISTING FACILITIES HAVE NO RECORDS OF EXISTING CONDITIONS, HOWEVER, LOGS SHOULD BE CHECKED ANNUALLY BY AHCA. THEREFORE, ALL PATIENT AREAS WITHIN ANY SCOPE OF WORK WILL NEED TO BE TESTED BY THE CONTRACTOR. (ALSO SEE NEC 517-13, 14 & 16). B. WHAT NEEDS TO BE TESTED? ONLY METAL CONDUCTIVE SURFACES LIKELY TO BECOME ENERGIZED WITHIN THE PATIENT VICINITY. PATIENT VICINITY IS DEFINED AS: 1. AN AREA WHERE PATIENTS ARE NORMALLY CARED FOR. 2. THE SPACE WITH SURFACES LIKELY TO BE CONTACTED BY PATIENT OR ATTENDANT TOUCHING THE PATIENT. (BEDS, HEADWALLS, A/C UNITS, SINK, TRIM, ETC.) 3. IN A PATIENT ROOM BASICALLY THE ENTIRE ROOM INCLUDING TOILET/SHOWER ROOM. PATIENTS SHOULD BE IN WHEELCHAIRS OR SITTING IN CHAIRS. C. 1. 2. D. 1. 2. a. b. C. d. e. f. 3. 4. E. a. b. C. F. 1. 2. G. 1. 2. 3. 4. 6'-0" 6'-0" PATIENT BED 3'-6" 6'-0" 7'-6" VERTICALLY ABOVE FLOOR TYPICAL PATIENT ROOM PATIENT VICINITY DISTANCES GROUND TEST DOES NOT INCLUDE: SMALL WALL MOUNTED CONDUCTIVE SURFACES, TOWEL AND SOAP DISPENSERS, MIRRORS, BED PANS, ETC. LARGE METAL SURFACES NOT LIKELY TO BECOME ENERGIZED, WINDOW FRAMES, DOOR FRAMES, FLOOR DRAINS AND MOVABLE CABINETS. TEST METHOD: BOTH VOLTAGE AND IMPEDANCE MEASUREMENTS MUST BE MADE. ALL MEASUREMENTS MUST BE TAKEN TO A REFERENCE POINT OR IN NEAR AREA BEING TESTED. GROUND BAR IN A PANEL SERVING AN AREA. GROUND JACK IF ONE EXISTING. ESTABLISHED GROUND BUS. AN ALL METAL COLD WATER PIPE. BE CAREFUL OF WASTE PIPE OR SPRINKLER PIPE BECAUSE OF NO -HUB AND VITAULIC FITTINGS. GROUNDING CONTACT OR A RECEPTACLE THAT IS POWERED FROM A DIFFERENT CIRCUIT FROM THE RECEPTACLE UNDER TEST. VOLTAGE MEASUREMENTS ARE TO BE MADE BETWEEN REFERENCE POINT AND APPROPRIATE CONDUCTIVE SURFACES INCLUDING RECEPTACLE GROUND CONTACTS. IMPEDANCE MEASUREMENTS ARE TO BE MADE ONLY BETWEEN REFERENCE POINT AND RECEPTACLE GROUND CONTACTS. REQUIRED RESULTS: NEW/EXISTING CONSTRUCTION VOLTAGE - MAXIMUM 20MV +/-20% (24 TO 16MV) IMPEDANCE - MAXIMUM 0.1 OHM +/-20% (0.12 TO 0.08 OHM) IMPEDANCE (QUIET GROUND) - MAXIMUM 0.2 OHM +/- 20% (0.28 TO 0.12 OHM) GENERAL COMMENTS: THE IMPEDANCE MEASUREMENTS FOR NEW AND EXISTING CONSTRUCTION SHALL BE THE RATIO OF 60HZ VOLTAGE DEVELOPED BETWEEN A POINT UNDER TEST AND A REFERENCE POINT TO 60HZ CURRENT APPLIED TO THE POINT UNDER TEST. IF EXISTING CONSTRUCTION 60HZ OR DC MAY BE USED, AND THE TEST MUST NOT ENDANGER PATIENT. ALSO, TESTS MUST INCLUDE CORRECT POLARITY OF HOT AND NEUTRAL AND GROUNDING BLADE RETENTION FORCE (40Z. MIN.) ]EST EQUIPMENT: USE A MILLIVOLT METER DESIGNED FOR THIS PURPOSE WITH 1 K OHM INPUT RESISTANCE (+/-10%) AT FREQUENCIES OF 1000HZ OR LESS. USE A HIGH Z MV METER WITH EXTERNAL FREQUENCY SHAPING NETWORK. RECEPTACLE POLARITY TESTER. RETENTION FORCE TESTER OR MANUFACTURER'S DATA VERIFYING COMPLIANCE THROUGH U.L, NEMA OR OTHER TESTS. NURSE CALL SYMBOL DESCRIPTION NCM NURSE CALL MASTER STATION NCTC NURSE CALL TERMINATION CABINET CB CODE BLUE STATION 0--• SHOWER STATION F DQ DUTY STATION F(5) STAFF STATION _*4 CORRIDOR DOME LIGHT CORRIDOR ZONE LIGHT CEILING/WALL E[- SINGLE PATIENT STATION(W/2-WAY AUDIO) [1}- TOILET PULL CORD STATION �}- BATH PULL CORD STATION DUAL PATIENT STATION (W/2-WAY AUDIO) I@ STAFF EMERGENCY AUDIBLE/VISUAL INDICATING APPLIANCE F So 37 PIN BED CONNECTOR �-• TV CONTROL STATION �c PER AHCA REGULATIONS/MANUFACTURERS SPECIFICATIONS PULL CORD STATION IN SHOWER MUST BE MOUNTED ABOVE SHOWER HEAD AND ON THE SAME WALL AS THE SHOWER HEAD. 1. PROVIDE A WATER RESISTANT GASKET KIT. INSTALL ON SHOWER WALL WITH SHOWER HEAD. 2. STATIONS SHALL BE LOCATED WITHIN 12" OF THE FRONT OF THE TOILET BOWL AND 3' TO 4' ABOVE THE FLOOR PER FGI GUIDELINES 2.1-8.3.7.3(3). 3. STATIONS IN SHOWER AND TUBS SHALL BE LOCATED 5' TO 6' ABOVE THE FLOOR, WITHIN NORMAL VIEW OF THE USER AND WITHIN REACH OF THE STAFF WITHOUT THE NEED TO STEP INTO THE STALL OR TUB PER FGI GUIDELINES. FIELD VERIFY EXACT LOCATIONS. ALL ROOM SHALL HAVE CONSISTENT LOCATIONS. DMSION 260519 WIRE SIZE REQUIRED FOR BRANCH CIRCUITS AT LESS THAN 3% VOLTAGE DROP I 51M M 101M 1 M 15M 1201 20A #12 #10 #8 #8 #6 #6 30A #10 ilk #6 #6 #6 #4 F0#6#6 #4 #4 #3 #8 #6 #4 #4 #3 #2 208V 10 20A #12 #12 #12 #10 #10 #8 30A #10 #10 #10 #8 #8 #6 40A #8 #8 #8 #8 06 #6 50A #8 #8 #8 #6 #6 #4 60A #6 #6 #6 #6 #4 #4 70A #4 #4 #4 #4 #4 #3 80A #3 #3 #3 #3 #2 #1 90A #2 #2 #2 #2 #2 #1 100A #1 #1 #1 #1 #1 /0 #1 /0 208V 30 20A #12 #12 #12 #10 #10 #8 30A #10 #10 110 #8 #8 #6 40A #8 #8 #8 #8 #6 #6 50A #8 #8 #8 #6 #6 #4 60A #6 #6 #6 1 #6 #6 #4 70A #4 #4 #4 #4 #4 #4 80A #3 #3 #3 #3 #2 #1 90A #2 #2 #2 #2 #2 #1 100A #1 #1 #1 #1 #1 /0 #1 /0 CALCULATED USING COPPER WIRE AT 750 C. TABLE ABOVE FOR REFERENCE ASSUMING FULLY RATED CIRCUIT AT 80% OF AAPACITY. NO MORE THAN 2% VOLTAGE DROP MAXIMUM FOR FEEDERS. AS PER FBC ENERGY CONSERVATION (5TH EDITION), SEC11ON C405.7.3.1 NO MORE THAN 3% VOLTAGE DROP MAXIMUM FOR BRANCH CIRCUITS. AS PER FBC ENERGY CONSERVATION (5TH EDITION), SECTION C405.7.3.2. WHERE UNGROUNDED CONDUCTORS ARE INCREASED IN SIZE, EQUIPMENT GROUNDING CONDUCTORS SHALL BE INCREASED IN SIZE PROPORTIONATELY ACCORDING TO THE CIRCULAR MILL AREA OF THE UNGROUNDED CONDUCTORS. DMSION 260519 WIRE SIZE REQUIRED FOR BRANCH CIRCUITS AT LESS THAN 3% VOLTAGE DROP I so 5170 M 101M 1 M 15M 277V 20A #12 #12 112 #12 #10 #10 30A #10 #10 #10 #10 #8 #8 40A #8 #8 #8 #8 #8 0 50A #8 #8 #8 #8 #6 #6 480V 10 20A #12 #12 #12 #12 #12 #12 30A #10 #10 #10 #10 #10 #10 40A #8 #8 #8 #8 #8 #8 50A #8 #8 #8 #8 #8 #8 60A #6 #6 #6 #6 #6 #6 70A #4 #4 #4 #4 #4 #4 80A #4 #4 #4 #4 #4 #4 90A #3 #3 #3 #3 #3 13 100A #3 #3 #3 #3 #3 13 480V 30 20A #12 #12 #12 #12 #12 #12 30A #10 #10 #10 #10 #10 #10 40A #8 #8 #8 08 #8 #8 50A #8 #8 #8 #8 #8 08 60A #6 #6 #6 #6 #6 #6 70A #4 #4 #4 #4 #4 #4 80A 1 #4 #4 #4 #4 #4 #4 90A #3 #3 #3 #3 #3 #3 100A #3 #3 #3 #3 #3 13 CALCULATED USING COPPER WIRE AT 750 C. ELECTRICAL DRAWING INDEX SHEET # SHEET DESC FUPTION EO.01 SPECIFICATIONS, GENERAL NOTES, SYMBOL LEGEND, DETAILS EO.02 SPECIFICATIONS, GENERAL NOTES, SYMBOL LEGEND, DETAILS EO.02 SPECIFICATIONS, GENERAL NOTES, SYMBOL LEGEND, DETAILS E1.11 LOCATION PLAN - FIRST FLOOR - ELECTRICAL E2.11 DEMOLITION PLAN - FIRST FLOOR - PHASE 1 - POWER AND SYSTEMS E2.12 DEMOLITION PLAN - FIRST FLOOR - PHASE 2 - POWER AND SYSTEMS E2.13 DEMOU11ON PLAN - FIRST FLOOR - PHASE 3 - POWER AND SYSTEMS E2.14 DEMOU11ON PLAN - FIRST FLOOR - PHASE 4 - POWER AND SYSTEMS E2.15 DEMOLITION PLAN - FIRST FLOOR - PHASE 5 - POWER AND SYSTEMS E2.16 DEMOU11ON PLAN - FIRST FLOOR - PHASE 6 - POWER AND SYSTEMS E2.17 DEMOLITION PLAN - FIRST FLOOR - PHASE 7 - POWER AND SYSTEMS E3.11 DEMOLITION PLAN - FIRST FLOOR - PHASE 1 - LIGHTING E3.12 DEMOLITION PLAN - FIRST FLOOR - PHASE 2 - LIGHTING E3.13 DEMOLITION PLAN - FIRST FLOOR - PHASE 3 - LIGHTING E3.14 DEMOLITION PLAN - FIRST FLOOR - PHASE 4 - LIGHTING E3.15 DEMOLITION PLAN - FIRST FLOOR - PHASE 5 - LIGHTING E3.16 DEMOLITION PLAN - FIRST FLOOR - PHASE 6 - LIGHTING E3.17 DEMOU11ON PLAN - FIRST FLOOR - PHASE 7 - LIGHTING E4.11 RENOVATION PLAN - FIRST FLOOR - PHASE 1 - POWER AND SYSTEMS E4.12 RENOVATION PLAN - FIRST FLOOR - PHASE 2 - POWER AND SYSTEMS E4.13 RENOVATION PLAN - FIRST FLOOR - PHASE 3 - POWER AND SYSTEMS E4.14 RENOVATION PLAN - FIRST FLOOR - PHASE 4 - POWER AND SYSTEMS E4.15 RENOVATION PLAN - FIRST FLOOR - PHASE 5 - POWER AND SYSTEMS E4.16 RENOVATION PLAN - FIRST FLOOR - PHASE 6 - POWER AND SYSTEMS E4.17 RENOVATION PLAN - FIRST FLOOR - PHASE 7 - POWER AND SYSTEMS E5.11 RENOVATION PLAN - FIRST FLOOR - PHASE 1 - LIGHTING E5.12 RENOVATION PLAN - FIRST FLOOR - PHASE 2 - LIGHTING E5.13 RENOVATION PLAN - FIRST FLOOR - PHASE 3 - LIGHTING E5.14 RENOVATION PLAN - FIRST FLOOR - PHASE 4 - LIGHTING E5.15 RENOVATION PLAN - FIRST FLOOR - PHASE 5 - LIGHTING E5.16 RENOVATION PLAN - FIRST FLOOR - PHASE 6 - LIGHTING E5.17 RENOVATION PLAN - FIRST FLOOR - PHASE 7 - LIGHTING E6.01 PANEL SCHEDULES E6.02 PANEL SCHEDULES E6.03 PANEL SCHEDULES E7.01 PARTIAL POWER RISER DIAGRAM - EXISTING E7.02 PARTIAL POWER RISER DIAGRAM - REVISED E8.01 ELECTRICAL DETAILS E8.02 ELECTRICAL DETAILS E9.01 SKM POWER RISER GENERAL NOTES FOR RENOVATION: 1. EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED PROPERLY FOR NEW WORK MAY BE REUSED FOR NEW DEVICES AND WIRE. 2. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 3. INSTALL A BLANK COVER PLATE WHERE REQUIRED. 4. VISIT THE JOB SITE PRIOR TO BIDDING TO VERIFY ALL ACTUAL CONDITIONS. 5. REMOVE EXISTING POWER, LIGHTING, SYSTEMS, MATERIAL AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. A. REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE REQUIRED TO REMAIN ACTIVE FOR THE FACILITY TO BE FULLY FUNCTIONAL 6. WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, ALL BRANCH CONDUITS, WHICH NO LONGER ARE IN SERVICE, SHALL BE REMOVED. PENETRATIONS SHALL BE SEALED TO MEET WALL RATING. IF, IN THE COURSE OF THE WORK, OUTLETS ARE COVERED UP TO OTHERWISE RENDERED INACCESSIBLE, ALL WIRING TO SAME SHALL BE REMOVED TO THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE IS INTERRUPTED THEREBY, IT SHALL BE RECONNECTED BY THE MOST INCONSPICUOUS MEANS SO AS TO REMAIN IN OPERATION, WITH SAME CAPACITY AS BEFORE. ALL BUILDING SURFACES DAMAGED, AND OPENINGS LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR. ALL HOLES LEFT IN JUNCTION BOXES, SWITCHES, PANELS, ETC. SHALL BE CLOSED. 7. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE OWNER. ALL OTHER SALVAGE AND DEBRIS SHALL BE REMOVED FROM THE PREMISES DAILY. 8. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS AND FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER, MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID, AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 9. WHERE NEW OPENINGS ARE CUT AND CONCEALED CONDUITS, ETC., ARE ENCOUNTERED, THEY SHALL BE REMOVED OR RELOCATED AS REQUIRED. WHERE CONDUIT TO BE REMOVED STUBS THROUGH FLOORS, WALLS, AND CEILINGS SUCH CONDUIT SHALL BE REMOVED TO THE POINT WHERE THE FINISH SURFACES CAN BE PATCHED ADEQUATELY SO THAT NO EVIDENCE OF THE FORMER INSTALLATION REMAINS. ELECTRICAL CONTRACTOR SHALL FIRE PROOF ANY WALL OPENINGS ON FIRE RATED WALLS. REFER TO BUILDING STANDARDS FOR METHOD TO BE USED. 10. THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION REQUIRED TO ACCOMMODATE THIS PROJECT WHETHER INDICATED ON DRAWINGS, OR DIRECTED IN THE FIELD. 11. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING. 12. ELECTRICAL CONTRACTOR SHALL TRACE BRANCH CIRCUITS OF EXISTING PANELS TO IDENTIFY CIRCUIT BREAKERS SERVING REMODELED AREA. CIRCUIT BREAKERS BEING USED TO SERVE EXISTING SPACES SHALL REMAIN UNTOUCHED. 13. PROVIDE TYPED, UPDATED PANEL DIRECTORIES FOR EXISTING AND NEW PANELS USED IN THIS PROJECT. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION IS NOT ACCEPTABLE. 14. EXISTING OUTLETS, CONDUIT, WIRE AND EQUIPMENT WHICH DOES NOT INTERFERE WITH THE CONSTRUCTION OF THE PROJECT SHALL REMAIN UNTOUCHED. 15. AREAS AFFECTED BY CONSTRUCTION SHALL BE CONTACTED FOR COORDINATION OF WORK PRIOR TO RENOVATION. 16. JUNCTION BOXES, CONDUIT, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. 17. CONDUIT RUNS SHALL HAVE SWEEP RADIUS BENDS. 18. CONDUIT SHALL NOT BE RUN IN STAIRWELLS. 19. MAINTAIN SEGREGA11ON OF ALL POWER TYPES, DO NOT COMBINE BRANCHES. 20. USE A MINIMUM 2#12, 1#12 GND-3/4"C. UNLESS OTHERWISE NOTED. 21. FOR ALL MEDICAL GAS, FIRE ALARM, POWER PANELS. DISCONNECTS AND EQUIPMENT, PROVIDE AN ENGRAVED TAG WITH PANEL DESIGNATION. FOR POWER PANELS, DISCONNECTS AND EQUIPMENT, PROVIDE PROPER VOLTAGE, PHASE, WHERE FED FROM AND THE TYPE OF POWER (NORMAL, CRITICAL, EQUIPMENT OR LIFE SAFETY). COLORS OF EACH POWER TYPE ARE AS FOLLOWS: NORMAL POWER = BLACK FIELD WITH WHITE LETTERS CRITICAL POWER = ORANGE FIELD WITH WHITE LETTERS EQUIPMENT POWER = GREEN FIELD WITH WHITE LETTERS LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS FIRE ALARM = RED FIELD WITH WHITE LETTERS NOTE: THE CONDUITS, FITTINGS & J-BOXES MUST BE SPOT PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR SCHEDULE ABOVE OR PER HOSPITAL STANDARDS. 22. ABANDONED LOW VOLTAGE CABLES WITHIN CEILING SPACES SHALL BE REMOVED AS PER ARTICLE 725.25 OF THE NFPA-70. 23. 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 OF J-BOXES OR PUDDY PACKS AS NECESSARY. 24. EXISTING TO REMAIN FIXTURES, SPEAKERS, CONDUITS, J-BOXES, CABLES (TELE/DATA, NURSE CALL, COMPUTER, ACCESS CONTROLS ETC.) LOCATED IN WALLS OR ABOVE THE CEILINGS IN THE WORK AREA SHALL BE PROPERLY SUPPORTED PER NEC, NFPA, AND ALL STATE, FEDERAL AND LOCAL CODES AND REVISIONS. PROVIDE LABOR AND MATERIAL AS REQUIRED. tdio+ California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. ME_ 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 aaLliiw016o."��peupMSM AM IWM& ; FA1t a/�IL1N1 htYp: / war aom E-Mat plo aom im 0 ieme Copy*t - AN wee, dal,ns, methods and Pbr• bdloated a'opes nted by fhb drahq am owned by and the pap"ty of Peninsula Engineering, Inc. and were created, evolyed and dadaped for use an and i, connection with the specified pro)ect Nore of the weak da4m armgwnsnts, methods or plans shah be used by or disclosed to any pow, firm or corporation for any purpose whatsoever wMout the written Permission of Peninsula REVISIONS: ENGI Fe ••••• �' No. 64601 i i STATE OF 401RIOPe•' 6�_ /ONAL E�.0%�� "1/ltllll0, Bryan G. Spangler, PE, FL Reg. No. 6 01 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE we SKILLED NURSING FACILITY - PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SYMBOLS, LEGENDS, SPECIFICATIONS AND DETAILS we ELECTRICAL EOmO2 0 2016 Studio+I g;tudio+ LIGHTING FIXTURE SCHEDULE FIX TURF DF SC; RIP LON MANUFAC TURFR/MODFI # VOLTAGE LAMPS MCUNTING WATTS KFYFD IYPF QUANTITY TYPE NOTFS A 18" DOUBLE DRUM - POLISHED NICKEL POSSINLP0197 120 MED BASF CEILING FLUSH 180 1,2,4 B 20" DOUBIF DRUM PENDANT POLISHED NICKEL POSSINi: V6122 120 MED BASE PENDANT 180 1,2,4 c 16" FARRAH DOUBLE SHADF. - BRUSHED NICKEL POSSINI/FARRAH: 8Y689 120 MFD BASL CEILING FLUSH 180 1,2,4 20" DOUBLE ORGAN/A - CHROME FINISH POSSINI: 4R2/0 120 MED BASF CEILING FLUSH 180 1,2,4 E 24" 3 - LIGHT VANITY - POLISHED NICKEL MINKA-I-AVERY: i7831 120 MED BASE WALL MOUNT 300 1,4 F 6" DOWNLIGHI WIT[I WHITE ALUMINUM FINISH COGPL:R:SLD606830WHJ,j 120 LED INCLUDED CEILING RECESSED 12.5 1,2 (, 36" X 36" ILLUMINATED VANITY MIRROR BERK_EY (COORDINATE WITH ARCHITFC>) 120 LED INCLUDED WALL MOUNT 68 1 H 14" DRUM SIYIF - SATIN NICKFI ROBHFRI ABBEY: ROB S1985/SMKPANEL2X4 120 LED INCLUDED CEILING FLUSH 180 1 1 2 X 2 SURFACE MOUNI LIED WITH ACRYLIC IFNS COOPF-R/MFIALJX: AP-22SP3435 W/SP-SURDSKFKI1 120 LED CEILING FLUSH 59 1,3,4 K 14" WALL SCONCE HUDSON VAI FY: 8022-PN 120 A19 WA11 MOUNT 120 1,4 L 6" MINI -PENDANT WITH GI ASS GLOBE BESA LIGHTING: 4293SS- 1XT 120/12 LED PENDANT 6 1 M 30" DRUM PENDANT HUDSON VALLEY: IIASIINGS 5230-FIN 120 E112 CANDELABRA PENDANT 480 1,4 N 42" IFD OVFRBED LIGHT FIXTURE WITH POLISHED CHROMF FINISH EUROFASF SOHO IFD 120 LED PENDANT 18 1 0 32" FROSTED WHITE ACRYI IC RING ARKANSAS 1 AMP: 3932P-LED-32 120 LED CEILING 54 1 P 8" TEARDROP GLASS PFNDANT SATIN NICKEL TECH LIGHTING: AIINA GRANDE 700TDAHG�' K-S--LFD827 120 LED/A19 PENDANT 9.5 1 Q 36" UNDERCABINET LIGHT COOPER/FAIL SA1E:UCL-3-LD2-35-A12125 FD--UNV-ALH UNV IFD UNDER CABINET 18.3 1 R 4" I_FD PUCK LIGHT COOPER/CGRE LIGHTING GR0UP:DLC-300-WW-WH 120 IFD RECESSED 5 1 S SURFACE MOUNT 1 X 4 LIGHT FIXTURF COOPER/FATCN: 41/SNLED-LD4 32S1 F UNV-L8.35-CDT-J UNV I FD SURFACE 9.5 1 T WALL WASI IFR ZANEEN: D9-2110 RIDGE CEIING/WALL UNV I F) CEILING 10 1 U WALL SCONCE CRYSTAL CYLINDER 16" HIGH CHROME WALL SCONCE LAMPS PINS: Y6862 120 G9 WUIV. HALOGEN CEILING `' 1 V WAII SCONCE - METRO 1 IIGHf MAXIM IGHTING: 39828BCWTPC 120 G9 EQUIV. HALOGEN CEILING % I W CIIANDFIIFR HAMPTON: 3203AN-LED 120 LED CEILING 54 1 X LED EXIT SIGN BRUSHED ALUMINUM HOUSING WITH GREEN LETTERING COOPER/PRFCFPTOR:AA-P-(NUMBER OF FACES)--G UNV LED CEILING RECESSFD 3 1,3 Y 32" DIA. CHANDELIER ARKANSAS LAiv!P:39.`.>F' LED-32 120 IF[) PENDANT 48 1 CHANDFHER GLORGE KOVACS/MINKA GROUP:P1858-084--1_ 120 LED CFIIING 88 1 GENERAL NOTES: A. APPROVED EOUAIS BY LIGHTING PARTNERS, SESCO/DAYBRITE, IHHONIA, RIPPLE ASSOCiAIES & 'WESTERN FLORIDA LIGHTING. NO OTHER MANUEAC1URER SiIALL BF ACCEPIABLE OR APPROVED. B. FIXIURF SHALL BE INSTALLED PFR MANUFACTURERS' INSIRUC (IONS. C. VERIFY EXACT MOUNTING INSTRUCTIONS AND HEIGHTS WITH ARCI IITFC IURAL AND STRUCTURAI DETAILS. D. VERIFY CATAI.OG NUMBER AND VOLTAGE OF LIGHT FIXTURE PRIOR 10 RELLASE. VERIFY AGAINST PLANS. E. OSRAM SYLVANIA LAMPS AND BALLASTS OR APPROVED EQUAL. F. LAMPS AND BALLASTS SHAI I MATCH TO PROVIDF 36 MONTH WARRANTY ON I AMPS AND 60 MONTH WARRAN IY ON BALLASTS. C. THE DIVISION 16 CONTRACTOR SIIAII REGISTER THE PROJECT AND PROVIDE ALL INFORMATION Al CLOSE OUT. H. All NOTES SHALL BE REVIFWED AND SHALL COMPLY TO FIXTURE SCHEDULF. I. All DIVISION 16 EQUALS SHALL BF ENGINEER APPROVED 10 DAYS PRIOR TO CLOSE OF BID FOR PROJECT. J. ALL BALLASTS SHALL INCI TIDE QUICK DISCONNFC I. PROVIDE AS REQUIRED. K. COORDINATE IUMINAIRE, SUPPORT, AND OUTLET BOX LOCATION WITH THE DUCTWORK, PIPING, AND EQUIPMENT INSTALLA.IION. L. ALL FIXTURE MUSI BE UL LISTED. CONTRACTOR TO CARRY COSTS FOR FIELD UL LISTING IF FIXTURE IS NOT UL IISTFD. M. FD hGHI FIXTURES SHAI-I HAVE A MINIMUM CRI-90 AND A COLOR TFMPFRATURE OF 3000K OR 250OK. NOT: 1. COORDINATL FXACT LOCATION WITH ARC HITEC IURAl DRAWINGS PRIOR TO ROUGH IN. 2. COORDINATE WIIH LIGHTING SUPPIIFR/VENDOR FOR EXACT IYPF OF DIMMER REOUIRF1). 3. COORDINAIE NUMBER OF FACES AND CHEVRONS RFOUIRED PRIOR TO ORDERING. 4. PROVIDF I_FD EQUIVALENI BUIR FOR ALL IJ(;HI FIXTURES THAT REQUIRF AN INCANDESCENT LAMP SHALI BE LABELED ON 1Hr FIXTURE TIIF IkD REPLACEMENT LAMP RFOUIRFD FOR NEW FIXTURE. 5. PA I IF N T BED LIGHT WILL RF QUIRE A C URB F 1 1 RF I AY FOR NURSE C AI I DF MC E CONTROL. C OORDINATF. WITH NURSE CALL VF NDON AND PURCHASE RELAY IF NECESSARY. 0 RESPONDER 5 NURSECALL SYMBOL LEGEND EQUIPMENT EQUIPMENT BACKBOX BACKBOX MOUNTING PROVIDED INSTALLED PROVIDED INSTALLED BACKBOX Raco Box Part Number HEIGHT SYMBOL DESCRIPTION PART L MAN UF. BY BY BY BY REQUIRED Or Provide Equivalent Item REQUIRED NCTC NURSE CALL TERMINAL 351102, RAULAND RAULAND-BORG CORPORATION RAULAND-BORG CORPORATION ELECTRICAL ��A RAULAND-BORG NC2828 MUST BE A RAULAND FIELD VERIFY CABINET, BRANCH 351000, OF FLORIDA OF FLORIDACONTRACTOR CONTRACTOR 28w X 28w X 5w NC2828 CABINET REGIONAL 351003, CONTROLLER, 351004 POWER SUPPLY, 8 PORT ETHERNET SWITCH NCMS I DESK MOUNTED VOICE OVER IP 351200 RAULAND RAULAND—BORG CORPORATION RAULAND-BORG CORPORATION ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR 4x4 BOX EXTRA DEEP W/1 GANG MUD RING RACO 232 BOX RACO 772 MUD RING FIELD VERIFY NURSE CONSOLE OF FLORIDA OF FLORIDA 10/100MB ETHERNET CORRIDOR 351002 RAULAND CORPORATION RAULAND-BORG CORPORATION ELECTRICAL .roR ELECTRICAL. 4x4 BOX EXTRA DEEP RACO 232 BOX WALL/ DOME/ZONE LIGHT OF FLORIDA OF FLORIDA FOR W/1 GANG MUD RING RACO 772 MUD RING CEILING WITH MULTI COLOR LEDS MOUNTED ETFWED SINGLE FIAMENr RAULAND RAULAND-BORG CORPORATION RAULAND-BORG CORPORATION ELECTRICAL ELECTRIC . 3 GANG 3-1/2" DEEP RACO 697 HEADWALL AUDIO STATION 353001 / OF FLORIDA OF FLORIDA OONTRA= CONTRACTOR MASONARY TYPE BOX W/INTQ�e►TED SPB3AL1Y Burm ENHANCED W/E]tFIMEED RLLAN SPEAKER (IV CONTROL) o- afma'K.Y TQLET/SFDMR p� OQ� WTH Oa.L IBUTTION 354002 RAULAND RAULAND—BORGRAULAND—BORGELECTRIC& CORPORATION COOF RPORATION CONTRACTOR ELECTRK',AL CONTRACTOR 4x4 BOX EXTRA DEEP W/1 GANG MUD RING RACO 232 BOX RACO 772 MUD RING FIELD VERIFY OT LORIDA EIN DUAL FPMENr AIM STATION WTH 353001 / RAULAND RAULAND-BORG CORPORATION RAULAND-BORG CORPORATION ELECTRICAL ELECTRICAL 3 GANG 3-1/2" DEEP RACO 697 HEADWALL IN B31WLD ENHANCED OF FLORIDA OF FLORIDA CONTRACTOR CONTRACTOR MASONARY TYPE BOX SP83&3Y BUTIUNS W/1+11AN D PILLCaN SPEAKER NURSE DUTY 3531 DO RAULAND RAULAND-BORG CORPORATION RAULAND-BORG CORPORATION ELECTRICAL ELECTRICAL, 3 GANG 3-1 2" DEEP / RACO 697 " 46 A.F.F. STATION OF FLORIDA OF FLORIDAMMWM MASONARY TYPE BOX NURSE STAFF 353101 RAULAND RAULAND-BORG O RAULAND-BORG O ELECTRICAL ELECTRICAL 3 GANG 3-1/2" DEEP MASONARY TYPE BOX RACO 697 46" A.F.F. STATION F�1.OATIO4N FPORATIVOIN CONTRACTOR CONTRACTOR EMERGENCY TOILET SHOWER 354001 RAULAND OF CORPORATION FRFFLLOR DA ELECTRCAL CONTRACTOR ELECTRICAL OWRACTOR 4x4 BOX EXTRA DEEP RACO 232 BOX RACO 772 MUD RING FIELD VERIFY IPULL CORD FLORIDAFL W/1 GANG MUD RING Ho DUAL PUSHBUTTON CODE BLUE/STAFF 354015 RAULAND RAULAND-BORG CORPORATION RAULAND-BORG CORPORATION �� 4x4 BOX EXTRA DEEP RACO 232 BOX 46" A.F.F. ASSIST OF FLORIDA OF FLORIDA CONTRACTOR WMROM W/1 GANG MUD RING RACO 772 MUD RING 37 PIN BED WALL PLATE NCBED RAULAND RAULAND-BORG CORPORATION RAULAND-BORG CORPORATION ELECTRICAL FOR ELECTRICAL CONTRACTOR 4x4 BOX EXTRA DEEP 772 MUD HEADWALL OF FLORIDA OF FLORIDA W/1 GANG MUD RING R�i4C0 RING FEATURE BED CONTROL MODULE 350302 RAULAND RAULAND-BORG CORPORATION RAULAND-BORG CORPORATION ELECTRICAL ELECTRICAL, CONTRACTOR 4x4 BOX EXTRA DEEP RACO 232 BOX FIELD VERIFY (MAY NOT (PROVIDE AT ALL OF FLORIDA OF FLORIDA W/1 GANG MUD RING RACO 772 MUD RING BE SHOWN LOCATIONS REQUIRED) BUT IS REQUIED) *PER THE FLORIDA BUILDING CODE, PULL CORD STATION FOR SHOWER MUST BE CONVENIENTLY LOCATED FOR PATIENT USE, BUT NOT INSIDE THE SHOWER UNLESS THE MANUFACTURERS HAVE A LISTED PRODUCT SUITABLE FOR A WET LOCATION. INSTALL PER MANUFACTURER'S SPECIFICATIONS. SOFTWARE AND INTERFACES DESCRIPTION & CONFIGURATION PART # GATEWAY SOFTWARE 355000 STAFF ASSIGNMENT 366104 PC CONSOLE 366102 RESPONDER SYNC 366403 ADT INTERFACE 368402 TELEPHONE INTERFACE 355002 California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 3nig Allirian Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 Z016 ALDEN ROAD t�I1LANDp fLORgA 3ZOD3 1� pllt/��• FN11Q�1114 E-2 /fa �ooam JOB R leme Copye*t - AN Wm deign., methods and Mom Indleand or epee-nted by this &o*q are aped by and %* property of PenbuuIo Engk:::g, I m and were created. emWed and veWped for we an and In aanneetlon vllh q" epedfled popA None of the Weoe, d"06, mmgwmntl6 metlwds or plans ehdl be used by or ®.dosed to any pmon, fem or oorporadan for any purpoa w1not— without the wrRten permlpbn of PPtenlneuW Engnewt4 Inc- REVISIONS: %%`�J%IIII IIII/., ENGINEER. j� rr No.64601 a e. STATE OF 0 A01 , --'••..see..• O� 'P10NAL VNG`,�, /11111 (,L�l �� C• Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: LIGHT FIXTURE SCHEDULE AND NURSE CALL LEGEND EOmO3 0 2016 Studio+ EMERG ----- FLS2 ELE TAINEL �t/�{�,N1B N1B PANEL PAN PANEL H U I PWI SECT SECT. LECTRI N3A N3A N3A LS IENT ECT� - FC21 SECT.3 SECT.2 SECTA 1 pp WA NIIA PANEL EQ T.1 SECT.2 SECT.3 EQ2 ATS EDP M 1 NLARGED PLAN - ELECTRIC ROOM 21 Sall ARGE1DoPLAN - ELECTRIC ROOM 3 E NLARGED PLAN - ELECTRIC ROOM 4 NLARGED PLAN - ELECTRIC ROOM 1.1 SCALE: 1 /4" = 1 —0 1 • I / 1.1 OCALE: 1 /4 = 1 —0 1.1 SCALE: 1 /4" = 1'-0" FIRST FLOOR LOCATION PLAN - ELECTRICAL 1 KEY PLAN (N.T.S.): PROJECT NORTH TRUE NORTH California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 PENINSU Englewood, CO 80111 A, P:303.773.0436 F:303.773.0053 L INC. REVISIONS: 0%%1111111111 2016 AI.DEN ROAD ORLANDO, FLORIDA 32803 CA 3089 M 49114LXM ; FAX 4W14IL1664 http: "�vnrr.p tla. com E—M., to: pelOp ic.o om JOB k 16316 Copyright — All ideas, design., method. and plane indicated or rep—W 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 specl0ed protect. None of the ideas . designs, arrangements, methods or plans shill be used by or disclosed to any person, If corporation for any purpose whatsoever without the written p—i.sia/ss'wp�n�off Peninsula Engineering, Inc. 2fJ10 It E N G I N E ErR W OSC a5tV ;e No.64601 w V STATE OF � w•°.;�OFt4U�;;� .mow �- s,S/ONAI 1 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE - FIRST FLOOR LOCATION PLAN ELECTRICAL 1 /16" = 11-0" © 2016 Studio+1 I -`- -_L--- GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL WHILE NEW SYSTEM IS INSTALLED. (2) NEW SYSTEMS TO BE INSTALLED. 11. CONTRACTOR SHALL CARRY COSTS TO RELOCATE ALL EXISTING CEILING MOUNTED DEVICES TO NEW IN FINISH UPGRADES. KEYED NOTES: O1 THIS AREA WILL BE RENOVATED INTO A NEW NURSE STATION. A TEMPORARY NURSE STATION AND MED ROOM WILL BE CREATED DURING THIS PHASE. NURSE STATION WILL REMAIN OPERA1ONAL UNTIL THE NEW STATION IS COMPLETED AND APPROVED. IN TEMPORARY NURSE STATION, CONTRACTOR SHALL PROVIDE TEMPORARY: CRITICAL AND NORMAL POWER DUPLEX RECEPTACLES, DATA/TELECOMM. OUTLETS, CRITICAL LIGHTING, TEMPORARY NURSE CALL MASTER STATION THAT SUPPORTS THE NEEDS OF THE USER AND THE EXISTING EQUIPMENT IN THE CURRENT NURSE STATION. JUNCTION AND EXTEND EXISTING CIRCUITS. SURFACE MOUNT DEVICES AND REMOVE AND COMPLETION/APPROVAL OF NEW NURSE STATION. O THE EXISTING NURSE CALL SYSTEM FOR THE ENTIRE FACILITY IS BEING REPLACED IN THIS PROJECT. THE EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL UN11L NEW SYSTEM IS INSTALLED AND APPROVED BY AHCA. REFER TO RENOVATION PLANS FOR MORE INFORMATION. TYPICAL ALL LOCATIONS. ALL CABLING, SUPPORTS, CONDUITS, JUNCTION BOXES, AND DEVICES SHALL BE REMOVED AT COMPLETION OF PROJECT. O3 PROVIDE TEMPORARY FIRE ALARM DURING PHASE. KEY PLAN (N.T.S.)- studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P.239.357A983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: SPAAI 2016 ALDEN ROAD ORU,NDO, FLORIDA 32803 CA 3089 VW IW.2461m ; FAX W—N&IM http; //w .pPelfla.com E—Mal to: pefOpefflo.com JOB it 16318 Copyright — Ail ideas, design., methods and plans indicoled or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, erohed and deyeoped for use an and In connecllon with the specified project. None of the idea., designs,-ong—.ts, methods or plane shall be used by or disclosed to any parson, firm or corporation for any purpose what — without the written permisslon of Peninsula Fngln—ing, Inc & _ It ENG1I ,f�'� pibf� ;, r No. 64601 w. 't STATE OF c a �'•.'t ORO' •'' .` %NAL iv Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE. 12/16/2016 SHEET TITLE -- FIRST FLOOR DEMOLITION PLAN PHASE 1 - POWER & SYSTEMS FIRST FLOOR DEMOLITION PLAN - PHASE 1 - POWER & SYSTEMS 1 1 1 /8" = 1 '-0" PROJECT NORTH TRUE NORTH E� cD I E2ml 1 © 2016 Studio-, I studio GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL WHILE NEW SYSTEM IS INSTALLED. (2) NEW SYSTEMS TO BE INSTALLED. 11. CONTRACTOR SHALL CARRY COSTS TO RELOCATE ALL EXISTING CEILING MOUNTED DEVICES TO NEW IN FINISH UPGRADES. KEYED NOTES: O1 THE EXISTING NURSE CALL SYSTEM FOR THE ENTIRE FACILITY IS BEING REPLACED IN THIS PROJECT. THE EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL UNTIL NEW SYSTEM IS INSTALLED AND APPROVED BY AHCA. REFER TO RENOVATION PLANS FOR MORE INFORMATION. TYPICAL ALL LOCATIONS. ALL CABLING, SUPPORTS, CONDUITS, JUNCTION BOXES, AND DEVICES SHALL BE REMOVED AT COMPLETION OF PROJECT. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P.239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3099 1011 407.2II&IM ; FAX 4U724&=4 http: //www.p�• ai— E—Mo1 to: p* p"o.c JOB j: 16316 Copyright - All ideas, designs, method, and plans indicated or represented by this drawing ore owned by and the property of Peninsula Engineering, Inc. and were creoted, erolrod and dewa'aped for use on and In connection with the epeclfied prolsct. None of the Idea,, deslgne, arrangement., method. or plops .hall be uewd by or disclosed to any person, firm or mporatlon far any purpose what - without the written permission of Peninsula Engineering, Inc & It REVISIONS: III `..a a fSP'A . / ENGINEt No. 54601 r • STATE OF i (/— . TF=•.4ORIOP.•• ONIA ; EN,V``�� ( I Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR DEMOLITION PLAN PHASE 2 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 2 - POWER & SYSTEMS 1 E2m12 1/8" = 1'-0" Q�) 0 © 2016 Studio+ St dio�l RESIDENT STORAGE u O SEMI P RIVAT PATIEN R{ r \ A SEMI I PRIVATE' PATIEN ROOF ®C SEMI PRIVAT4 PATIEN M I SEMI — RIVATq PATIENT ISM ®�I PRIVATE PATIENT �ROMI 1 �J inj 11,1, R I F F " 1 `'.SOILED i r "_ NG [====A Tin== — B SHO -.. w tSt + I r I i O II- n i 1 r tJl w � F n TLT:-RW- , _— I L J I r � _ ==.4 t r TILT. RM ■ TILT. RM n TL . 'RI1Ar- _cr _tM ell o -IF k\ 11Iii f / �-, \� II �� 6—=_A ==A 11 1 11 I L, J�j I TILT. RM TLT RIV ll . 01 fl -- r tl it f, SEMI � ATIETNT ROOM ®c CLEAN SUPPLY MECH. O II \ O II + ISEMI TE NT NT ROOM ®C ®C SEMI PT Ailk N ROOM ' SEMI I P Tt PNT LJ" ®C © SEMI rE NT OOM 4L-�1A - 50 COURTYARD 26 N2A-22:24 N2A-23: 8 N1 A-59 NR ERL DINING ROOM N1191-22 N1A-59 0ERL N1A-59(DERL — 0NOURISHMENT tsf ' D R , N2A--26 R ` C2-8 Ilrr ll 4 4r;'..\ �` W RL N2A-28 N -28 RL �\ FC2-1'I + NIIA-84 —� J� Tfl C� u1 J1 J) -I110.2mr,"101111 --FA ,n �S V2At 26 N2A-26€ tll � N2A-26 ADMISSS 26 N2A-28 N2A-280FF1 /per N2A-28 N2A-28�/ i` u r ll 5 GENERAL NOTES: ,. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE-USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL WHILE NEW SYSTEM IS INSTALLED. (2) NEW SYSTEMS TO BE INSTALLED. 11. CONTRACTOR SHALL CARRY COSTS TO RELOCATE ALL EXISTING CEILING MOUNTED DEVICES TO NEW IN FINISH UPGRADES. KEYED NOTES: O1 THE EXISTING NURSE CALL SYSTEM FOR THE ENTIRE FACILITY IS BEING REPLACED IN THIS PROJECT. THE EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL UNTIL NEW SYSTEM IS INSTALLED AND APPROVED BY AHCA. REFER TO RENOVATION PLANS FOR MORE INFORMATION. TYPICAL ALL LOCATIONS. ALL CABLING, SUPPORTS, CONDUITS, JUNCTION BOXES, AND DEVICES SHALL BE REMOVED AT COMPLETION OF PROJECT. O2 PROVIDE TEMPORARY FIRE ALARM DURING PHASE. KEY PLAN (N.T.S.): PROJECT NORTH TRUE NORTH California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 — P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2010 ALEN ROAD ORLANDOM I91DA 32W3 101E 40-NLIM : FAX 4W24&04 http://www.peflo.com E—Mal to: p.lOpeifla.com ,108 /c 16316 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, ewl.d and derdoped for use an and In connection with the speclAed protect. Nana of the Ideas, designs, orrangennente, methods or plans shall be used by or disdosad to any person, firm or corporation far any purpose whatsoew without the written permission of Peninsula Engineering, Inc. fl t REVISIONS: 4,`�►IIIIII��P�� b ENGINE FAQ ®`•, c� - * \GENsF':�F` 'o • • No. 64601 • cr 'D STATE OF �e. All •�4si0 ell � Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE — SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 3 Is POWER & SYSTEMS E2m13 0 2016 Studio+ GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL WHILE NEW SYSTEM IS INSTALLED. (2) NEW SYSTEMS TO BE INSTALLED. 11. CONTRACTOR SHALL CARRY COSTS TO RELOCATE ALL EXISTING CEILING MOUNTED DEVICES TO NEW IN FINISH UPGRADES. KEYED NOTES: (D THE EXISTING NURSE CALL SYSTEM FOR THE ENTIRE FACILITY IS BEING REPLACED IN THIS PROJECT. THE EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL UNTIL NEW SYSTEM IS INSTALLED AND APPROVED BY AHCA. REFER TO RENOVATION PLANS FOR MORE INFORMATION. TYPICAL ALL LOCATIONS. ALL CABLING, SUPPORTS, CONDUITS, JUNCTION BOXES, AND DEVICES SHALL BE REMOVED AT COMPLETION OF PROJECT. �2 THIS AREA WILL BE RENOVATED INTO A NEW NURSE STATION. A TEMPORARY NURSE STATION AND MED ROOM WILL BE CREATED DURING THIS PHASE. NURSE STATION WILL REMAIN OPERATIONAL UNTIL THE NEW STATION IS COMPLETED AND APPROVED. IN TEMPORARY NURSE STATION, CONTRACTOR SHALL PROVIDE TEMPORARY: CRITICAL AND NORMAL POWER DUPLEX RECEPTACLES, DATA/TELECOMM. OUTLETS, CRITICAL LIGHTING, TEMPORARY NURSE CALL MASTER STATION THAT SUPPORTS THE NEEDS OF THE USER AND THE EXISTING EQUIPMENT IN THE CURRENT NURSE STATION. JUNCTION AND EXTEND EXISTING CIRCUITS. SURFACE MOUNT DEVICES AND REMOVE AND COMPLETION/APPROVAL OF NEW NURSE STATION. O EXISTING IT RACK. RACK, POWER, CABLING, ETC. SHALL BE RELOCATED. JUNCTION AND EXTEND AS REQUIRED TO NEW LOCATION. COORDINATE WITH FACILITY IT STAFF. O EXISTING CU-1 SHALL BE REPLACED. EXISTING LOAD IS 66A/80A FUSES. CONTRACTOR SHALL TRACE AND IDENTIFY PANEL AND CIRCUIT. REUSE IN RENOVATION. NEW CONDENSER HAS THE SAME LOAD SINCE EQUIPMENT WILL BE REPLACED WITH SIMILAR EQUIPMENT. O EXISTING AHU-1 AND HEATER SHALL BE REPLACED IN THIS PROJECT. EXISTING LOAD IS 41.6A/60A BREAKER. RETAIN EXISTING CIRCUIT FOR HEATER FOR REUSE IN RENOVATION. AHU-1 MOTOR SHALL BE TAKEN BACK TO SOURCE. MOTOR SHALL BE FED FROM EQ2. © PROVIDE TEMPORARY FIRE ALARM DURING PHASE. O EXISTING FIRE ALARM REMOTE ANNUNCIATOR SHALL BE RELOCATED IN THIS PROJECT. EXTEND/JUNCTION EXISTING CIRCUIT SERVING PANEL TO NEW LOCATION. REFER TO RENOVATION PLAN FOR MORE INFORMATION. O OBSOLETE/ABANDONED FIRE ALARM REMOTE ANNUNCIATOR SHALL BE REMOVED. O9 EXISTING GENERATOR ALARM REMOTE ANNUNCIATOR SHALL BE RELOCATED IN THIS PROJECT. EXTEND/JUNCTION EXISTING CIRCUIT SERVING PANEL TO NEW LOCATION. REFER TO RENOVATION PLAN FOR MORE INFORMATION. KEY PLAN (N.T.S.): studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP ■ 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 326033 ra14 iee EAX,mi�,eu http• //.ten..pd naca., E—Nal Z pe Ol psltla.ebrn JOB f 16318 Copyright - All Ideoe, designs, methods and plane indicated or repreemtad by this ding e owned by and the property of Peninsula F.ngneering, Inc. and were created, evolved and demloped for use on and In connection with the speclfled pro)wL None of the Ideas, designs, artmgemmts, methods or plans ehall be used by or died aeed to any person, f— or —porotion for ony purpose whoteoeww without the writtm permission of Peninsula Fngnemtng, Inc. O It TO REVISIONS: IIIIII11r,` i G. SP °ss ENGI -ggGRE No.64601 i - STATE OF .46 S '11111111100 I�tL4� Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS_ 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 4 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 4 - POWER & SYSTEMS 1 z//� E2m14 �u 0 O 2016 Studio+ o St dIo+ GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL WHILE NEW SYSTEM IS INSTALLED. (2) NEW SYSTEMS TO BE INSTALLED. 11. CONTRACTOR SHALL CARRY COSTS TO RELOCATE ALL EXISTING CEILING MOUNTED DEVICES TO NEW IN FINISH UPGRADES. KEYED NOTES: 01 THE EXISTING NURSE CALL SYSTEM FOR THE ENTIRE FACILITY IS BEING REPLACED IN THIS PROJECT. THE EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL UNTIL NEW SYSTEM IS INSTALLED AND APPROVED BY AHCA. REFER TO RENOVATION PLANS FOR MORE INFORMATION. TYPICAL ALL LOCATIONS. ALL CABLING, SUPPORTS, CONDUITS, JUNCTION BOXES, AND DEVICES SHALL BE REMOVED AT COMPLETION OF PROJECT. O2 PROVIDE TEMPORARY FIRE ALARM DURING PHASE. O3 EXISTING MEDICAL GAS MASTER ALARMS SERVING EXISTING OXYGEN MANIFOLD AND EXISTING VACUUM COMPRESSOR TO BE RELOCATED. EXTEND/JUNCTION EXISTING CIRCUIT SERVING PANEL TO NEW LOCATION. REFER TO RENOVATION PLAN FOR MORE INFORMATION. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 M ,Q,:,n1we''O AX 40714&*4 http: / E—Mal /t« JOIII:1831 m Copyright - All ideas, designs, method. and plans indicated or represented by thi. al a mq are awned by and the property of Penmwla Engineering, Inc. and were created, evolved and developed for use an and in connection with the .pacified project None of the Idea., designs, arrangement., method. or plane shall be usod by or disci—d to any person, firm or corporation for any purp— whatsoever without the written permission of Peninsula Engineering, Inc. O ur t REVISIONS: ENGINEER R i i• No. 601 �. i STATE OF ,J • A' '•.� DRIDP •� 4/� 5'ONA i Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 5 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 5 - POWER & SYSTEMS 1 E2l 5 1 /8" = V-ptr ■ © 2016 Studio+ studio GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL WHILE NEW SYSTEM IS INSTALLED. (2) NEW SYSTEMS TO BE INSTALLED. 11. CONTRACTOR SHALL CARRY COSTS TO RELOCATE ALL EXISTING CEILING MOUNTED DEVICES TO NEW IN FINISH UPGRADES. KEYED NOTES: O1 THE EXISTING NURSE CALL SYSTEM FOR THE ENTIRE FACILITY IS BEING REPLACED IN THIS PROJECT. THE EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL UNTIL NEW SYSTEM IS INSTALLED AND APPROVED BY AHCA. REFER TO RENOVATION PLANS FOR MORE INFORMATION. TYPICAL ALL LOCATIONS. ALL CABLING, SUPPORTS, CONDUITS, JUNCTION BOXES, AND DEVICES SHALL BE REMOVED AT COMPLETION OF PROJECT. O2 DURING DEMO/REND OF NURSE STATION THE NEW NURSE STATION AT PROJECT SOUTH WILL BE UTILIZED TEMPORARILY. O3 EXISTING MEDGAS ALARM PANEL TO BE RELOCATED. EXTEND/JUNCTION EXISTING CIRCUIT SERVING PANEL TO NEW LOCATION. REFER TO RENOVATION PLAN FOR MORE INFORMATION. KEY PLAN (N.T.S.): California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP ■_ 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 30l M I0714 /.116! ; FAX 1P7.2�6lW http;//www.pe1fla.com E—Mal to: poWpelfla.com JOB A 16316 Copyright - All ideas, design., methods and plans ,ndlcated m represented raw by this ding owned by and the property of Peninsula Engineering, Inc. and wem created, ewlved and davclopod fa u and er aprnoali- with the specified project. None of the ideas, deslgn; arrangements, methods or plans shall be used by or dlxlosed to any person, firm corporation for any purpose whatsoever with-t the written permisslon of Panlnsula Engineering, Inc 0 ls�p�, drlant REVISIONS: ENGINE.E,{�� No. 64601 STATE OF [r �•��'•:ct 0R10P' �4.V`� V ZONAL Bryan G. Spangler, PE, EL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 6 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 6 - POWER & SYSTEMS 1 E2m16 © 2016 Studio+ Rtudio GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL WHILE NEW SYSTEM IS INSTALLED. (2) NEW SYSTEMS TO BE INSTALLED. 11. CONTRACTOR SHALL CARRY COSTS TO RELOCATE ALL EXISTING CEILING MOUNTED DEVICES TO NEW IN FINISH UPGRADES. KEYED NOTES: O1 THE EXISTING NURSE CALL SYSTEM FOR THE ENTIRE FACILITY IS BEING REPLACED IN THIS PROJECT. THE EXISTING NURSE CALL SYSTEM SHALL REMAIN OPERATIONAL UNTIL NEW SYSTEM IS INSTALLED AND APPROVED BY AHCA. REFER TO RENOVATION PLANS FOR MORE INFORMATION. TYPICAL ALL LOCATIONS. ALL CABLING, SUPPORTS, CONDUITS, JUNCTION BOXES, AND DEVICES SHALL BE REMOVED AT COMPLETION OF PROJECT. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239 357,4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32603 CA 3089 VOICE 407-N&IM; FAX 49714LIM http: //wrrn.pdflacorn E-Mal to: pelOpdfla.. J013 k 18316 Copyright — NI iduau, dosignu, nwlhode and plans md- W or roprexmlW by thr drawing are owned by and the praperly of I'mun.lo Englnrera-g, Inc. and wme created, ewlwd and de eloped far use on and In connection with the sf, c&d p,.)ect. None of the Ideas, designs, arrangements, method, or plans shall be used by or dlsalosed to any person, flrm or corporation far any purpose what — without the written permission of penlnsaln tnglowing, Inc. /1 Ixr If REVISIONS_ !,. ENGINE wo 1 No. 6460' r -a i STATE OFORI 1 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE- 12/16/2016 [.'9:INWMl 1114 FIRST FLOOR DEMOLITION PLAN PHASE 7 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN PHASE 7 - POWER & SYSTEMS 1 11/_� (:A E2m17 1 /8" = V-0" © 2016 Studio+ studio California I Florida GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. ALL EXISTING CIRCUITS SHALL BE RETAINED FOR REUSE IN RENOVATION. KEYED NOTES: O1 PROVIDE A TEMPORARY EXIT SIGN WHEN ICRA WALLS ARE INSTALLED. REMOVE ALL TEMPORARY EXIT SIGNS AT COMPLETION OF PROJECT. CONNECT TO LOCAL LIFE SAFETY CIRCUIT AS REQUIRED. KEY PLAN (N.T.S.): 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239,357 4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 MIX 407—N&IM i FAX 4071161114 http: //w .Ppefflu.c E—Mal to: pelOpelfla.c JOB it 16318 Copyright NI id—, designs, methods and plans iadicatat or represented by this droving urn owned by and the property of Peninsula Cngineenng, Inc. and were creatod, mlwd and de Roped for use on and In connection with the specified prokct. None of the Ideas. designs, oman -'ts, methods or plans dull Is. used by or dlxlosed to any parson, than or corporation for any purpo wh.tson— without the written pemnl.ion of Peni—In Englneerinq, Inc 0 t REVISIONS: ``��r1111P1/1/1! i •eewew ENGIN 0�Dn 1. �.p No. 64601 -v t: STATE OF 0 Pt r +� P •: "U NA,- t Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 1 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 1 - LIGHTING 1 1 E3ml 1 1 /8" = V-0" 0 2016 Studio+1 studio GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. ALL EXISTING CIRCUITS SHALL BE RETAINED FOR REUSE !N RENOVATION. KEYED NOTES: O1 PROVIDE A TEMPORARY EXIT SIGN WHEN ICRA WALLS ARE INSTALLED. REMOVE ALL TEMPORARY EXIT SIGNS AT COMPLETION OF PROJECT. CONNECT TO LOCAL LIFE SAFETY CIRCUIT AS REQUIRED. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 WU 40714LION ; FAX 1Q711414s4 http: //www.pp�lAacom E—Mal to: p=111'a.cocn JOB j: 16316 Copyrlght - AI ideas, designs, methods and plans Indicated or represented by Eat, drawmq are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and deednped far use on and In connectlon with the specIfled project. Nane of the Ideas, design,, arrangnment,, method, or plans shall be used by or Zinsed to any pereon, firm or corporation for any purpose whatsoever without lho voilten pernission of Peninsula Frgin—ag, Inc /1 It REVISIONS: E N G I N E E�°Q •P�Rf�,'�� No. g4601 •v STATE OF SS%NAL ' `, Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 2 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 2 - LIGHTING 1 1�_� E312 1 /8" = V-Orr ■ © 2016 Studio+ studio N1B-29 N16-29 4FLS2- n_-rR RR R RRSEMI RIVATEATIENT N1B-29 N1B-29 N1B- 9 FLS2-1 �' `�'� ROOM N1B-29 R RESIDENT N1BS2®RAGE N1B-29 R 3 FLS2-1 N1B-28 N1 R IR IR IR �r SO ED R HO ING CLEAN �s tom-=== 114�� M CH. r N1A-75 �R N1B- N1B-29 N18-29 ; E�T,j �R B-29 _. SHQ� N1B-28 �j N1B- „ �. 111, - _ R - � �N1B TLT. RAAI , F . _:. N1A-75 SEMI -� R _ _ RR FLS2-5R N1B-31 RUNIB-31F B-31 R PRIVAT N18 31 N1B 31 N1B-31 PATIENT FLS2-5 ROOM N1B-31 R 3 to N1 A-75 Wo 7IR --- - - -- ' r�R �l- �J � TL-F RMr ; -- i L. J i SEMI SEMI RIVAT �� p P1VATE ATIEN �� ,� ��' N1A-75 ``,,\`� a "PATIENT ROOM �� R �� ROOM, FLS2-1 === ��_..••.... ---tea SEMI � SEMI `��`� kh N1A-75 ,��,'r¶ PRIVATE pRIVAT �� , p ATIENT IATIENT ROOM ROOM TILT. RM TLT. RM L- N1A-75� COURTYARD �R ■ ■ r J 4 Room 0 0 0 .._ . �. 1, r - ' NlA-76 OFFICE ♦♦♦ ll► `♦ _ �.,....I�...�..r.wl..w�ll...rM•.wwl. ..w. ..w+ww/ .r.r..r ,.rr.�r .■r .■.,+ww....• ...► ...a..�..°.rrr.r..rr,.... For NSA 'A •'r I Ar I AV P zrz M to 9 S J1 IN! ,n 0 5 5 5 19 N a 0 0 Ty California I Florida 2211 F 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357,4983 AA26002372 Peninsula Engineering, INC. MEPUP -- ��-/ 2016 Alden Road o Orlando, FL 32803 P: 407.246.1688 GENERAL NOTES: F: 407.246.1664 1. ALL DEVICES SHOWN ARE FOR LBA Interiors REFERENCE ONLY AND ARE EXISTING TO INTERIOR DESIGNER PENINSULA 5650 DTC Parkway, Suite 100 REMAIN UNLESS NOTED OTHERWISE. Englewood, CO 80111ENGINEERING 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. P:303.773.0436 F:303.773.0053 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN 2018 AIDEIg ROAD oRtwoo, FLORIDA 32803 P THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL CA 3ose rEhttp: 1� v�� 1211111,04 DEVICES AS PER SPECIFICATIONS. http: //wrw.ppdflacom E—MoN to pefOpeFfla.corn JOB t 16316 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE Copyright - NI ;deee d signs, molhoda and OF SUPPLY. plane indicated or rep tad by this drawing are owned by and theei 4rerty of Peninsula Engineering, Inc. and were created, evolved and developed for use on and In connection 5. ALL REUSABLE DEVICES FIXTURES AND EQUIPMENT SHALL BE TURNED OVER r with the specified protect. None of the ideas, designs, arrangements, methods or plans shall TOTHE OWNER. be used by or disclosed to any person, firm or corporation far any purpose whatsoever 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL without the written permission of Peninsula Engineering. Inc. t BE REMOVED. a, 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ,n ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE-USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. ALL WIRING FOR LIGHT FIXTURES ON NEW EMERGENCY (CRITICAL AND LIFE SAFETY)LIGHTING SHALL BE HARD PIPED IN EMT CONDUIT TO THE FIXTURE. NO FLEXIBLE CONDUIT OR WHIPS IS ALLOWED. 11. ALL EXISTING CIRCUITS SHALL BE RETAINED FOR REUSE IN RENOVATION. REVISIONS: ,n KEYED NOTES: O1 PROVIDE A TEMPORARY EXIT SIGN WHEN ICRA WALLS ARE INSTALLED. REMOVE ALL TEMPORARY EXIT SIGNS AT COMPLETION OF PROJECT. CONNECT TO LOCAL LIFE SAFETY CIRCUIT AS REQUIRED. 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. `��t�Ilt�tttieo ! N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS ENGINEU (0!,RC-e4 JEE JUNCTION AND EXTEND EXISTING CIRCUIT THAT SERVED OLD DEVICE AND 4� ' ��N��•• 'A CONNECT TO NEW DEVICE, VERIFY EXISTING CONDUIT, WIRE AND RELATED Np, 64601 ; MATERIALS MEET EXISTING NEC REQUIREMENTS. MAINTAIN CIRCUIT CONTINUITY. PROVIDE A NEW J-BOX (SIZE PER NEC), CONDUIT AND WIRE AS REQUIRED. r -p STATE OF I P 0 M . O i, . ,- G pR10 .• . EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND ••..,,,,,•..•• �v EXISTING COVER CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AN Bryan G. Spangler, PE, FL Reg. No. 64601 51 ii�� I KEY PLAN (N.T.S.): PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 3 - LIGHTING 10 iiiii to FIRST FLOOR DEMOLITION PLAN - PHASE 3 - LIGHTING PROJECT NORTH TRUE NORTH 0 E3m13 © 2016 Studio+ GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. j I I , 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE U l' LS-2 OF SUPPLY. R R ® N3C-16 N3C-16 PHYSICA C-16 N3C-16 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER IELJ TO THE OWNER. LR UR OR THERAP R ER OR 0/ 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL C-22 C-22 BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. ALL EXISTING CIRCUITS SHALL BE RETAINED FOR REUSE IN RENOVATION. KEYED NOTES: O1 PROVIDE A TEMPORARY EXIT SIGN WHEN ICRA WALLS ARE INSTALLED. REMOVE ALL TEMPORARY EXIT SIGNS AT COMPLETION OF PROJECT. CONNECT TO LOCAL LIFE SAFETY CIRCUIT AS REQUIRED. KEY PLAN (N.T.S.)- California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 A 3 0114072*10%;;°A:,m2,flta 4 http://www.poMcLcorn E—Mal to: p•lOpefflmcom JOB /: 18316 Copyright — All Ideas, designs, methods and plans indicated or repreeented by this drawing are owned by and the property of Peninsulu Engineering, Inc. and were created, a Iwd and de*oped for use on and In connection with the specified project None of the Ideas, design& arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose what — without the written pe-isslon of Peninsula Engineering. Inc. /1 t REVISIONS: �.%*%,,G, SPA t ��/� ° N •...... N�+ °• ENGINE1� e No. 64601 -v : STATE OF cc r • ' F p.: 4/ Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 4 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 4 - LIGHTING 1 Z�_� E314 1 /8" = 1'-0" ■ U 2016 Studio+ studio California I Florida GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED, 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. ALL WIRING FOR LIGHT FIXTURES ON NEW EMERGENCY (CRITICAL AND LIFE SAFETY)LIGHTING SHALL BE HARD PIPED IN EMT CONDUIT TO THE FIXTURE. NO FLEXIBLE CONDUIT OR WHIPS IS ALLOWED. 11. ALL EXISTING CIRCUITS SHALL BE RETAINED FOR REUSE IN RENOVATION. KEYED NOTES: O1 PROVIDE A TEMPORARY EXIT SIGN WHEN ICRA WALLS ARE INSTALLED. REMOVE ALL TEMPORARY EXIT SIGNS AT COMPLETION OF PROJECT. CONNECT TO LOCAL LIFE SAFETY CIRCUIT AS REQUIRED. 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. ERE 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 JEE JUNCTION AND EXTEND EXISTING CIRCUIT THAT SERVED OLD DEVICE AND CONNECT TO NEW DEVICE, VERIFY EXISTING CONDUIT, WIRE AND RELATED MATERIALS MEET EXISTING NEC REQUIREMENTS. MAINTAIN CIRCUIT CONTINUITY. PROVIDE A NEW J—BOX (SIZE PER NEC), CONDUIT AND WIRE AS REQUIRED. EN EXISTING BACKBOX AND CONDUIT CAN BE REUSED. JUNCTION AND EXTEND EXISTING CONDUIT AND CONNECT TO CIRCUIT INDICATED. PROVIDE NEW DEVICE AND COVER PLATE. KEY PLAN (N.T.S.): 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 R 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP _. 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO. FLORIDA 32803 CA 3089 %M 4Q1.246. M ; FAX 4U24&04 http: //www.ppeltlacom E—Mat to: p.tOp.111a.com .JOB it 16316 Copyright — All idea,, designs, methods and plan, indiwtad or represented by this drawing are awned by and the property of Peninsula Engineenng, Inc. and were created, evolved and developed for use on and In connectlan with the apeclfled pnoJect. None of the Ideas, deigns, arrangement,, methodsers or plan, shall be used by or disclosed Lo any person,, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. /1 It REVISIONS: G. PA f0 E N G I N, �R, co eP No. 64601 i STATE OF r 0r �i .........0 6N `N Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS_ 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 y:lnamillon FIRST FLOOR DEMOLITION PLAN PHASE 5 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 5 - LIGHTING 1 V-0" E3ml 5 © 2016 Studio+ studio GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. ALL EXISTING CIRCUITS SHALL BE RETAINED FOR REUSE IN RENOVATION. KEYED NOTES: 01 PROVIDE A TEMPORARY EXIT SIGN WHEN ICRA WALLS ARE INSTALLED. REMOVE ALL TEMPORARY EXIT SIGNS AT COMPLETION OF PROJECT. CONNECT TO LOCAL LIFE SAFETY CIRCUIT AS REQUIRED. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO. FLORIDA 328W CA 3089 VOTE W-411..16111 ; FAX 40724Q104 http: //ww ppet1lar E—M.1 to: pelOpafflm e JOB /: 16316 Copyright - All ideas, designs, methods and plans indiaoted or rnpre nbd by this drawing ore —ed by and the properly of Pmin%la Englnee inq, Inc. and were crmtcd, evolved and developed for use on and In connection wlth the spedfled project None of the Ideas, designs, arrangemm ents, ethods or plans sholl be used by or disclosed to any person, firm or corporation for ony purpose whatsoever without the written permission of Peninsula Englneering, Inc. 1 A ,`,{{{11111/// % a S P,4,pv� .�� .. w•,,w•www,,• Div ENGINEitI!POF STATE OF S/ON' ; Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 6 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 6 - LIGHTING 1 V-0" E3m16 (0 2016 Studio+ Pm%tudio GENERAL NOTES: 1. ALL DEVICES SHOWN ARE FOR REFERENCE ONLY AND ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 5. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 6. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 7. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED_ 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. ALL EXISTING CIRCUITS SHALL BE RETAINED FOR REUSE IN RENOVATION. KEYED NOTES: O1 PROVIDE A TEMPORARY EXIT SIGN WHEN ICRA WALLS ARE INSTALLED. REMOVE ALL TEMPORARY EXIT SIGNS AT COMPLETION OF PROJECT. CONNECT TO LOCAL LIFE SAFETY CIRCUIT AS REQUIRED. KEY PLAN (N.T.S.): California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: SPgtVn��i 2016 ALDEN ROAD ORLANDO, FLORIDA 32003 � 4071MIGN . FAl( 407.2 &04 http• //www.PPedflacom E—M., Z pelOpeilfl— JOB � 16318 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 wrinectlon with the specified project None of the Ideas, designs. orrangemwnte, methods or plans shall be used by or diecloasd to any person, firm corporation for any purpose whatsoever without the written permission of peninsula Engineering, Inc. % t a No.64601 *r .; -p : STATE OFo. •••....•••' '0 oia Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN PHASE 7 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR DEMOLITION PLAN - PHASE 7 - LIGHTING 1 E3m17 1/8" = 1'-0" 0 ©2016Studio GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET" OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J— BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J—BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J—BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES UNLESS OTHER NOTES APPLY OR REQUIRE UPGRADES. 11. PROVIDE AN EQUIPOTENTIAL GROUNDING TEST FOR THE PATIENT CARE AREA AS PER NFPA-99. 12. REFER TO FIRE ALARM NOTES FOR MORE INFORMATION. KEY PLAN (N.T.S.): studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3069 MIX 40724VIII21: FAX 407.M1454 http: //www.ppaalIna.r�m E—Mall to: pefOpeMa.cam JOB it 16316 Copyright — All Ideas, designs, methods and plans indlmted 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, deslgns, arrangements, methods or plans shall be used by or disclosed to my person, firm or corpmatlm for any purpose whatsoever without the written permlastm of Peninsula Enginear�g, Inc. /}1Z\ . �— et REVISIONS: `%%%Mttt1ir®�� ENGINEEf.�QlF.• • a No. .� -p STATE OF NA%- %o�,` Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN FIRST FLOOR RENOVATION PLAN - PHASE 1 - POWER & SYSTEMS 1 1 1 1 /8" = 1 '-0" PHASE 1 we POWER & SYSTEMS PROJECT NORTH TRUE NORTH E4ml 1 U 2016 Studio+ III studio ZZ OFFICE N2A-3 1059 GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET" OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J— BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J—BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J—BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES UNLESS OTHER NOTES APPLY OR REQUIRE UPGRADES. 11. PROVIDE AN EQUIPOTENTIAL GROUNDING TEST FOR THE PATIENT CARE AREA AS PER NFPA-99. 12. REFER TO FIRE ALARM NOTES FOR MORE INFORMATION. KEYED NOTES: Ol PROVIDE A NEW FLOOR BOX (LEGRAND WIREMOLD OMNIBOX SERIES OR APPROVED EQUAL) AT THIS LOCATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH —IN. COORDINATE PARTS AND PIECES FOR FULLY FUNCTIONAL SYSTEM. CONNECT TO EXISTING CIRCUIT N1 A-57. O2 CEILING MOUNT RECEPTACLE FOR PROJECT. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH —IN. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P.239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORt.ANDO, FLORIDA 32603 CA 3089 IRE 4071MUM ; FAX 10721d1E64 http://www.paMo.com E—MoR to pelOpellla_com JOB & 16316 Copyright - All Ideas, designs, mcthads and plane indicated a represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, mlved and developed for use m and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or dlsdosed to my person, flan or corporation for my purpose whatsoever without the w,ltten permlaslon of fPPsninsula Engnewng, Inc. 2V1 e REVISIONS: ``,%111111►/►/,,/ �. G. SPA e+ � ENGINE�i W • No. 64601 wa : STATE OF 11 II (1.1j��i6 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR RENOVATION PLAN PHASE 2 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 2 - POWER & SYSTEMS 1 E4m12 2016 Studio+ SEMI �RIVATI DATIEN' ROOM 1047 I SEMI PRIVAT PATIENt ROOM 1045 SEMI PRIVATE PATIENT ROOM 1039 If RESIDENT STORAGE -_1050 ELECT. _ r 1048 N 1047T I rd'.-RN 1039 T_� if) 1052T I _ _-_� SEMI F PRIVAT F trt PATIEN ROOM 1052 fill SOILED CLEAN HOLD SUPPLY 1054 F�E © i © SHO 5 x .� r r— T. RM. a 04 T _j t___� SEMI RIVATE -PATIEN'r ROOM 1046 r SEMI `� IVATE PATIENT ROOM' "r104011 I TLT. RF v CORRIDOR 4 040T 1034 �� t1--1 IL 1©37T_iA=3 038T Lj -- I t SEMI IWV j_ _ SEMI RIVAT -PRIVAT `W `-- 1ATIEN PATIENT ROOM ROOM 1037 1038 SEMI SEMI PRIVATE PRIVATE PATIENT PATIENT w ROOM` :._.,ZOOMr, 1035 1036 TL . R LT. M. ( ` 1Re. it 11 1035T t 1036T II tf 0 5 0) 5 5 CCI th 5 CORRIDOR 1007 i -' 5 a� A=9 NTA-S N2A-28 ICE MK L -C�-8 �ICRC L L COFFEE —59_ -- i 13 tt N1 -59 N1 A-59 BISTRO 1032 NL N1A-59 N2A-26 t`. NI,�I NL N1A-84 NIIA-59 VNIL F e- x 5 Jl N Jt 2A- 26 N2A-22:24 N2A-23: DINING ROOM 1031 5 5 5 2A N2A- t;, ADMISSIONS OFFICE N2A-28 1063 N2A-28 5 5 5 5 CORRIDOR 1006 5 ■ GENERAL NOTES t d- + 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. California I Florida 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH P 239.357-4983 AA26002372 IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL Peninsula Engineering, INC. DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR MEP&FP CRITICAL AND BLACK FOR NORMAL CIRCUITS. 2016 Alden Road 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS Orlando, FL 32803 USED IN THIS PROJECT. P: 407.246.1688 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, F: 407.246.1664 SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, L BA Interiors INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT INTERIOR DESIGNER LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE 5650 DTC Parkway, Suite 100 PENINSULA INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL En lewood, CO 80111 BE COLORED AS PER SPECIFICATIONS. 9ENGINEERING P:303.773.0436 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS F:303.773.0053 SHALL BE "QUIET" OPERATING TYPE. O�iDO, FLORIDA 32803 CA 3089 %w 4U/1 ism ; FAx 40 —MLIM4 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE Ehu to`n`p °fl � MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN " 111: 16316 ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J- Copyright - All id—, deo gns, methods and BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT pane indicated n the gropesentec! by this dmwmg are ownsd by and the property of Peninsula FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. End neeelopIng, Inc. end .one erected, evolved and developed for use on and In connection ith the specified *t None the LOCATE NEW J-BOXES ABOVE ACCESSIBLE CEILINGS OR designs, arrangernenrts methods orf pans) shell CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA be coed or corpora ortlan fforr aoto ony parson, firer any purpose whatsoever OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. E�9 eeringe In<rltten pe ml sion�f Peninsula. t 8. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. y PROVIDE NEW AS REQUIRED. NORMAL CIRCUIT RECEPTACLES TO N BE IVORY (VERIFY WITH ARCHITECT) AND CRITICAL CIRCUIT RECEPTACLES TO BE RED. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE-USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES UNLESS OTHER NOTES APPLY OR REQUIRE UPGRADES. 11. PROVIDE AN EQUIPOTENTIAL GROUNDING TEST FOR THE PATIENT CARE AREA AS PER NFPA-99. 12. REFER TO FIRE ALARM NOTES FOR MORE INFORMATION. REVISIONS: ``�IIIIIPIf,Ptt�� r No.6�4601 s • w •o STATE OF • fill' ` 1 I Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: Ta KEY PLAN (N.T.S.): ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED �-7 AVIAl NURSING FACILITY ��. Nor", PROJECT NORTH TRUE NORTH 0 PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 3 - POWER & SYSTEMS E4m13 @ 2016 Studio GENERAL NOTES: studio 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J— BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J—BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J—BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS_ 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES UNLESS OTHER NOTES APPLY OR REQUIRE UPGRADES. 11. PROVIDE AN EQUIPOTENTIAL GROUNDING TEST FOR THE PATIENT CARE AREA AS PER NFPA-99. 12. REFER TO FIRE ALARM NOTES FOR MORE INFORMATION. KEYED NOTES: O PROVIDE A J—BOX FOR NEW RANGE HOOD. REFER TO DETAILS FOR MORE INFORMATION. O PROVIDE A NEW 50A/2P RECEPTACLE FOR RANGE PER MANUFACTURER'S SPECIFICATIONS. CONNECT TO PANEL IN KITCHEN. RUN 3#8, 1#8GND — 1-1/4"C. O3 NEW LOCATION FOR IT RACK. FIELD COORDINATE WITH IT DIVISION. O4 CONNECT CIRCUIT RETAIN TO NEW HEATER IN AHU-1. PROVIDE FUSES PER MANUFACTURER NAMEPLATE. O5 NEW AHU-1 MOTOR SHALL BE CONNECTED TO EQUIPMENT BRANCH PANEL EQ2, 3HP, 12A, 20A BREAKER. PROVIDE A NEW SQ—D 30A, 240V, 30, NEMA 1 COMBO MOTOR STARTER DISCONNECT WITH FUSES, STARTER, THERMAL OVERLOADS SIZED PER EQUIPMENT NAMEPLATE. PROVIDE (3) RK5 FUSES SIZED PER MANUFACTURER'S NAMEPLATE. O NEW CU-1. CONNECT TO CIRCUIT SALVAGED DURING DEMOLITION. PROVIDE A NEW 100A, 240V, 30, NEMA 3R, FUSED DISCONNECT WITH (3) RK5 FUSES SIZED PER MANUFACTURER'S NAMEPLATE. O7 NEW LOCATION FOR GENERATOR REMOTE ANNUNCIATOR PANEL. PROVIDE PROPER TESTING CERTIFICATION CERTIFICATE PROVING EACH FUNCTION ON THE REMOTE ANNUNCIATOR HAS BEEN TESTED FOR PROPER OPERATION. BY GENERATOR MANUFACTURER. O8 NEW LOCATION FOR FIRE ALARM REMOTE ANNUNCIATOR PANEL. PROVIDE PROPER TESTING AND NFPA-72 FORMS PROVING THE FUNCTION OF THE ANNUNCIATOR BY FIRE ALARM CONTRACTOR. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO. FLORIDA 32803 CA 3088 1= I07-M&IM ; FAX V71161164 http• I�wn�w.P.Ma.c«n E—Ma1 to: psl0pe>fAa.com JOB Wk 16316 Copyright — All ideas, de,lgne, method, and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed far use an and In connection with the specIfled project None of the Ideas, designs, orrongementa, method. or piano ,hall be used by or disclosed to any person, finn or corporation for any purpose whatsoever without the written permission of Peninsula EngpteerMg, Inc. % t REVISIONS: ENGINE ,(t�•R-.GiC . `CO'¢ •' ��GENS�� es • No. 64601 STATE OF LOW zz-- /111111111110 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE_ 12/16/2016 6y:lgnsrl ilm FIRST FLOOR RENOVATION PLAN PHASE 4 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 4 - POWER & SYSTEMS 1 V-121" E4m14 n 2016 Studio+ studio GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET" OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J— BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J—BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J—BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES UNLESS OTHER NOTES APPLY OR REQUIRE UPGRADES. 11. PROVIDE AN EQUIPOTENTIAL GROUNDING TEST FOR THE PATIENT CARE AREA AS PER NFPA-99. 12. REFER TO FIRE ALARM NOTES FOR MORE INFORMATION. KEYED NOTES: O1 PROVIDE A NEW FLOOR BOX (LEGRAND WIREMOLD OMNIBOX SERIES OR APPROVED EQUAL) AT THIS LOCATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH —IN. COORDINATE PARTS AND PIECES FOR FULLY FUNCTIONAL SYSTEM. CONNECT TO EXISTING CIRCUIT N2A-36. O2 PROVIDE POWER FOR HAIR DRYER PER MANUFACTURER SPECIFICATIONS. CONNECT TO SPARE BREAKER IN PANEL N2A. O3 NEW LOCATION FOR MEDICAL GAS MASTER ALARMS SERVING EXISTING OXYGEN MANIFOLD AND EXISTING VACUUM COMPRESSOR. RECONNECT TO EXISTING CIRCUIT. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEPUP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 V= /072/SNill ; FAX 107.MIM http://www.poiflo.00m E—Mal to pel"fla.00m JOB k 16318 Copyoght - All keas, designs, methods and plan, Indkoted or rep—ted by thl, drowing are owned by and the property of Penlnwla Enginowl", Inc. and were created. ewhmd and daroloped for use an and In connection with the eWIW project. None of the Ideas, d"gne, nrr7 9—onts, methods or plans shall be used by or dl-.- to any person, tom or corporation for my purpose whatsoever without the wrltlen P.-Mim of Peninsula Englnewing, Inc. /jam t ! REVISIONS: Q. SPA Os —* ENGINef��C O No. 64601 t -o STATE OF w 'w w. i�S` /ONA;0`0000 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN FIRST FLOOR RENOVATION PLAN - PHASE 5 - POWER & SYSTEMS 1 1 1 1 /8" = V-Orr PHASE 5 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH (D 0 E4m15 © 2016 Studio+ tdio+ GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE 'QUIET" OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J— BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J—BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J—BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE—USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES UNLESS OTHER NOTES APPLY OR REQUIRE UPGRADES. 11. PROVIDE AN EQUIPOTENTIAL GROUNDING TEST FOR THE PATIENT CARE AREA AS PER NFPA-99. 12. REFER TO FIRE ALARM NOTES FOR MORE INFORMATION. I KEY PLAN (N.T.S.): I California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. ME_ 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2MG AUM ROAD naew► Leos e wii« W== " 0 usage Captrtght — AM Wem, &W^ metlmde and plan hdooted cr mpreemted by MY &Q*g ore owosd by and the property of Peninsula EnglnprNq, Ina and were created, ewlred aul ed for use an ad n connection WMh the gealllsd pw}ot Nan of the Kea& deelgne, arongwAnb, methods or plms shill be used by or dbdoeed to any perm, form or corporation for any purpose what -ever Whout the written pemleelm of penIneub EA*Mtk% ha. REVISIONS: ENGINEEF�"►�4�1'':; n: c • r No. v" "_0i • • R r r • • • STAETOF 0 ;FC OR�OP e '� •••aeeeeee•• �J"e �', re Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN FIRST FLOOR RENOVATION PLAN - PHASE 6 - POWER & SYSTEMS 1 1 1 1 /8" = 1 e-011 PHASE 6 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH E4m16 02016 Studio+ studio GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET" OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J- BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J-BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. 8. 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. 9. PER 2011 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE-USED/MODIFIED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 10. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES UNLESS OTHER NOTES APPLY OR REQUIRE UPGRADES. 11. PROVIDE AN EQUIPOTENTIAL GROUNDING TEST FOR THE PATIENT CARE AREA AS PER NFPA-99. 12. REFER TO FIRE ALARM NOTES FOR MORE INFORMATION. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 201E ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 VW W711U11111 ; FAX 41GUNI.1114 http://w .pPeFflm. E—Mal to: peiOpetflo.c JOB k 16316 Cappighl — Ail ideas, designs, methods and plans indicated or represented by this drawing are owned by and the properly of Peninsula fnglneering, Inc. and were created, evolved and de. Roped for use on and In c;r=ion with the specllled prefect. None of the Ideas, design., arrangements, methods or plans shall be used by or disclosed to any person, I'm or corporation for any purpose whatsoever without the written permission of Peninsula Englneerinq, Inc. t REVISIONS: a SPAA/n��i ENGINEER' No. w01 v STATE OF ep . 0 -*1 LOR100 : mow: Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR RENOVATION PLAN FIRST FLOOR RENOVATION PLAN - PHASE 7 - POWER & SYSTEMS 1 1 1 1 /8" = 1'-0" PHASE 7 - POWER & SYSTEMS PROJECT NORTH TRUE NORTH E4m17 CO0 2016 Studio studio GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS, CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET' OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J- BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J-BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. 8. ALL LIGHT FIXTURES THAT REQUIRE AN INCANDESCENT LAMP SHALL BE LABELED ON THE FIXTURE THE LED REPLACEMENT LAMP REQUIRED FOR NEW FIXTURE. J—BOX RATED HARD CEILING NEW "H" FIXTURE MOUNTING DETAIL FOR FIXTURE "H". SCALE: NONE KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 10XF 40714 MI ; FAX 4071*104 http: //www. ea.com E—Yol to: pe dlfa.com JOB k 16316 CopinIght — All Ideas, designs, methods and plans Indicated or represented by this drawing e owned by and the property of Peninsula Engineering, Inc. and were created, ewlved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods a plans shall be used by ar dIV—d to any person, fine or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. /e\ t e REVISIONS: 0,r G. SPAIe®/, E N G I NEF;o f� '.�r'•;, w i No.64601 -o : STATE OF ; cCC u Pt Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 1 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 1 - LIGHTING 1 1 Z/,/� E5ml 1 1 /8" = 1 '-0" �_u (D © 2016 Studio+I studio California I Florida ` - ' ,n - ' .+ - ' - •' '-'^mi`�l<" ' - - r ` , _ _ • l�)Yi+',ti: J� ' y , X• _ %/ 1 X ` �. ✓+ / ' "X_ _y +%+ 'X I s GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS, CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET' OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J- BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J-BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. KEY PLAN (N.T.S.): 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P.239.357A983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2018 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 1t1KE 41172141EEA ; FAY 117721d11164 http://wwr.pp fla. corn E—Mall to: pe{Opdfla.Com JOB /I: 16318 Copyright - All idea,, designs, method. and plan indicated —presented by this hoeing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use an and In connection with the specifled project None of the Ideas, designs, arrangements, methods or plane shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 _ _ It REVISIONS: je...... ENGINE : • 'y ��d' •se d' ee, CO 646 idn .� STATE OF LC! �� •• FC C)R\G,�°,•e .� �j. ••••'•ee•eee e•''• fir? ®��' � ✓�°�°�SSION R;, %0"t Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE. FIRST FLOOR RENOVATION PLAN PHASE 2 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 2 - LIGHTING 1 E5n12 © 2016 Studio+ studio \S 5 5 5 ram", O Oil 01 -"" � r wwr..e , .'Rif1 • I it ; / � ' I _ - O' 0 kill 011 C i ) O _ Iwe O 1�1 t�• O 1 C� ' I � � � ;, • .1 OT ; ' •UVV ��'� �II(IL� FA EWA •IC�i :'tomrd I 01see �m t r 0�1 p/ t±r r PAP' I I OMAN FA FIN A V-1414% IPA •t, 11 �• :~ r . l��C. Ail ��tM. • r ,1. 1 � i • � , ■fiLwr ■ ■ I �� ( � I• f/.�' /'r;. � �jil ,,��. '°aw�ra� ' . G�7 �I ' � ' .e� J,.' l; 'J��l.• : � � (, I I }�'. �� " . ►- .r�.>a.�1..fr � air ®� .1�i �., t.J 1� � � �, •�� I � r�l� , • o f� ' ' ::,� 0,20 All fill ca. I Arm 11- MA A AV _ -' , • � � ,,� s;,� r � � I �i�'' � + x7 ,fir � � �► ° � . I' ,51 GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBERS) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OWNER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. CLEAN, RELAMP AND REFURBISH ALL EXISTING TO REMAIN FIXTURES. CHECK SWITCHES AND DIMMERS FOR PROPER OPERATION. REPLACE LIGHTS/DEVICES IF NECESSARY (MATCH EXISTING). 7. ELECTRICAL CONTRACTOR SHALL PROVIDE A 'LUMINAIRE DISCONNECT CONNECTOR' FOR ALL RELOCATED FLUORESCENT FIXTURES. UL LISTED CONNECTORS ARE MANUFACTURED BY IDEAL,THOMAS AND BETTS AND WACO, ANY UL LISTED CONNECTOR WILL BE ACCEPTABLE. INSTALL PER MANUFACTURERS SPECIFICAl10NS. 8. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES AND ARE SHOWN FOR REFERENCE ONLY. 9. ALL WIRING FOR LIGHT FIXTURES ON NEW EMERGENCY (CRITICAL AND LIFE SAFETY)LIGHTING SHALL BE HARD PIPED IN EMT CONDUIT TO THE FIXTURE. NO FLEXIBLE CONDUIT OR WHIPS IS ALLOWED. KEYED NOTES: O1 REFER TO ENLARGED PLAN SHEETS FOR MORE INFORMATION. EXISTING SUBSCRIPT LEGEND: ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED, IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT TO REMAIN. ERL EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION AND EXTEND EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. NIL NEW LOCATION OF EXISTING DEVICE/LIGHT. PROVIDE EXTENSION OF EXISTING CONDUIT AND WIRING AS REQUIRED. (PROVIDE NEW SWITCHING AS INDICATED) R EXISTING DEVICE/LIGHT TO BE REMOVED. WHERE EXISTING EQUIPMENT TO REMAIN IS FED VIA EXISTING EQUIPMENT TO BE REMOVED, PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT. 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 KEY PLAN (N.T.S.)- PROJECT NORTH (D TRUE NORTH 0 California I Florida 2211 E 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 GENERAL NURSE CALL REVISIONS: o,e�rii,r�ra�8 2016 ALDEN ROAD ORLANDO, FLARIDA 32803 01a7.1ZWfir ,07MW4 http://www.poFficLoom E—MaA to psl0q.l11a Doan JOB f 16316 s. design., method. and 7.preoanled by this drawing the property of peninsula Engineering, Inc. and were created, evolved and developed for use an and In connection with the speclfled protect None of the Ideas, designs,--gemanls, method. or plane shill on be used by or disclosed to any pare, firm or corporation for any purpose whatsoew without the written permission at peninsula Engineering, Inc. % t ENGINt'� FeF%,A - (34601 • R -o STATE OF Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE. FIRST FLOOR RENOVATION PLAN PHASE 3 - LIGHTING FIRST FLOOR RENOVATION PLAN - PHASE 3 - LIGHTING 1 1 /8" = 1 '-0" E5m13 © 2016 Studio+1 GENERAL NOTES: studio fG- T l ` / '4" \! J - L` - ;,< 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM, SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET' OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J- BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J-BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA OF WORK, PROVIDE ALL NECESSARY ACCESS PANELS. KEY PLAN (N.T.S.): -' ` PROJECT NORTH TRUE NORTH California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road - - Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2018 ALDEN ROAD ORLANDO. FLORIDA 32803 CA 3089 It11(E 4072M.M ; FAX 407.24 W4 http://www.pomcLcom E—Mal to pe*,@Macom JOB ft 16316 Copyright - NI idean, desigm, methods and plans in&ated or represented by this drrowing are owned by and the property of Peninsulo Engineering, Inc. and were created, ml"d and de\eloped for use on and In connection with the sp.Ifled project. None of the Ideas, dalgne, orrangernente, methode or plan. ehdl be used by or diedoaed to any paean, firm or corporation fa any purpose whatsoever without the written permission of Penineolo Engheerin,j Inc our It REVISIONS: I%%III;i11I/I , O. SPA& �f FNGINEAE No. 64601 •� •o '; STATE OF ° 0, 'L OR10 v� --1 0%9/ONAie % tt Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER- FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 4 - LIGHTING FIRST FLOOR RENOVATION PLAN - PHASE 4 - LIGHTING 1 E5m14 1 /8" = 1 '-0" iJ 2016 Studio+ GENERAL NOTES: studio California I Florida r 1. REFER TO RISER DIAGRAM. ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET" OPERATING TYPE, 7, ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J- BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J-BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. KEY PLAN (N.T.S.): 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P.239.357,4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 201e ALDEN ROAD ORLANDO, FLORIDA 32803 CA 31M MY 1Q714111 ; FAX IO7.P16W http://www.poMo.com E—Mal to: polOpNtlo com JOB jc 18316 Copyright — All id—, designs, method, and plan, indicated or represmted by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, emlved and devdapel for u,e on and In connactian with the epecifled protect None of the Idcns, designs, arrangements, methods a plop, shall be used by or disclosed to any person, fnn or corporation for any purpose whatso,.er without the written permission of Peninsula Engineering, Inc. o ur t REVISIONS: G, SPA t fits, i� ENGINE FwR� o No. 6r4,301 -a STATE O we we ��1l11114a Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR RENOVATION PLAN PHASE 5 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 5 - LIGHTING 1 E5m15 602016 Sludiot studio GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS, 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET" OPERATING TYPE. 7, ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J- BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J-BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: G. SPA 2018 ALDEN ROAD ORLINDO,ZI ,ORIDDA 32803 Will 441.216 = : FAX 407 2461664 http: //www. na.can E—Mal to: pn 0.c JOB It 18316 Copyright — All ideo,, design,, —thode and plm, hdicoled or rep—ted by this Rowing ore owned by and the property of P-ln,ula Englneerhg, Inc. and were created, —1—J and d—loped for use on and in cmnectlm with the ,p.1fled projecL None of the Ideas, de,lgn% urongernents, method, or plan, shot be used by or disdosed to my person, fkm or corpmotlm for any purpose wholso—r without the written permlaslon of Pe,i eulu Ergi—ing, Inc /� �.— It ENGINEER:,6 � � A 646()' N°' -o STATE OF O.n • "..• s, °•....°•° C? `S/ONA! �� 0® 111111ill c Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 6 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 6 - LIGHTING 1 E5m161/8" = 1 '-0"© 2016 Studio+ studio GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS, CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET" OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CEILINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J- BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J-BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS, KEY PLAN (N.T.S.): California I Florida 2211 F 7TH Ave, Suite A, Tampa, Florida 33605 P.239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: %`,+++lilt/f,� �%% G- SPAN°'�. 41 "t. ......... Qv_ ; 2016 ALDEN ROAD ORLANDO�, AFL�OpRIIDDA 32803 VW 107I&IM ; FA1( /07.7&04 http: //vwr.ppdAacom E—Mal to p-lOpeMa.corn JOB it 16316 Copyright — All lows, de,ign,, method, and plans indicated or represented by thle drawing are owned by and the propvty of Peninsula Engineering, Inc. and were created, evolved and developed for use an and In connection with the speclfled project. None of the Ides, designs, arrangement., —thud, or plan, ,hell be umd by or disclaswd to any person, flan a corporation for my purpose whotsoever without the written permission of Peninoula Engineering, Inc O TO t ENGINEERt••=.'� r% �s t4o.64601 STATE OF Q= ..b • �. e�O� •• ;FC ORIO • �w rI ••w•we•N••e �` �` »Ile++ Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 7 - LIGHTING PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 7 - LIGHTINGE5m17 1/8" V-0" �u 0 1 tD 2016 Studio+ r=%tudio�l ENLARGED PLAN - PRIVATE PATIENT ROOM SCALE: 1 /4" = 1'-0" \ -T, \ 7/,, N % / — \ _� Tb EXISTING-WRSE'S NIGHT -LIGHT _ \ TO E�ISTI NG" NUR E'S' NlbHT L GHT i\ v J \ , D ` D -`-; \ \ ENLARGED PLAN - SEMI -PRIVATE PATIENT ROOM SCALE: 1 /4" = 1'-0" GENERAL NOTES: 1. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 3. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE RED FOR CRITICAL AND BLACK FOR NORMAL CIRCUITS. 4. PROVIDE NEW TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. 5. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS, CEMENTING AND ADHESIVE INSTALLATION WILL NOT BE ACCEPTABLE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 6. WALL MOUNTED SWITCHES FOR LIGHTING IN RESIDENT AREAS SHALL BE "QUIET' OPERATING TYPE. 7. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CIELINGS AND ABOVE AN ACCESSIBLE CEILING OR PROVIDE ACCESS PANELS WHERE J- BOXES ARE WITHIN ARMS REACH. THE REMOVAL OF A LIGHT FIXTURE FOR ACCESS WILL NOT BE ACCEPTABLE INSIDE LAB. LOCATE NEW J-BOXES ABOVE ACCESSIBLE CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS PANELS. KEYED NOTES: Oj CONNECT NEW LIGHT FIXTURES TO EXISTING LIGHTING CIRCUIT. CONNECT PER MANUFACTURERS SPECIFICATIONS. O2 CONNECT NEW LIGHT FIXTURE TO EXISTING CIRCUIT SERVING PATIENT LIGHT. NEW PATIENT BED LIGHT WILL ALSO BE CONTROLLED VIA NEW NURSE CALL DEVICE VIA CURBELL RELAY. PROVIDE A CURBELL RELAY. COORDINATE CON NECTIONSMIRING WITH RAULAND-BORG (NURSE CALL VENDOR). KEY PLAN (N.T.S.): California I Florida 11 F /TH Ave, Suite A, Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO. FLORIDA 32BO3 CA 3089 %M 407211 1eii : FAX 40724e.104 http: //r .P.Mac E—Mai to: pef0peMa.iaorn JOB /: 16310 Copyright — All idaaa, designs, rnathodn and plans rahcaed a represented by this drawuig are owned by and the property of Pminaula Engineering, Inc. and were created, evolved and developed far use on and In connectlon with the speciflad project None of the Ideas, designa, among —ante, mathodn a plane rdiall be aaad by or diadoaed to any peruon, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. /jam LT t I73a6y[e]OR 1 3, ENGINaE' F°'colww we, 1 A • Nio.64'6S0 • -� STATE OFto = to ., Ri Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: ENLARGED PATIENT ROOM LIGHTING PLANS ENLARGED PATIENT ROOM LIGHTING PLANS 1 1 1 1 /8" = 1'-0" PROJECT NORTH TRUE NORTH 0 E5m18 © 2016 Studio+I F:;tudio GENERAL NURSE CALL NOTES: 1. NEW NURSECALL SYSTEM IS RAULAND—BORG RESPONDER 5. 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 INSTALLING 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. 8. 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. NEW CODE BLUE DEVICES SHALL BE CONNECTED TO THE NURSE CALL SYSTEM. CODE BLUE TO REPORT TO PBX & NURSE STATION. PROVIDE TYPED UPDATED DIRECTORIES. 13. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER THE 2010 EDITION OF THE FGI GUIDELINES IN AREAS INDICATED. 14. EXISTING TV'S 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. 15. WALL MOUNTED OVER —BED LIGHT WILL BE CONTROLLED VIA THE PILLW SPEAKER. RAULAND—BORG SHALL PROVIDE A CURBELL RELAY FOR CONTROL. REFER TO DETAIL. KEYED NOTES: O1 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 /4e TO 1 /4e DATA CABLE. (TYPICAL) KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 201a ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 101E 40y14&XM ; FAX 40/146.1e64 http://�. fla.c E—Mal to: pek"flaxom JOB f 16316 Copydghl — All idoas, deoigno, methods and plane indicated or represented by this drawing ure owned by and the property of Ponineula Engineering, Inc. and were created, a 1l d and developed for use on and in connection with the sp.irrod project. Nano of the id-,. design& nrranq—.t& methods or plans shall be used by or dled.,M to any person, tkon r corpor.tlon for ony purpnse whate ., without the written p—nienion of Penineulo Engineering, Inc /r\ t e REVISIONS: �0%G. SR4 e� ENGIKtIJ°C'�RL No.6460 i STATE OF 0 FtOR10P°• ,w,�. LIla�IL Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 1 - NURSECALL FIRST FLOOR RENOVATION PLAN - PHASE 1 - NURSECALL 1 1 1 1/8" = 1'-0" PROJECT NORTH TRUE NORTH Z�_� (D E6ml © 2016 Studio+ GENERAL NURSE CALL NOTES: 1. NEW NURSECALL SYSTEM IS RAULAND—BORG RESPONDER 5. 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 INSTALLING 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. 8. 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. NEW CODE BLUE DEVICES SHALL BE CONNECTED TO THE NURSE CALL SYSTEM. CODE BLUE TO REPORT TO PBX & NURSE STATION. PROVIDE TYPED UPDATED DIRECTORIES. 13. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER THE 2010 EDITION OF THE FGI GUIDELINES IN AREAS INDICATED. 14. EXISTING TV'S 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, 15, WALL MOUNTED OVER —BED LIGHT WILL BE CONTROLLED VIA THE PILLW SPEAKER. RAULAND—BORG SHALL PROVIDE A CURBELL RELAY FOR CONTROL. REFER TO DETAIL. KEYED NOTES: O1 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) 1/4" TO 1/4" DATA CABLE. (TYPICAL) KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 AI DEN ROAD ORLANDO, 03 AAFLORIDA 326 VIM 16724d1E�'.-OF5091l1721d1EM http: //r .pp.Nfla— E—Mal tcc p•IOpeffim m JOB #: 16316 Cop pufhI All id—, de,igne, method, and plane indicated or r.p,—ted by thi, drawing are owned by and the property of Peninsula Engineering, Inc. and were creoted, evolved and developed for uae on and In con—tian with the ,pecHled project. None of the Ideas, deeigne, urreng-ent,, method, or pion, ,hall be used by or di,clneed to ony per-n, firm or corporation for ony p rp.. what — without the written permi„ lon of Penin,ula Engineering, Inc. O ur It REVISIONS: \ .& & SPgti„*'°I`i. ENGINE' OFK� LN�`�%, No. 64601 -v STATE OF Cr ��,� '•.FC ORt4P � � ,ZW '� i tit (6r tG Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 2 - NURSECALL PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 2 - NURSECALL 1 E6m12 1 /8" = 1'-0" C 2016 Studio 1 tudio \s O SEMI 'RIVATE 3ATIENT ROOM 1047 SEMI IRIVAT PATIENT` ROOM 1045 SEMI PRIVATE PATIENT ROOM. 1039 Oj ISEMI RIVAT PATIENT ROOM 1037 SEMI PRIVATE PATIENT ROOM 1035 1 RESIDENT STORAGE 1050 1 1048 1 SOILED HOLD 1051 1 1 1) U • O O�• r A I MILE/I �, ; .ru IL LlJ 5 1 SEMI II F'RIVATI PATIENrt ROOM 1052, rf� CLEAN SUPPLY 1054 MECH. 1055 a 1 SEMI pRIVAT PATIENT ROOM 1046 S MI RIVATE' PATIENT ROOM 1040 0 SEMI RIVAT PATIENT ROOM 1038 SEMI PRIVATE PATIENT EL-FOOR 1036 BISTRO 1032 >s1 Nil C CORRIDOR 1007 � J C DINING ROOM 1031 ADMISSIONS OFFICE 1063 T sy arli CIO " 5 CORRIDOR 1006 California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEPUP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32W3 CA 3089 VW V72411l FAX V724l http://www.pelflmcorn E—►IaP to: p•IOpaeitlmc J013 it 16315 Copyright All .dens, designs, methods and Plana Indicated or represented by thus drawing are orned by and the property of Peninsula Engineering, Inc. and were created, ewlved and developed fax use on and In connection wllh the sp.lfil project. None of the Ideas, deaigne, mrangemente, methods or plane eholl be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. `l—�2p0,trl��c GENERAL NURSE CALL NOTES: 1. NEW NURSECALL SYSTEM IS RAULAND—BORG RESPONDER 5. 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 INSTALLING CONTRACTOR. 4. DEVICE LOCATIONS ARE FOR ILLUSTRATION ONLY. FIELD DETERMINE ACTUAL PLACEMENT. 5. PROVIDE INSULATING GROMMETS WITH STRAIN RELIEF AT ALL REQUIRED REVISIONS: EVISIONS: 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. 8. 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. NEW CODE BLUE DEVICES SHALL BE CONNECTED TO THE NURSE CALL SYSTEM. CODE BLUE TO REPORT TO PBX & NURSE STATION. PROVIDE TYPED UPDATED DIRECTORIES. 13. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER THE 2010 EDITION OF THE FGI GUIDELINES IN AREAS INDICATED. 14. EXISTING TV'S 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. 15. WALL SPEAKER. R UDLA D OVER—BED BORG SHALL PROVIDE A CURBELL RELAY �FOR LLW ,,a°��,"Cj. SPA I��o� CONTROL. REFER TO DETAIL. i KEYED NOTES ENGIN�E;� ;'A"o ~- No 64601 . O1 1V CONTROL CABLE FROM THE NURSE —CALL PATIENT STATION TO A STN E OF s THE TV OUTLET AND TV PATCH CABLES FROM THE TELEVISION TO F THE TV PLATE — ONE (1) COAX AND ONE (1) 1/4" TO 1/4- DATA ; ® ••• �OR�Q.••• '� �4 CABLE. (TYPICAL)••••••N•••��yCa� ti� Iic Bryan G. Spangler, PE, FL Reg. No. 64601 FIRST FLOOR RENOVATION PLAN - PHASE 3 - NURSECALL KEY PLAN (N.T.S.): PROJECT NORTH TRUE NORTH PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN NURSECALLPOWER & SYSTEMS E6m13 C) 2016 Studio+ St dio+ GENERAL NURSE CALL NOTES: 1. NEW NURSECALL SYSTEM IS RAULAND—BORG RESPONDER 5. 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 INSTALLING 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. 8. 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. NEW CODE BLUE DEVICES SHALL BE CONNECTED TO THE NURSE CALL SYSTEM. CODE BLUE TO REPORT TO PBX & NURSE STATION. PROVIDE TYPED UPDATED DIRECTORIES. 13. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER THE 2010 EDITION OF THE FGI GUIDELINES IN AREAS INDICATED. 14. EXISTING TV'S 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. 15. WALL MOUNTED OVER —BED LIGHT WILL BE CONTROLLED VIA THE PILLW SPEAKER. RAULAND—BORG SHALL PROVIDE A CURBELL RELAY FOR CONTROL. REFER TO DETAIL. KEYED NOTES: O1 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 /4" TO 1 /4" DATA CABLE. (TYPICAL) KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357,4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 YULE V72LL1AOE ; FAX 40721dk64 http•//w .p uMmc E-11a1 to: peWpetflm. JOB k 16316 Copyright All ideas, c—q-, methods and plans indicated or represented by this drawmq are owned by and the property of Penlnsula Engineering, Inc. and were created, mlved and developed fa use an and In connection with the specified project. None of the Ideas, designs, arrongemenla, methods a plena shall be used by or dlxlosed to any person, firm or caporution for any purpose whatsoever without the written permission of Peninsula Engineering. Inc. a t e REVISIONS: Dll1/a�� ENGIN •�•F � Oaw e \C � • � . s0 �i: • N0. cr .� STATE O /� .•• • r 00 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE. ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 4 - NURSECALL PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 4 - NURSECALL 1 V-0" E6n14 (c) 2016 Studio+ studio California I Florida GENERAL NURSE CALL NOTES: 1. NEW NURSECALL SYSTEM IS RAULAND—BORG RESPONDER 5. 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 INSTALLING 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. 8. 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. NEW CODE BLUE DEVICES SHALL BE CONNECTED TO THE NURSE CALL SYSTEM. CODE BLUE TO REPORT TO PBX & NURSE STATION. PROVIDE TYPED UPDATED DIRECTORIES. 13. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER THE 2010 EDITION OF THE FGI GUIDELINES IN AREAS INDICATED. 14. EXISTING TV'S 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. 15. WALL MOUNTED OVER -BED LIGHT WILL BE CONTROLLED VIA THE PILLW SPEAKER. RAULAND—BORG SHALL PROVIDE A CURBELL RELAY FOR CONTROL. REFER TO DETAIL. KEYED NOTES: O1 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 /4" TO 1 /4" DATA CABLE. (TYPICAL) KEY PLAN (N.T.S.): 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO• FLORIDA3pD32803 V=107— 113 ; FAX 107.2161A64 http://www.poificLcom E—Mal to: pelOpelfimcom J0E1 #: 16316 Copyright — All Ideas, designs, methods and plane indicated er represented by this dradng are owned by and the property of I'enineulo Engineering, Inc. and were created, evolved and developed far use on and In connection with the specIW pr.)mL None of the Ideas, designs, arrangements, methods or plans shall be uood by or diedoaed to any person, firm or corporation far any purpose whatso— without the written pertnmsion of Perar—Iu Englneeriag, Inc. % t REVISIONS: \\`o %% I Q 0aIf�6�> ENG.Iti!HER?� RR : NQ IWO .» * '• TATE O ' S F � (y O FCOR\0'? // ••••.••N•••• � �% N A\- 11111111, I„i I�IiC Bryan G. Spangler, PE, FL Reg. No. 64601 ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 5 - NURSECALL PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 5 - NURSECALL 1E6m15 © 2016 Studio+ Rtudio California I Florida GENERAL NURSE CALL NOTES: 1. NEW NURSECALL SYSTEM IS RAULAND—BORG RESPONDER 5. 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 INSTALLING 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. 8. 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. NEW CODE BLUE DEVICES SHALL BE CONNECTED TO THE NURSE CALL SYSTEM. CODE BLUE TO REPORT TO PBX & NURSE STATION. PROVIDE TYPED UPDATED DIRECTORIES. 13. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER THE 2010 EDITION OF THE FGI GUIDELINES IN AREAS INDICATED. 14. EXISTING TV'S 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. 15. WALL MOUNTED OVER —BED LIGHT WILL BE CONTROLLED VIA THE PILLW SPEAKER. RAULAND—BORG SHALL PROVIDE A CURBELL RELAY FOR CONTROL. REFER TO DETAIL. KEYED NOTES: O1 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 /4" TO 1 /4e DATA CABLE. (TYPICAL) KEY PLAN (N.T.S.): 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239.357,4983 AA26002372 Peninsula Engineering, INC. MEP84FP 2016 Alden Road - Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 Al.DEN ROAD ORLANDO, AAFLORIDA 32603 3089 VW W-N&I AX V72/IL1El4 http: //www. atfi .c E—IAaI to: pefopedflmc JOB /: 16316 Copyright - All Ideas, designs, methods and plane indicated or represented by this drawing ore owned by and the property of Pminsula Engineering, Inc. and were created, emhmd and dmWoped far use an and In co neclim with the q—lfled project None of the Ideas, designs, arr. ngemenls, methods or plans shall be used by or disclosed to any person, Ilan or corporation for any purpose what—wr without the written perniasion of Peninsula Engineering, Inc. % t REVISIONS: SAP .� ENGIN. ,F'�f� 6nn 01 No 64"" a-- STATE OF • ldf w i /� �y ('9A 0, ^•''••.....•••" Cyr N rMl !!!flllhd �L`l6ll� Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRST FLOOR RENOVATION PLAN PHASE 6 - NURSECALL PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 6 - NURSECALL 1 E6m16 1 /8" = 1 '-0" © 2016 Studio+ studio GENERAL NURSE CALL NOTES: 1. NEW NURSECALL SYSTEM IS RAULAND-BORG RESPONDER 5. 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 INSTALLING 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. 8. 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. NEW CODE BLUE DEVICES SHALL BE CONNECTED TO THE NURSE CALL SYSTEM. CODE BLUE TO REPORT TO PBX & NURSE STATION. PROVIDE TYPED UPDATED DIRECTORIES. 13. STAFF ASSIST SHALL BE INSTALLED & FUNCTION PER THE 2010 EDITION OF THE FGI GUIDELINES IN AREAS INDICATED. 14. EXISTING TV S 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. 15. WALL MOUNTED OVER -BED LIGHT WILL BE CONTROLLED VIA THE PILLW SPEAKER. RAULAND-BORG SHALL PROVIDE A CURBELL RELAY FOR CONTROL. REFER TO DETAIL. KEY PLAN (N.T.S.): California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 VW 407.Waffi ; FAX 4W24111664 http://Yw .pp*Mu.c E—Mal to: pel0peff1mcorn JOB /c 16316 Copyright - al idecm, de.9ig,r., method. and plane indicated a represented by lhls droOrn; are owned by and the properly of Penin.ula Engineering, Inc. and were created, ewlved and developed for use on and In connection with the specified project None of the Ideas, de.lgne, arrangements, methods or plane shail be used by or disclosed to any parson, firm or corporation for any purpose whatsoever without the written permission of Peninsuia Engineering, Inc. o ur t REVISIONS: �`•�`` C - SPay ENGINE B' - wo No. Ib4g01 b STATE OF Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE FIRST FLOOR RENOVATION PLAN PHASE 7 - NURSECALL PROJECT NORTH TRUE NORTH FIRST FLOOR RENOVATION PLAN - PHASE 7 - NURSECALL 1 1//� (q� E6m17 1 /8" = 1 '-0" �u @ 2016 Studio l EXISTING CONDITION PANELBOARD SCHEDULE: E02 BOLT -ON ■ PLUG-IN ❑ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 225 AMPS- M. C B: ❑ TYPE: SQ-D NQOD NEMA 1 kAIC 22 PANEL OVERLOAD 100 AMPS: - PROTEC1ON M.L.O: ■ FED FROM: EDP LOCATION: ELECTRICAL ROOM 191 NEW ❑ SINGLE PANEL ■ EXISTING ® DOUBLE PANEL ❑ INDOOR ■ SURFACE i OUTDOOR ❑ RECESSED ❑ NORMAL ❑ CRITICAL ❑ LIFE SAFETY ❑ EQUIPMENT ■ N 0 T IDENTIFICATION LOAD (AMPS) C.B. AMP w O o_ CKT. NO. CKT. NO. w o a C.B. AMP LOAD (AMPS) IDENTIFICATION N 0 T A0 B�F A� BO C� EF-7 -- 15 3 1 2 3 20 -- WASHER ----- -- - - 3 4 - - -- ----- ----- - - 5 6 - - -- - DRYER -- 30 3 7 8 3 15 -- RTU-5 MOTOR/CONTROLS ----- -- 9 10 - - -- ----- ---- -- - - 11 12 - - -- ----- RTU-6 MOTOR/CONTROLS -- 15 3 13 14 1 20 -- SPARE ----- - - 15 16 1 20 -- SPARE ----- -- - - 17 18 1 20 -- SPARE ICE MAKER -- 30 1 19 20 3 20 12 AHU-1 1 SPARE -- 20 1 21 22 - - 12 - SPARE -- 20 1 23 24 - - 12 - SPARE -- 20 1 25 26 - - -- SPACE SPACE -- - - 27 28 - - - SPACE SPACE -- - - 29 30 - -- SPACE SPACE -- - - 31 32 - - SPACE SPACE -- - - 33 34 - - -- SPACE SPACE -- - - 35 36 - - -- SPACE SPACE -- - - 37 38 3 30 -- SPD SPACE SPACE -- - - 39 40 - - -- ----- -- -- SUBTOTAL AMPS -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- TOTAL AMPS "B" PHASE: --- TOTAL AMPS "C" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: TOTAL CONNECTED kVA: TOTAL DEMAND kVA/AMPS: --- — ---/--- NOTES: 1. PROVIDE A NEW 20A/3P SQUARE D TYPE QOB BREAKER IN THIS SPACE. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. REVISED CONDITION PANELBOARD SCHEDULE: E02 BOLT -ON ■ PLUG-IN ❑ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 225 AMPS: M.C.B: ❑ TYPE: SQ-D NQOD NEMA 1 kAIC 22 PANEL OVERLOAD 100 AMPS: - PROTECTION M.L.O: ! FED FROM: EDP LOCATION: ELECTRICAL ROOM 191 NEW ❑ SINGLE PANEL ■ NORMAL ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ■ N T IDENTIFICATION LOAD (AMPS) C.B. AMP w O o CKT. NO. CKT. NO. � O d C.B. AMP LOAD (AMPS) IDENTIFICATION T A4� B0 CO A4 BO C4 EF-7 -- 15 3 1 2 3 20 -- WASHER ----- -- - - 3 4 _ _ ----- ----- -- - - 5 6 - - -- ----- DRYER -- 30 3 7 8 3 15 -- RTU-5 MOTOR/CONTROLS ----- -- - - 9 10 - - -- ----- ----- -- - - 11 12 - - -- ---- - RTU-6 MOTOR/CONTROLS -- 15 3 13 14 1 20 -- SPARE ----- -- - - 15 16 1 20 -- SPARE ----- -- - - 17 18 1 20 -- SPARE ICE MAKER -- 30 1 19 20 3 20 12 AHU-1 1 SPARE -- 20 1 21 22 - - 12 - SPARE -- 20 1 23 24 - - 12 - SPARE -- 20 j 1 25 26 - - -- SPACE SPACE -- - - 27 28 - - -- SPACE SPACE -- - - 29 30 - - -- SPACE SPACE -- - - 31 32 - - SPACE SPACE -- - - 33 34 - - -- SPACE SPACE -- - - 35 36 - - -- SPACE SPACE -- - - 37 38 3 30 -- SPD SPACE -- - - 39 40 - - -- ----- SPACE -- 41 42 - - -- ----- SUBTOTAL AMPS -- -- -- - SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- TOTAL AMPS "B" PHASE: --- TOTAL AMPS "C" PHASE: --- MAXIMUM CONNECTION PHASE AMPS - TOTAL CONNECTED kVA: --- -_ TOTAL DEMAND kVA/AMPS: NOTE NOTES: 1. PROVIDE A NEW 20A/3P SQUARE D TYPE QOB BREAKER IN THIS SPACE. 2. PREVIOUS LOAD ON PANEL - 36A/13KVA + NEW LOAD 12A = 48A/17.3KVA. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. EXISTING CONDITION PANELBOARD SCHEDULE: NIA BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120/208 3 0 4 WIRE PANEL RATED 0 400 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ-D NQOD NEMA 1 kAIC 22 PANEL OVERLOAD 300 AMPS: PROTECTION -- M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: MSB LOCATION: ELECTRICAL ROOM 38 N 0 LOAD (AMPS) C.B. CKT. CKT. C.B. LOAD (AMPS) N IDENTIFICATION B0 CD AMP � a N0. N0. � AMP IDENTIFICATION � A� BO C� REC. SPACE 6 20 1 1 2 1 20 REC. SPACE 21 REC. ROOM 8 -- 20 1 3 4 1 20 -- REC. SPACE 21 REC. ROOM 12, 6, 1 -- 20 1 5 6 1 20 -- REC. SPACE 14 REC. ROOM 6, 5 -- 20 1 8 1 20 -- REC. SPACE 14 7 REC. ROOM 3, 2 REC. ROOM 5 -- 20 1 9 10 1 20 -- REC. ROOM 4 -- 20 1 11 12 1 20 -- REC. SPACE 3 LIGHTING -- 20 1 13 14 1 20 -- REC. SPACE 23 LIGHTING 20 1 15 16 1 20 -- RECEPTACLE ROOM 24, 29, 22, 19 REC. ROOM 1, 8, 10, 2, 5, 9 -- 20 1 17 18 1 20 -- REC. SPACE 22 SPARE -- 0 1 1 20 -- REC. SPACE 22 19 20 REC. ROOM 8, 27 -- 20 1 22 1 20 -- REC. SPACE 22, 18, 19 REC. SPACE 9 -- 20 1 24 1 20 -- REC. SPACE 20 LINCOLN REC. RM. 12 -- 20 1 ]25 26 1 20 -- LINCOLN REC. RM. 7 LINCOLN REC. RM. 12 -- 20 1 28 1 20 -- LINCOLN REC. RM. 7 LINCOLN REC. RM. 10 -- 20 1 29 30 1 20 -- LINCOLN REC. RM. 9 LINCOLN REC. RM. 10 -- 20 1 31 32 1 20 -- LINCOLN REC. RM, 9 LINCOLN REC. RM. 8 -- 20 1 33 34 1 20 -- LINCOLN REC. RM. 11 LINCOLN REC. RM. 8 -- 20 1 35 36 1 20 -- LINCOLN REC. RM. 11 KENNEDY LIGHTS. RM. 2, 4, 6 -- 20 1 37 38 1 20 -- KENNEDY LIGHTS 1, 3, 5 LINCOLN LIGHTS RM. 1, 3, 5 -- 20 1 39 40 1 20 -- KENNEDY LIGHTS 7, 9, 11 REC. LOBBY -- 20 1 41 42 1 KENNEDY LIGHTS 8, 10, 12 SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: 1. PANEL IS SHOWN FOR REFERENCE ONLY. 2. 3. 4. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. EXISTING CONDITION PANELBOARD SCHEDULE: FC2 BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 225 AMPS: M.G.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ-D NQOD NEMA 1 kAIC 10 PANEL OVERLOAD 40 AMPS: - PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: EDP LOCATION: ELECTRICAL ROOM 38 N IDENTIFICATION LOAD (AMPS) C.B. AMP w 0 CKT. NO. CKT. NO. o o- C.B. AMP LOAD (AMPS) IDENTIFICATION N AO BO C0 AO BO C� REC. TTB -- 20 1 1 2 1 20 -- RECEPTION FAX MACHINE LINCOLN RM. 1, 3, 5 -- 20 1 3 4 1 20 -- SPARE 2 REC. NURSE STATION -- 20 1 5 6 1 20 -- TOUCHSCREEN RECS. REC. MED. PREP - 20 1 7 8 1 20 -- REC. NOURISH STATION REC. MED. PREP 20 1 9 10 1 20 -- REC. NOURISH STATION REC. MED. PREP -- 20 1 11 12 1 20 -- LINCOLN REC. RM. 2, 4, 6 WASHINGTON RM. 4, 6, 8 -- 20 1 13 14 1 20 -- LINCOLN REC. RM. 8, 10, 12 WASHINGTON RM. 1, 2, 3 -- 20 1 15 16 1 20 -- LINCOLN REC. RM. 7, 9, 11 WASHINGTON RM. 5, 7, 9 -- 20 1 17 18 1 20 -- SPARE LIGHT NURSES STATION -- 20 1 19 20 1 20 -- QUADS IN CONE. PHONE SPACE -- - - 21 22 1 20 -- LIGHT ELECTRICAL RM. SPACE -- - - 23 24 1 20 -- PROJECTOR PLUG EDUC. RM. REC. ROOM 23, 22 -- 20 1 25 26 1 20 -- LIGHTING SPACE 23 REC. ROOM 21, 19, 20 -- 20 1 27 28 1 20 -- LIGHTING SPACE 9 REC. ROOM 14, 21 -- 20 1 29 30 - - g -- SPACE 1 REC. -- 20 1 31 32 - - -- SPACE REC. ROOM 5, 6 -- 20 1 33 34 - - -- SPACE REC. -- 20 1 35 36 - - -- SPACE REC. ROOM 9 -- 20 1 37 38 3 30 -- SPD ROOM 8, 4, 3, 10, 2, 1, 6, 7, 12 -- 20 1 39 1 40 - - -- ----- ROOM 25, 15, 29, 18, 24, 14, 21 -- 20 1 41 42 - - -- ----- SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: 1. PROVIDE A NEW 20A/1P BREAKER. MATCH EXISTING. 2. UTILIZE SPARE BREAKER FOR NEW LOAD ADDED IN THIS PROJECT. 3. 4. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. REVISED CONDITION PANELBOARD SCHEDULE: FC2 BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 225 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ-D NQOD NEMA 1 kAIC 10 PANEL OVERLOAD 40 AMPS: - PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: EDP LOCATION: ELECTRICAL ROOM 38 N IDENTIFICATION LOAD (AMPS) C.B. AMP LL'I O 0_ CKT. NO. CKT. NO. i O a_ C.g. AMP LOAD (AMPS) IDENTIFICATION N T AO BO Co A� B� C� REC. TTB -- 20 1 1 2 1 20 - RECEPTION FAX MACHINE LINCOLN RM. 1, 3, 5 -- 20 1 3 4 1 20 3 NURSE CALL CABINET/PANEL 1 REC. NURSE STATION -- 20 1 5 6 1 20 -- TOUCHSCREEN RECS. REC. MED. PREP -- 20 1 7 8 1 20 -- REC. NOURISH STATION REC. MED. PREP -- 20 1 9 10 1 20 -- REC. NOURISH STATION REC. MED. PREP - 20 1 11 12 1 20 -- LINCOLN REC. RM. 2, 4, 6 WASHINGTON RM. 4, 6, 8 -- 20 1 13 14 1 20 -- LINCOLN REC. RM. 8, 10, 12 WASHINGTON RM. 1, 2, 3 -- 20 1 15 16 1 20 -- LINCOLN REC. RM. 7, 9, 11 WASHINGTON RM. 5, 7, 9 -- 20 1 17 18 1 20 -- SPARE LIGHT NURSES STATION -- 20 1 1 19 20 1 20 -- QUADS IN CONE. PHONE SPACE 21 22 1 20 -- LIGHT ELECTRICAL RM. SPACE -- - - 23 24 1 20 -- PROJECTOR PLUG EDUC. RM. REC. ROOM 23, 22 20 1 25 26 1 20 -- LIGHTING SPACE 23 REC. ROOM 21, 19, 20 - 20 1 27 28 1 20 -- LIGHTING SPACE 9 REC. ROOM 14, 21 -- 20 1 29 30 1 20 1 LIGHTING - BISTRO 1032 REC. -- 20 1 31 32 - - - SPACE REC. ROOM 5, 6 -- 20 1 33 34 - - -- SPACE REC. - 20 1 35 36 - - -- SPACE REC. ROOM 9 -- 20 1 37 38 3 30 ROOM 8, 4, 3, 10, 2, 1, 6, 7, 12 -- 20 1 39 40 - - -- ----- ROOM 25, 15, 29, 18, 24, 14, 21 -- 20 1 41 42 - - -- ----- SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS. - TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: 1. NEW LOAD ADDED IN THIS PROJECT. 2. 3. 4. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. studio California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEPSIFP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: 64601 No. • =* STATE OF w. �s`S/ONA -11;"ore 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3089 M 4072111 FAX 407.24111111111114 http: //w .velflacam E-Mal to: pelOpelfla. JOB /_ 16316 Copyrlghl - All ideas, designs, methods and plans indicated or represented by this drawerg ore owned by and the property of Penlnsulo Engineering, Inc. and were created, Id and d-laped for use an and In corm«;liar, with the specified project. None of the Idcua, designs, arrangements, methods or plane shall be used by or dlaclmed to any person, fl- or corporation for any purpose whatsoeswr without the written permission of Peninsula EngeerM ln+q, Inc. a It 11'Igk Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: PANEL SCHEDULES EXISTING CONDITION EXISTING CONDITION EXISTING CONDITION EQ2 NtA FC2 REVISED CONDITION REVISED CONDITION EQ2 FC2 E7mOl © 2016 Studio+1 studio California I Florida EXISTING CONDITION PANELBOARD SCHEDULE: C BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 225 AMPS: — — M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ-D NQOD NEMA 1 kAIC 10 PANEL OVERLOAD 50 AMPS: — PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: EDP LOCATION: AS SHOWN N T IDENTIFICATION LOAD (AMPS) C.B. AMP w J 'a CKT. N0. CKT. N0. w � a C.B. AMP LOAD AMPS (AMPS) IDENTIFICATION N AO BO Co A� B0 C� EISENHOWER REC. RM. 7-11 -- 20 1 1 2 1 20 - REC. MED. PREP EISENHOWER REC. RM. 8-12 -- 20 1 3 4 1 20 REC. RM. 151 & 152 EISENHOWER REC. RM. 2, 4, 6 _ -- 20 1 5 6 1 20 Z' _ �" ; - - JACKSON REC. RM. 8, 10, 12 EISENHOWER REC. RM. 1-5 -- 20 1 7 8 1 20 -- , JACKSON REC. RM. 5, 7, 3 REC. NURSES STATION -- 20 1 9 10 1 20 �"A N -- JACKSON REC. RM. 2, 4, 6 REC. NOURISH 111 -- 20 1 11 12 1 20 4 .E -- JACKSON REC. RM. 1, 3 ADAMS REC. RM. 1, 2, 4 -- 20 1 13 14 1 20 --1 ADAMS REC. RM. 8, 9, 11 ADAMS REC. RM. 3-7 —` -- 20 1 15 16 1 20 -- ADAMS REC. RM. 10, 13 REC. NURSES SUB STATION LIGHT NURSES STATION -- 20 20 1 1 17 19 18 20 1 1 20 20 -- REC. NOURISHMENT 125 REC. MED. PREP RM. LIGHT ELECTRICAL RM. LIGHT NURSES STATION ----- -- -- -- 20 1 21 22 1 20 -- t LIGHT PHYSICAL THERAPY 20 20 1 1 23 25 24 2.6 1 1 20 20 " " -- - -- NURSE CALL MASTER STATION REC. TTB 1 DUCT HEATER LIVING RM. -- 30 2 27 28 1 20 -- TOUCHSCREEN POWER -- --- - - -- - 20 - 3 29 31 30 32 1 1 20.. 20 -- -- REC. (FAX MACH.) CLEAN UTILITY ----- VACUUM PUMP ----- -- - - 33 34 - - - SPACE ----- -- - - 35 36 - - -- SPACE SPACE -- - - 37 38 - - -- SPACE SPACE -- - - 39 40 - - -- SPACE SPACE -- - - 41 42 - - -- SPACE SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: 1, UTILIZE EXISTING BREAKER TO FEED NEW NURSE CALL SYSTEM. 2. 3. 4. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. REVISED CONDMON PANELBOARD SCHEDULE: _ C BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN [I EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ VOLTS: 120 208 3 0 4 WIRE PANEL_ RATED 0 225 AMPS: — M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ-D NQOD NEMA 1 kAIC 10 PANEL OVERLOAD 50 AMPS: — PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED El EQUIPMENT I] FED FROM: EDP LOCATION: AS SHOWN N 0 T IDENTIFICATION LOAD (AMPS) C.B. AMP �� J p a CKT. NO. CKT. N0. w � p a C.B. AMP LOAD AMPS (AMPS) IDENTIFICATION N O T AO 80 Co AO BO CO EISENHOWER REC. RM. 7-11 -- 20 1 1 2 1 20 -- REC. MED. PREP EISENHOWER REC. RM. 8-12 -- 20 1 3 4 1 20 -- REC. RM. 151 & 152 EISENHOWER REC. RM. 2, 4, 6 -- 20 1 5 6 1 20 -- JACKSON REC. RM. 8, 10, 12 EISENHOWER REC. RM. 1-5 -- 20 1 7 8 1 20 -- JACKSON REC. RM. 5, 7, 3 REC. NURSES STATION -- 20 1 9 10 1 20 -- JACKSON REC. RM. 2, 4, 6 REC. NOURISH 111 - - 20 1 11 12 1 20 -- JACKSON REC. RM. 1, 3 ADAMS REC. RM. 1, 2, 4 -- 20 1 13 14 1 20 -- ADAMS REC. RM. 8, 9, 11 ADAMS REC. RM, 3-7 - 20 1 15 16 1 20 -- ADAMS REC. RM. 10, 13 REC. NURSES SUB STATION -- -- 20 1 17 18 1 20 -- REC. NOURISHMENT 125 LIGHT NURSES STATION 20 1 19 20 1 20 REC. MED. PREP RM. LIGHT ELECTRICAL RM. -- 20 1 21 22 1 20 LIGHT PHYSICAL THERAPY LIGHT NURSES STATION -- 20 1 23 24 1 20 _ 3 NURSE CALL MASTER STATION 1 ------ -- 20 1 25 26 1 20 REC. TTB DUCT HEATER LIVING RM. -- 30 2 27 28 1 20 _ TOUCHSCREEN POWER ----- VACUUM PUMP -- -- - - 29 30 1 20 ;. -- REC. (FAX MACH.) CLEAN UTILITY 20 3 31 32 1 20 -- ----- -- - -- - -- 33 34 - - -- SPACE ----- -- - - 35 36 - - -- SPACE SPACE -- - - 37 38 - - -- 771 SPACE SPACE 39 1 40 - - - SPACE SPACE -- - - 41 42 - - -- SPACE SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: -- - MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE:—__. TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: 1. UTILIZE EXISTING BREAKER TO FEED NEW NURSE CALL SYSTEM. 2. 3. 4. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. EXISTING CONDITION PANELBOARD SCHEDULE: N3A SEC. 3 VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 400 TYPE: SQ-D NQOD NEMA 1 kAIC 22 PANEL OVERLOAD 350 — PROTECTION FED FROM: MSB LOCATION: AS SHOWN BOLT -ON ■ PLUG-IN ❑ AMPS: M.C.B: ❑ AMPS: M.L.O: ■ NEW ❑ SINGLE PANEL ■ EXISTING ■ DOUBLE PANEL ❑ INDOOR ■ SURFACE ■ OUTDOOR ❑ RECESSED ❑ NORMAL ■ CRITICAL ❑ LIFE SAFETY ❑ EQUIPMENT ❑ T IDENTIFICATION LOAD (AMPS) C.B. AMP J a CKT. N0. CKT. N0. J o a C.B. AMP LOAD (AMPS) IDENTIFICATION N T AO BO C� AO BO C� EISENHOWER LIGHT RM. 1-5 -- 20 1 85 86 2 20 -- JACKSON PTAC-D 4 EISENHOWER LIGHT RM. 7-11 -- 20 1 87 88 - - -- ----- JACKSON PTAC-D 2 -- 20 2 89 90 2 0 -- EISENHOWER PTAC-D 1 ----- - - 91 92 - -- EISENHOWER PTAC-D 3 -- 20 2 93 94 2 0 j20 -- ` ° EISENHOWER PTAC-A 5 ----- -- - - 95 96 - -- ----- EISENHOWER PTAC-A 7 -- _ 20 2 97 98 2 -- EISENHOWER PTAC-D 9 ----- -- - - 99 100 - - -- ----- EISENHOWER PTAC-D 11 -- 20 2 101 102 2 20 -- EISENHOWER PTAC-D 12 ----- -- - - 103 104 - EISENHOWER PTAC-D 10 -- 20 2 105 106 2 20 -- EISENHOWER PTAC-C 8 ----- -- - - 107 108 - - --- ----- EISENHOWER PTAC-C 6 -- 20 2 109 110 2 20 -- EISENHOWER PTAC-D 4 ----- - - 111 112 EISENHOWER PTAC-2 -- 20 2 113 114 1 20 -- LIGHT RMS. 143 & 142 ----- -- - - 115 116 1 20 -- LIGHT RMS. 141 & 140 LIGHTING ATTIC -- 20 1 117 118 3 20 -- EF-1 REC. DIR ACTIVITIES -- 20 1 119 120 - - -- ----- REC. HYDROTHERAPY -- 20 1 121 122 - - -- ----- RECEPS. -- 20 1 123 124 1 20 -- REC. BEAUTY SHOP SPACE 125 126 1 20 -- REC. BEAUTY SHOP SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- TOTAL AMPS "B" PHASE: --- TOTAL AMPS "C" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: TOTAL CONNECTED kVA: TOTAL DEMAND kVA/AMPS: --- --- ---/--- NOTES: 1. PANEL IS SHOWN FOR REFERENCE ONLY. 2. 3. 4. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. EXISTING CONDITION PANELBOARD SCHEDULE: N313 VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 225 TYPE: SQ-D NQOD NEMA 1 kAIC 10 PANEL OVERLOAD 225 — PROTECTION FED FROM: MSB LOCATION: AS SHOWN BOLT -ON ■ PLUG-IN ❑ AMPS: M.C.B: ❑ AMPS: M.L.O: ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ INDOOR ■ SURFACE ❑ LIFE SAFETY ❑ OUTDOOR ❑ RECESSED ■ EQUIPMENT ❑ N 0 T IDENTIFICATION LOAD (AMPS) C B. AMP W p a CKT. NO. CKT. NO. J o a C.B. AMP LOAD (AMPS) IDENTIFICATION N AO BO CO A� Btb C� ADAMS REC. RM. 4 -- 20 1 1 2 1 20 -- ° r ADAMS REC. RM. 7 ADAMS REC. RM. 4 -- 20 1 3 4 1 20 - ADAMS REC. RM. 7 ADAMS REC. RM. 2 -- 20 1 5 6 1 20 -- ADAMS REC. RM. 5 ADAMS REC. RM. 2 -- 20 1 7 8 1 20 -- ADAMS REC. RM. 5 ADAMS REC. RM. 1 -- 20 1 9 10 1 20 -- ADAMS REC. RM. 3 ADAMS REC. RM. 1 -- 20 1 11 12 1 j 20 -- ADAMS REC. RM. 3 ADAMS REC. RM. 11 -- 20 1 13 14 1 20 -- ADAMS REC. RM. 8 ADAMS REC. RM. 11 - 20 1 15 16 1 20 ADAMS REC. RM. 8 ADAMS REC. RM. 13 -- 20 1 17 18 1 20 -- ADAMS REC. RM. 6 ADAMS REC. RM. 13 -- 20 1 19 20 1 20 -- ADAMS REC. RM. 6 ADAMS REC. RM. 10 -- 20 1 21 22 1 20 - ADAMS REC. RM. 9 ADAMS REC. RM. 10 -- 20 1 23 24 1 20 -- ADAMS REC. RM. 9 CU-2 -- 30 3 25 26 3 40 -- CU-3 ----- -- 27 28 ----- -- - - 29 30 - - EF-3 -- 20 1 31 32 1 20 -- EF-4 ADAMS REC. CORRIDOR -- 20 1 33 1 34 1 20 -- REC. NOURISHMENT RM. 125 AHU-2 -- 20 3 35 36 1 1 20 -- REC. MEDICAL PREP RM. 124 ----- -- - - 37 38 3 20 -- AHU-3 ----- -- - - 39 40 - - - ----- REC. COURTYARD -- 20 1 41 42 - - -- ----- SUBTOTAL AMPS -- -- -- -- - SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- TOTAL AMPS "B" PHASE: --- TOTAL AMPS "C" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL CONNECTED kVA: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: 1. PANEL IS SHOWN FOR REFERENCE ONLY. 2. 3. 4. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P 239 357 4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 REVISIONS: o -, G.l SPA ,11�f's, 2016 AI_DEN ROAD OF1WrD0, FLORIDA 32603 CA 3069 Ypf� 107.21VON ; FAX 407116M64 http://v .ppollim m E—Mal to: pe*peMmc JOB & 16316 Copyright - All idea% da.igna, method. and plans indicated or represented by this drowhg are owned by and the property of Pminsula F nglneering, Inc.and were created, a 1a .d and d—I ped for use on and In cona-11 n wllh the p'lfled prolect. None of the c— dasign., onangumanl., method. m plann tA,all be used by or disclosed to any pa,..r firm or corporation for any purpox what- >c without the written penan Ian ,I f........1. Engineering, Inc. /1 t ENGINEER --RBI A � - No.64601 STATF OF NAL ill 1111 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: PANEL SCHEDULES EXISTING CONDITION EXISTING CONDITION C N3A REVISED CONDITION EXISTING CONDITION C N36 E7mO2 C> 2016 Studio 1 studio EXISTING CONDITION PANELBOARD SCHEDULE: NX SECT. 1 BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ PLUG-IN El EXISTING ■ DOUBLE PANEL El CRITICAL El 120 208 3 4 WIRE PANEL RATED ® 400 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ❑ LIFE SAFETY ❑ TYPE: SQ-D NQOD NEMA 1 kAIC 22 PANEL OVERLOAD 225 AMPS: PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED ■ EQUIPMENT ❑ FED FROM: MSB LOCATION: PHYSICAL THERAPY N O T IDENTIFICATION LOAD (AMPS) C.B. AMP w � CKT. N0. CKT. N0. w � a C.B. AMP LOAD (AMPS) ( IDENTIFICATION N 0 T A� BO C� A� BO C� REC. PHYSICAL THERAPY -- 20 1 1 2 1 20 -- REC. PHYSICAL THERAPY REC_ OFFICE -- , ..... 20 1 3 4 1 20 -- THERAPY DIRECTOR REC. HYDROTHERAPY -- 20 1 5 6 1 20 -- EF-9 REC. PHYSICAL THERAPY -- 20 1 7 8 1 20 -- ,r,Y �. LIGHT PHYSICAL THERAPY EWC -- 20 1 9 10 1 20 -- =' LIGHT PHYSICAL THERAPY 1 AHU-1 12 20 3 11 12 1 20 - SPARE ----- 12 - - 13 14 2 20 -- JACKSON PETEC-1 - 12 - - 15 16 - - -- LIGHT PHYSICAL THERAPY -- 20 1 17 18 2 20 -- JACKSON PETEC-12 LIGHT CORRIDOR 145 -- 20 1 1 19 20 - - -- ----- JACKSON PTAC-C 11 -- 20 2 21 22 2 20 -- JACKSON PTAC 8 23 24 - JACKSON PTAC-C 9 -- -- 20 - 2 - 25 27 26 28 2 - 20 - -- JACKSON PTAC 10 ----- JACKSON PTAC-C 7 -- 20 2 29 30 2 20 -- JACKSON PETEC-6 ----- -- - 31 32 - JACKSON PTAC-C 5 - - 20 2 33 34 1 20 -- LIGHTING ----- _ -- - - 35 36 1 20 -- LIGHTING JACKSON PTAC-C 3 -- 20 2 37 38 3 40 -- CV-1 ----- -- - - 39 40 COURTYARD LIGHTS -- 20 1 1 41 42 - - -- -- --- SUBTOTAL AMPS -- - -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES; 1. LOAD FOR AHU-1 MOTOR/CONTROLS WILL BE TRANSFERRED TO EQUIPMENT BRANCH PANEL EQ2. TURN OFF BREAKER AND LABEL SPARE. UNIT HAS A DUAL POINT CONNECTION HEAT/CONDENSER FED FROM ANOTHER CIRCUIT. REVISED CONDITION PANELBOARD SCHEDULE: N3C SECT. 1 VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 400 TYPE: SQ-D NQOD NEMA 1 kAIC 22 PANEL OVERLOAD 225 — PROTECTION FED FROM: MSB LOCATION: PHYSICAL THERAPY BOLT -ON ■ PLUG-IN ❑ AMPS: M.C.B: ❑ AMPS: M.L.O: ■ NEW ❑ SINGLE PANEL ■ EXISTING ■ DOUBLE PANEL ❑ INDOOR ■ SURFACE ❑ OUTDOOR ❑ RECESSED ■ NORMAL ■ CRITICAL ❑ LIFE SAFETY ❑ EQUIPMENT ❑ T IDENTIFICATION LOAD AO (AMPS) C B. BO CO AMP o a CKT. NO. CKT. NO. J o a C.B. AMP LOAD (AMPS) IDENTIFICATION N T A0 B� Cab REC. PHYSICAL THERAPY -- 20 1 1 2 1 20 -- REC. PHYSICAL THERAPY REC. OFFICE -- 20 1 3 4 1 20 ':' -- THERAPY DIRECTOR REC. HYDROTHERAPY -- 20 1 5 6 1 20 -- EF-9 REC. PHYSICAL THERAPY -- 20 1 7 8 1 20 -- LIGHT PHYSICAL THERAPY EWC -- 20 1 9 10 1 20 -- LIGHT PHYSICAL THERAPY 1 SPARE -- 20 3 11 12 1 20 -- SPARE - -- - - 13 14 2 20 - - JACKSON PETEC-1 - -- - - 15 16 - - -- ----- LIGHT PHYSICAL THERAPY -- 20 1 17 18 2 20 -- JACKSON PETEC-12 LIGHT CORRIDOR 145 -- 20 1 19 20 - - -- ----- JACKSON PTAC-C 11 -- 20 2 21 22 2 20 1 JACKSON PTAC 8 ----- -- - - 23 24 - - - JACKSON PTAC-C 9 -- 20 2 25 26 2 20 JACKSON PTAC 10 ----- -- - - 27 28 - - - ----- JACKSON PTAC-C 7 -- 20 2 29 30 2 20 -- JACKSON PETEC-6 ----- -- - - 31 32 - - JACKSON PTAC-C 5 -- 20 2 33 34 1 20 -- LIGHTING ----- -- - - 35 36 1 20 -- LIGHTING JACKSON PTAC-C 3 -- 20 2 37 38 3 40 - - CV-1 ----- -- - I - 1 39 40 - - -- COURTYARD LIGHTS -- 20 1 1 1 41 1 42 - - -- ----- SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- TOTAL AMPS "B" PHASE: --- TOTAL AMPS "C" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: TOTAL CONNECTED kVA: TOTAL DEMAND kVA/AMPS: --- --- ---/--- NOTES: 1. LOAD TRANSFERRED IN THIS PROJECT. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. EXISTING CONDITION PANELBOARD SCHEDULE: K BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 600 AMPS: M.C.B: ❑ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ-D I -LINE NEMA 1 kAIC 65 PANEL OVERLOAD 600 AMPS: — PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: MSB LOCATION: KITCHEN T IDENTIFICATION LOAD (AMPS) C.B. AO B� Co AMP � p a CKT. N0. CKT. N0. w o a C.B. AMP LOAD (AMPS) IDENTIFICATION N 0 T AO BO CO SPARE -- 20 3 1 2 3 30 -r SPARE - -- - - 3 4 - - -- - - -- - - 5 6 - - -- - WASHER 11 20 3 7 8 3 30 21 DRYER 9- - 11 WASHER 11 20 3 13 14 3 30 21 DRYER - 11 - - 15 16 - - 21 - 11 - - 17 18 - - 21 - REFRIG. 18 30 3 19 20 3 30 21 UNKNOWN LOAD - 18 - - 21 22 - - 21 - - 18 - - 23 24 - - 21 - ----- -- 20 1 25 26 1 20 3 FLOOR REC. WORK TABLE E 20 1 27 28 3 20 11 DISHWASHER ----- _ -- - 1 29 30 - - 11 - GARBAGE DISPOSAL 6 20 3 31 32 11 - - 6 - - 33 34 1 20 3 110V UNDERHOOD - 6 - - 35 36 1 - -- SPACE REFRIG. 10 20 1 37 38 1 1 20 3 REC. ROOFTOP COOLER 10 20 1 39 40 2 50 20 RANGE 1 ICE MACHINE 10 20 1 41 42 1 - - 20 - SUBTOTAL AMPS 56 62 56 80 97 94 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 136 MAXIMUM CONNECTION PHASE AMPS: 159 TOTAL AMPS "B" PHASE: 159 TOTAL CONNECTED kVA: 57 TOTAL AMPS "C" PHASE: 150 TOTAL DEMAND kVA/AMPS: 57 159 NOTES: 1. PROVIDE A NEW 50A/2P SQUARE D TYPE HG BREAKER IN THIS SPACE. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. REVISED CONDITION PANELBOARD SCHEDULE: K VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 600 SQ-D I -LINE NEMA 1 kAIC 65 PANEL OVERLOAD 600 — PROTECTION FED FROM: MSB LOCATION: KITCHEN BOLT -ON ■ PLUG-IN ❑ AMPS: M.C.B: ❑ AMPS: M.L.O: ■ NEW ❑ SINGLE PANEL ■ EXISTING ■ DOUBLE PANEL ❑ INDOOR ■ SURFACE ■ OUTDOOR ❑ RECESSED ❑ NORMAL ■ CRITICAL ❑ LIFE SAFETY ElTYPE: EQUIPMENT ❑ N T IDENTIFICATION LOAD (AMPS) C.B. AMP ' a. CKT. N0. CKT. N0. J a C.B. AMP LOAD (AMPS) IDENTIFICATION A0 Bib C� N OT AO BO CO SPARE -- 20 3 1 2 3 30 - SPARE - -- - - 3 4 - - -- - -- - - 5 6 - - -- - WASHER 11 20 3 7 8 3 30 21 DRYER 9 10 - - 21 - - 11 12 - - 21 - WASHER 11 20 3 13 14 3 30 21 DRYER 15 16 - - 21 - - 17 18 - - 21 - REFR;G. 18 30 3 19 20 3 30 21 UNKNOWN LOAD - 18 - - 21 22 - - _. 21 - - 23 24- ----- -- 20 1 25 26 1 20 3 FLOOR REC. WORK TABLE 6 20 1 27 28 3 20 11 DISHWASHER ---- -- - 1 29 30 - - 11 - CARBAGE DISPOSAL 6 20 3 31 32 - - 11 - - 6 - - 33 34 1 20 3 110V UNDERHOOD - 6 - - 35 36 1 - -- SPACE REFRIG. 10 20 1 37 38 1 20 3 REC. ROOFTOP COOLER 10 20 1 39 40 2 50 20 RANGE 1 ICE MACHINE 10 20 1 41 42- SUBTOTAL AMPS 56 1 62 1 56 80 97 94 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 136 TOTAL AMPS "B" PHASE: 159 TOTAL AMPS "C" PHASE: 150 MAXIMUM CONNECTION PHASE AMPS: TOTAL CONNECTED kVA: TOTAL DEMAND kVA/AMPS: 159 57 57 159 NOTES: 1. PROVIDE A NEW 50A/2P SQUARE D TYPE HG BREAKER IN PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. THIS SPACE. EXISTING CONDITION PANELBOARD SCHEDULE: NX SEC. 2 BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120 208 3 0 4 WIRE PANEL RATED 0 400 AMPS: M.C.B: ElINDOOR ■ SURFACE ElLIFE SAFETY ❑ TYPE: SQ-D NQO NEMA 1 kAIC 22 PANEL OVERLOAD 225 AMPS: — PROTECTION M.L.O: ■ OUTDOOR ❑ RECESSED ■ EQUIPMENT ❑ FED FROM: PANEL N3C SEC. 1 LOCATION: PHYSICAL THERAPY N IDENTIFICATION LOAD AMPS (AMPS) C.B. AMP w O a CKT. NO. CKT. NO. w O a C.B. AMP LOAD (AMPS) IDENTIFICATION N 0 AO BO Co AO BO COC� ADAMS PTAC-C 10 -- 20 2 43 44 2 20 -- '` ADAMS PTAC-B 8 - -- - - 45 46 - - -- - ADAMS PTAC-B 6 -- 20 2 47 48 2 20 -- ADAMS PTAC-B 4 - -- - - 49 50 - - -- - ADAMS PTAC-B 2 -- 20 2 51 52 2 20 -- ADAMS PTAC-C 13 - -- - - 53 54 - - -- - ADAMS PTAC-C 11 -- 20 2 55 56 2 20 -- ADAMS PTAC-C 9 - -- - - 57 58 - - -- - ADAMS PTAC-C 7 - - 20 2 59 60 2 20 -- ADAMS PTAC-C 5 - -- - - 61 62 - - -- - ADAMS PTAC-C 3 -- 20 2 63 64 2 20 -- ADAMS PTAC-C 1 - -- - - 65 66 -- - REC. - CHARTING -- 20 1 67 68 2 40 -- WELL REC. - CHARTING -- 20 1 69 70 - - - - - 1 AHU-1 HEAT STRIP 41.6 60 3 71 72 3 50 -- AHU-3 HEAT STRIP 41.6 - - 73 74 - - - - 41.6 - - 75 76 - - -- - AHU-2 HEAT STRIP -- 30 3 77 1 78 1 20 -- SIGN/CONTROLLER - -- - - 79 80 1 1 20 -- ----- - -- - - 81 82 1 20 -- REC. KIOSK SPARE -- 20 1 83 84 1 - -- ----- SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE- --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- N OTES: 1. EXISTING AHU-1 HEAT/CONDENSER SHALL BE SALVAGED AND UTILIZED IN THE RENOVATION FOR NEW AHU. UNIT HAS A DUAL POINT CONNECTION HEAT/CONDENSER FED FROM ANOTHER CIRCUIT. NO NEW LOAD ADDED TO PANEL. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P.303.773.0436 F:303.773.0053 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 CA 3061a 101 401111.1/M ; FAX 4W24/.1fl14 htty: //www.pp.ma.corr, E—Yal to: p=-_11aaom JOB it 1E31a Copyright — AJI ideaa, design% methods and plane indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created. ewlved and dewJoped for use an and In connection with the speclfled project. None of the idea% dalgna, ananganenla, methods er plans andl be used by or dixlosed to any person, fimn er Corporation far any purpose whatsoever without the written permission of Peninsula Engin ierlml Inc 4pOr1/J^ _ - �+lJ 16aht REVISIONS: %%,It%i,1 61 111 mrFofy E N G I IUE ' r No.64601 �o t STATE OF or ©•r��;��ORIVP: k'a S � ,// '/0NA' e��``� 1 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS_ 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: PANEL SCHEDULES EXISTING CONDITION N3C SECT. 1 REVISED CONDITION N3C SECT. 1 EXISTING CONDITION K REVISED CONDITION K EXISTING CONDITION N3C SECT. 2 E7mO3 (c) 2016 Studio I c:;t dio+ California I Florida er FEEDER VOLTAGE DROP SCHEDULE FEEDER/BRANCH FEDER P SIIZZEE �SE #SE/ DROP VOLT E VOLT 75 1D 230 20 20830 20 (1) SET #8CU 3.301 1.59 D 220 50 208/�120 (1) SET #4CU 4.157 2.00 NOTES: 1. ALL FEEDERS BASED ON 75 DEGREE RATING. 2. PROVIDE AND INSTALL 75 DEGREE TERMINATIONS ON ALL TERMINATIONS, PER N.E.C., INCLUDING TERMINATIONS ON EQUIPMENT. 3. PROVIDED BY OTHER DIVISIONS AND/OR SECTIONS OF THE CONTRACT DOCUMENTS. 4. FEEDERS SHALL COMPLY WITH FBC 13-413 AND BE NO MORE THAN 2% VOLTAGE DROP. 5. BRANCH CIRCUITS SHALL COMPLY WITH FBC 13-413 AND BE NO MORE THAN 3% VOLTAGE DROP AS PER FBC 13-413. 6. VOLTAGE DROPS CALCULATED AT 100% OF OVERCURRENT DEVICE RATING. 7. VOLTAGE DROP IS NOT CALCULATED FOR FEEDERS OF 100' OR LESS. 8. VOLTAGE DROP CALCULATIONS BASED ON COPPER CONDUCTORS. SHUNT QUICK CONNECT KIRK -KEY TRIP CABINET N-3R _ _ r - -1-- TEMPORARY ROLL -UP GENERATOR - LEVEL 1 L I ( 1 ENERATOR INCLASS A EMERGENCYCLASS 11 T 800A41TMPORARY 1I 1800A� 1 r ATTENUATED ENCLOSURE. 1 i (KL -CK1 { ( 277/480V 30, N-3R, 150 MPH W/72HR. I 1 ( I rl-800A� SUB -BASE DIESEL FUEL TANK �� I--i N � =a1 I I--�---a� - - 1 0 0 0 6 SETS (4)400MCM - 4"C. EXISTING DUKE ENERGY I 40 6 SETS (4)400MCM, TEMPORARY FEEDERS UTILITY TRANSFORMER I I I (1)250MCM GND. - 4"C. 120/208V, 3o I 1 I 62,240A 1 ram, METER EXISTING 1 I 300 KVA 1 1 XFORMER ( �I� I I MSB 2000/3-------------------------------------------------61476A I 1 � C--1-T:1 I I I I I f ---T-------7---T---F--7--------F__7-----7---I L - - - - - -J I I I I I 1800A� 600/3 400/3 400/3 200/3 100/3 400/3 200/3 400/3 60/3 200/3 1 1 1 I 1 N +E a-a1 I 600A 4 300A 225A 4 150A 4 d 100A 4350A 4 125A 4 225A 4 60A 200AO 1 I I I UGAf '-1a---_Y---T--------Y�--- -------------- -- ----- -- ---� I I I I I I 1 17492 _ 1 I I I I I 1 L---------------- i L-------------tl-J f � r1T T--I 171-I r.1-1 r J'T-T--I rJ__l 1_�J_ rl7 I I i 50A/2P 1 i 11 PNL I PNL I PNL I I PNL I I PNL I I PNL I PNL I PNL I I PNL I I PNL I PNL ( I PNL I 1 N1A N1A N1A N16 N2A N3A N3A N3A N3B N3C N3C FLS #3/0 CU TO 30' x 3/4" I #3/0 ( L _ J LSEC.IJ SEC.21 _L EC.J L T J L - J L EC.1� S- -L EC.J L _ J L EC.1� EC. I L - J I COPPER WELD GROUND ROD I AWG I PNL 1 W/CADWELD CONNECTION 1 �- - - - - - - - - - - 1 K 1 I 1 rPNL , 1 1 3-#4,1-#8GND. - 1-1/4"C. i FC3 ----J I I L_J ------ - - - - ------ �- o--------� I 2 I - � AWG 1 � 1 1 60KW/75KVA (208A) 120/208V, 30 RANGE F I-j WCR A -- 11J O ri G I 00,000A I I ATSO I 6'- I Or� 1 24419 L_1__J © �225A PNL- - - _I EDP119036 r----------�4 4D-A-----, 1 r----��QA- I I I r1Ax J I I I I 1 I I PNL I EQ2 1 1 SEC.2 1 rPNL rPNL , rPNL -r rPNL , rPNL 1 FLS2 1 1 LS I I EQ I I I C I I FC2 1 L_J L_J _ L_J L-J LIFE SAFETY LIFE SAFETY EQUIPMENT CRITICAL CRITICAL 624 12669 715 POWERESRISER DIAARE EXISTING GRAM REMAIN. DASHBOLD LINES ARE NEW. AHU-1 3-#8,1-#10GND. - 3/4"C. GENERAL NOTES: 1. REFER TO PANEL SCHEDULES, EQUIPMENT SCHEDULES/DETAILS/PARTIAL RISER DIAGRAM FOR MORE INFORMATION. 2. RISER DIAGRAM IS DIAGRAMMATIC AND INTENDS TO SHOW THE REQUIRED CONNECTIONS. FIELD COORDINATE EXACT CONDUIT ROUTING AND EQUIPMENT LAYOUT PRIOR TO ROUGH IN. ALL NEW WORK IN THIS PROJECT MAY NOT BE SHOWN ON THIS SHEET. REFER TO RENOVATION PLANS FOR ADDITIONAL WORK. 3. COORDINATE ALL DEVICE LOCATIONS WITH MECHANICAL 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 RED FOR CRITICAL AND BLACK 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, ELECTRIC DOORS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS/RIVETS OR APPROVED CEMENT/ADHESIVE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 7. PROVIDE CABLE REDUCERS AS REQUIRED TO COORDINATE OVERSIZED PHASE/NEUTRAL/GROUND CONDUCTORS WITH TERMINATION LUG SIZE OR PROVIDE TERMINATION LUGS SIZED FOR FEEDERS. 8. NO SERIES RATING FAULT CURRENT ALLOWED. KEYED NOTES- O1 EXISTING WIRE/CONDUIT. 4#4/0, 1#4GND, 2-1/2"C.. O2 EXISTING FUEL TANK IS AN UNDERGROUND 1200 GALLON PROPANE TANK. 0 A 30 DAY LOAD STUDY ON ATS WAS PERFORMED. EXISTING EMERGENCY LOAD = 105.83A / 38.1 KVA x 1.25 = 132.3A / 47.6KVA. PREVIOUS LOAD FOR PANEL EQ(EQUIP) = 36A / 13KVA PREVIOUS LOAD FOR PANEL FC2(CRITICAL) = 20A / 7.2KVA NEW LOAD FOR PANEL EQ2 (EQUIP) = 12A/4.3KVA OTOTAL NEW LOAD = 200A / 72KVA. 4 PROPANE FUEL TANK IS SIZED FOR 72 HOURS OF RUNTIME 100% LOAD. (1 GALLON PROPANE = 35.97CF) 1200 GALLONS X 35.97CF = 43164CF/330CF PER HOUR (100% FUEL OCONSUMPTION PER MANUFACTURER = 130.8 HOURS. 5 EXISTING FUSES: BUSSMAN OFRS, 600V CLASS K5 200A FUSES. 6 EXISTING BREAKER ON GENERATOR 225A (100% RATED) SQ-D POWER PACT TYPE JD 3.2 ELECTRONIC BREAKER WITH LI SETTINGS. SET AS FOLLOWS: LR = 225A TR=4 U = 10 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. ME_ 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 -w=Donn Mwa WNWA uMt ham 4 E-Mel toe JOB � leste Copyright - NI Ideas, designs, methods and pia" Indicated or row prited by this dr-* prl we owed by and the proy of Peninsula Englnesr*4 Ina and were awoted, evolved and developed for use on and In connection with the peclMd project. None of the Weas, designs methodsowangements, methaor plans shop be used by or disclosed to any persm, fkm or corporation for any Purpose whatscowr without the written permisstarn of Peninsula Englneaft Inc. o _ _ _ REVISIONS: ENG1,Rn' :. f No.64601 STATE OF �°asVaS�ONAI. E�e%�"� ►►aria t Vjjcj(1 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY . PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: POWER RISER DIAGRAM E8mOl 0 2016 Studio+I f- DEVICE MOUNTING HEIGHTS (PER NFPA) NOTE:MEASUREMENTS 3' (MIN) 4" SHOWN ARE TO THE CEILING CLOSEST EDGE OF THE DETECTOR CEILING MOUNTED HVAC SUPPLY OR ACCEPTABLE MOUNTING 24" TO TOP OF LENS SMOKE/HEAT RETURN DUCT 4» MIN DISTANCE DETECTOR NEVER MOUNT HANDICAP SMOKE/HEAT 12" (MAX) BEDROOM STROBE AUDIO/VISUAL & DETECTOR HERE • • VISUAL 0 ONLY DEVI , WALL MOUNTED 96" MAX (NFPA) DETECT/OREAT SYNCHRONIZE MORE ABOVE FINISHED FLOOR THAN TWO APPLIANCES TO EXIT DOOR IN ANY FIELD OF VIEW 5' (MAX) SIDE WALL DOOR FINISHED WALL WIDTH LESS O 6"J " 80" (ADA) 80" MIN. (NFPA) MANUAL PULL MAGNETIC STATION DOOR HOLIER • F ALM FIRE PHONE c ® O JACK NOWEFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS 48" MAX (ADA) FOR BACKBOX MOUNTING HEIGHT 42" MIN/54", MAX (NFPA) FINISHED NONE DEVICE MOUNTING FIRE ALARM SYSTEM CABLE LEGEND MARK DESCRIPTION PURPOSE OA 2 CONDUCTOR 18AWG FPL IMITATION CIRCUIT BO 2 CONDUCTOR 14AWG FPL NOTIFICATION CIRCUITS 2 CONDUCTOR 16AWG TPS FPL ADDRESSABLE SIGNALING LINE CIRCUIT LOCATED AT BACKFLOW PREVENTER TO LOCK BOX AT REAR ENTRANCE DOOR g�-- REMOTE ANN. INSIDE REMOTE ANN. AT 24 FRONT ENTRANCE DOOR HOUR LOCATION(S) FARA FARA PROVIDE TWO SEPARATE RUNS OF 10 TWISTED PAIR CAT-5 CABLING. SEPARATE BY 6'-0" TO TTB FOR OFFSITE MONITORING TO CERTIFIED CENTRAL STATION 120VAC DEDICATED LIFE SAFETY CKT. FIRST FLOOR FLOW SWITCH TAMPER SWITCH All HEAT DETECTOR DUCT SMOKE DETECTOR SMOKE DETECTOR PULL STATION SMOKE DETECTOR PULL STATION SYSTEM OUTPUTS FIRE ALARM SYSTEM INPUT/OUTPUT MATRIX FACP ANNUNCIATION NOTIFICATION REQUIRED FIRE SAFETY CONTROL (COORDINATE WITH FACILITY AND EXISTING FIRE ALARM SYSTEM OPERATION) �� ' ��,'A SYSTEM INPUTS 1 FIRE ALARM SYSTEM AC POWER FAILURE 2 FIRE ALARM SYSTEM LOW BATTERY 3 OPEN CIRCUIT 4 GROUND FAULT 5 NOTIFICATION APPLIANCE CIRCUIT SHORT 6 BUILDING MANUAL PULL STATIONS 7 CORRIDOR SMOKE DETECTORS 8 AREA SMOKE DETECTORS 9 HVAC AIR DUCT SMOKE DETECTORS 10 AREA HEAT DETECTORS 11 HOOD OR ROOM FIRE SUPPRESSION SYSTEM ALARM 12 SPRINKLER TAMPER SWITCH 13 SPRINKLER WATER FLOW IN BUILDING 14 LEGALLY REQUIRED GENERATOR SYSTEM LOW FUEL 15 LEGALLY REQUIRED GENERATOR NOT IN AUTOMATIC 16 — 17 — 18 — TYPICAL NOTIFICATION APPLIANCE CIRCUIT. REFER TO FLOOR PLANS FOR DEVICE LOCATIONS. B NOTIFICATION CIRCUIT 75CD 75CD (X5) (X6) 75CD 75CD (X2) (X9) 75CD 75CD (X6) (X4) 75CD NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT 005 �000vvoouv�oomoo�oao ■■■■ems■■■■■a■��■■�■o a�■■■■e�oa■■tee■o■■■0 ■■moo■■�■■■Fe■■■■■■■■■� v�■�■■��a�aaao■■■m vovoov�vuv0oom0000a TYPICAL NOTIFICATION APPLIANCE CIRCUIT. REFER TO FLOOR PLANS FOR DEVICE LOCATIONS. B NOTIFICATION CIRCUIT 75CD 75CD (X5) (X6) 75CD 75CD (X2) (X9) 75CD (X6) (X7) FACP P FAS FAPS 120VAC DEDICATED LIFE SIEMENS FIREFINDER REMOTE POWER SUPPLY SAFETY REMOTE POWER SUPPLY ADDRESSABLE FIRE CKT. ALARM CONTROL PANEL HORIZONTAL RUNS REQUIRE A FIRE ALARM RISER DIAGRAM SEPERATION BETWEEN THE SUPPLY SCALE: NONE AND RETURN CABLES OF 4'0" (48") 1. RISER IS SHOWN FOR REFERENCE ONLY. MINIMUM e TYPICAL PATIENT ROOM NURSE CALL SYSTEM RISER DIAGRAM dd NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT TYPICAL NOTIFICATION APPLIANCE CIRCUIT. REFER TO FLOOR PLANS FOR DEVICE LOCATIONS. B NOTIFICATION CIRCUIT 75CD 75CD (X5) (X6) 75CD 75CD (X2) (X9) 75CD 75CD (X6) (X4) NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT 75CD 75CD B (X7) (X4) FAPS 120VAC DEDICATED LIFE REMOTE POWER SUPPLY SAFETY CKT. TYPICAL NOTIFICATION APPLIANCE CIRCUIT. REFER TO FLOOR PLANS FOR DEVICE LOCATIONS. B NOTIFICATION CIRCUIT 75CD 75CD (X5) (X6) 75CD 75CD (X2) (X9) 75CD 75CD (X6) (X4) 75CD 75CD (X7) (X4) FAPS REMOTE POWER SUPPLY NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT iE CALL RISER DIAGRAM NOTES: 1 WIRING SHALL BE RUN IN 1" CONDUIT STUBBED FROM DEVICE TO NEAREST ACCESSIBLE CEILING & J—HOOKS. 1 EQUIPMENT, INCLUDING BUT NOT LIMITED TO DEVICES, AND WIRING, AS WELL AS THE EQUIPMENT INSTALLATION AND SYSTEM RAMMING SHALL BE PERFORMED BY THE NURSE CALL VENDOR. .L ZONING AND ANNUNCIATION OF INDIVIDUAL AREAS SHALL BE COORDINATED WITH THE USERS PRIOR TO PROGRAMMING. .CORD DRAWINGS SHALL INDICATE EXACT ROUTING OF ALL CONDUIT, CONDUIT SIZES AND ALL PERTINENT INFORMATION. tudio+ California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEPUP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 • P:303.773.0436 F:303.773.0053 2me �OAD R�eos RA V= W 4 M04 E— dW /fa =a aom JOB � 113J/6 Copyrlpht — AM idsa4 oleo*% mebWe and ,lane Indloded or represented by this drasing are owned by and the property of Peninsula Engineering, Inc. and wens voted, evolved and developed for ues on and In connection withthe spaclfied project. None of the Ideas. deco% mangwnents. methods en pla s ehall be used by or disclosed to any Parson, firm or oarporaHon far any Purpose whatsoeven rlthout the wrNten parmlwlon of Peninsula �9�4Ina REVISIONS: sPAN ENG .•..... � : No• .� � cac G F e FLO?\ • : �: sSION Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE - SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: FIRE ALARM RISER DIAGRAM E8mO2 © 2016 Studio+ St dio+ California I Florida Electric Disconnect Box (if applicable) Inline/Wall Mount Fan Power (if applicable)' Twenty-five (25) feet of plenum rated wire is provided -e with both the inline fan and wall mounted fan option. 50AMP 250V GND Power Disconnect Box L1 208-220 VAC Black Mot I'r� ntled by C It��•nheck, By others ,,, � I I� U,rel's The fan needs to be connected with the provided 8" x 6" x 4" L3 208-220 VAC Red Hot NEMA 14-50 = >nciaci connector within the hood controls. See wiring diagram YO on page 15 for wiring information. Tt 208-220 VAC Black Hot T3 208-220 VAC Red Hot By Greenheck ClockBox (if applicable) Y1 H H 6 Position Twenty (20) feet of shielded control wire is provided with T1 Conector the ClockBox option to connect the ClockBox controller CO --� N - ® -T3 to the touchscreen interface. The ClockBox needs to be Green Ground--- _ Junction - Box connected back via the connector within hood controls. Cy Contactor 50A White Neutral See wiring diagram on page 15 for wiring information. Wire N Neutral .l L1 ® Black Hot GND ❑ -- ❑ o Remote ADA Switches (if applicable) 110-120 VAC 14/2 L3 e NEUT ❑ O o Hood Eight (8) feet of shielded control wire is provided with - - - - - ' H H I ❑ the ADA remote switch option. The switches need to be P Onboard Controller 11 o VAC coil I I Metal Clad to 110-120 VAC connected back with the provided connector within the Power Disconnect _ _ _ _ _ _ _ _ _ (Black Tape) - 14/2 = hood controls. See wiring diagram on page 15 for wiring information. In addition to the fire alarm system connections described previously, a second connection may be -; --- Back Support 6 Position//Zt Grey made to the fire alarm switch installed in the unit. Unlike _ 50 AMP 208-240 VAC Single Phase Wire nut inside power Mounting Bracket Connector Fire Alarm System Connections the connection above, this switch does not require Supply Line (by others) disconnect box The hood unit has two fire alarm connections (discrete power to be fed to the hood in order to function. The Green Ground switches), each with its own trigger. A connection is 99 fire alarm switch is located above the actuator arm, White Neutral Supplied made to one output # and one common C# at the P (Y) ( ) beside the controller assembly. The fire alarm switch is 15 AMP 110-120 VAC - -- — Black Hot 110-120 VAC Supply Line (by others) controller, The output labeled YO is triggered by a fault from the high temperature switch (190°F), or pressure activated when the actuator arm trips. Metal Clad Wire from 110-120 VAC To connect the fire alarm switch, wire the fire alarm to Supply Line (Red Tape) swc, or hose switch. Output switch. OY1 is triggered b P gg y a the common connector and normally open or normally —---------------- -- ----- --------------- high temperature switch (190oF) and a low pressure closed connection as shown. fault in the extinguisher tank (the fire suppressant has discharged). You may use either one connection or both, depending on your situation. When there is a fault, a buzzer in the unit will sound and the power disconnect Common will turn off. Local Alarm Connection: Connect to output YO and Normally Open common CO Normally Closed Remote Alarm Connection: Connect to output Y1 and Gas Disconnect Valve (if applicable) common C1 — To connect to the alarms, it is preferred that you use a -- -- --- - - ----..._. _ _ ...._..__ Green 110-120 VAC Gas Solenoid Junction Box Green Ground spade terminal connector (supplied), but a stripped wire w I White White Neutral is acceptable. Black — AEk Black Hot 110-120 VAC 6 Position Orange Connector Connecting the alarm system in the configurationFire described above results in a normally open connection. Alarm Switch ulticonductor Junction (4 Conductor) Wire Nut Box To switch these two alarm contacts to normally closed connections, insert a jumper into the blue and the gray Metal Clad to 110-120 VAC --- NND o n terminal adjacent to it (terminal blocks 4 and 5). One Power Disconnect (Black Tape) ❑ ❑ Hood le of the provided jumper is inserted into the blue g P 1 P r-- o ° o terminal and the other into the gray terminal. Green Ground White Neutral 6 Black Hot 110-120 VAC Ensure jumper is inserted completely and the top of 15 AMP 110-120 VAC Supply Line (by others \ 6 Position Grey the um jumper is level with the other jumpers. ) P j P \1 Connector Metal Clad Wire from 110-120 VAC Back Plate Supply Line (Red Tape) Ply Fire beady Hood Fire Ready Hood jh RANGE HOOD DETAIL _RANGE HOOD DETAIL SCALE: NONE SCALE: NONE 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 2M6 AIDEN ROAD ORLANDQ, FLDRtDA 32803 "M W.M ORM9 40714&1*4 http: //—..pp@NM6-- E-Mal toe pNOpNllacom JOB IR lute Copf*t — NI Woos, du4no. mathods and plane Indicated or represented by this drowing ore owned by and the property of Peninsula Engineering. Inc. and were created, evolved and developed for use an and In connection with the specified propct. None of the id — designs, anngsmmh, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose ■hateoever wlthoul tM written permission of Peninsula Engineering. Inc. REVISIONS: 4�'i,,,tSPf �� E N G I N �'~ar i STATE OF L! = •eeseeee••', v -.` S/ONPX- '1111111101, i�,+ Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER FINISH UPGRADE se SKILLED NURSING FACILITY PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: DETAILS se ELECTRICAL E9mOl (0 2016 Studio+1 t d in + 1 Panel K fuse ComponentName Panel K fuse Description 0.1-600A Frame/Model FRN-R Frame/Rating 600.0 A InterruptingRating 200.0 kA Manufacturer BUSSMANN Sensor/Trip 600.0 A CBL-0009 CableSize 350 AWG/kcmil QtyPerPhase 2 Length 50.0 t1 Panel K SystemNominalVoltage 208.0 V InitSymRMS 3P 33333.00 A AF IncidentEnergy 13.66 Cal/cm^2 AF-Boundary 79.44 inches AF PPE Category 3 Gephyrhills SNF PE14 15384 UTI L-0001 TInitSymRMS 3P 62240.01 A CBL-0002 CableSize 400 AWG/kcm it QtyPerPhase 6 Length 30.0 ft PD-0007 ComponentName PD-0007 Description 601-4000A Frame/Model KLU Frame/Rating 1800.0 A InterruptingRating 200.0 kA Manufacturer BUSSMANN Sensor/Trip 1800.0 A PD-0006 ComponentName PD-0006 Description 0.1-600A Frame/Model FRN-R Frame/Rating 300.0 A InterruptingRating 200.0 kA Manufacturer BUSSMANN Sensor/Trip 300.0 A CBL-0005 CableSize 350 AWG/kcmil QtyPerPhase I Length 230.0 ft SystemNominalVoltage 208.0 V InitSymRMS 3P 7411.43 A AF_IncidentEnergy 8.14 Cal/cm^2 AF Boundary 57.95 inches AF_PPE Category 3 PD-0001 ComponentName PD-0001 Description 15-600A Frame/Model FRS Frame/Rating 200.0 A InterruptingRating 200.0 kA Manufacturer BUSSMANN Sensor/Trip 200.0 A KSN.NominalVoltage 208.0 V InitSymRMS 3P 55853.61 A AF IncidentEnergy 25.09 Cal/cm^2 AF Boundary 115.07 inches AF PPE Category 4 CBL-0001 CableSize 3/0 AWG/kcmil QtyPerPhase I Length 35.0 ft BUS-0012 SystemNominalVoltage 208.0 V InitSymRMS 3P 23623.93 A AF-IncidentEnergy 0.59 Cal/cm^2 AF Boundary 11.73 inches AF-PPE Category 0 Range bkr PD-001 I PD-0010 ComponentName Range bkr ComponentName PD-001 I ComponentName PD-0010 N E Description 15-150A Description 15-125A Description 15-70A Frame/Model HG Frame/Model QO Frame/Model QO AUTO-0001 Frame/Rating 50.0 A Frame/Rating 20.0 A Frame/Rating 20.0 A InterruptingRating 65.0 kA InterruptingRating 10.0 kA InterruptingRating 10.0 kA Manufacturer SQUARE D Manufacturer SQUARE D Manufacturer SQUARE D Sensor/Trip 50.0 A Sensor/Trip 20.0 A Sensor/Trip 20.0 A Settings Settings Settings Fixed Fixed (730-4, 20A) Fixed (730-3) CBL-0004 CableSize 3/0 AWG,kcmil QtyPerPhase 1 Length 15.0 ft SKM RISER PD-0003 ComponentName PD-0003 Description 15-125A Frame/Model EG Frame/Rating 40.0 A InterruptingRating 65.0 kA Manufacturer SQUARE D Sensor/Trip 40.0 A Settings Fixed CBL-0006 CableSize 8 AWG/kcmil QtyPerPhase I Length 200.0 ft yslemNominalVoltage 208.0 V InitSymRMS 3P 715.64 A AF IncidentEnergy 0.94 Cal/em^2 AF Boundary 15.58 inches AF-PPE Category 0 Generator 60K W PD-0022 ComponentName PD-0022 Description 1800 RPM Frame/Model 4P 10 Frame/Rating 208.3 A InterruptingRating 0.0 kA Manufacturer KOHLER Damage Curve 60KW Sensor/Trip 0.0 A Settings DAMAGE CURVE PD-0023 ComponentName PD-0023 Description 1800 RPM Frame/Model 4P 10 Frame/Rating 208.3 A IntenuptingRating 0.0 kA Manufacturer KOHLER Decrement Curve 60K W Sensor/Trip 0.0 A Settings 3 Phase Sym Existing Gen Main bkr ComponentName Existing Gen Main bkr Description 100-225A Frame/Model Q2 Frame/Rating 225.0 A InterruptingRating 10.0 kA Manufacturer SQUARE D Sensor/Trip 225.0 A Settings Fixed CBL-0003 CableSize 4/0 AWGkcmil QtyPerPhase I Length 35.0 ft BUS-0014 SystemNominalVoltage 208.0 V InitSymRMS 3P 1356.76 A AF IncidentEnergy 5.93 Cal/cm12 AF Boundary 47.76 inches AF_PPE Category 2 PD-0004 ComponentName PD-0004 Description 15-125A Frame/Model EG Frame/Rating 40.0 A InterruptingRating 65.0 kA Manufacturer SQUARE D Sensor/Trip 40.0 A Settings Fixed CBL-0007 CableSize 8 AWG/kcmil QtyPerPhase I Length 230.0 ft SystemNominalVoltage 208.0 V InitSymRMS 3P 624.70 A AF IncidentEnergy 0.13 Cal/cm^2 AF Boundary 5.95 inches AF_PPE Category 0 New Gen Main bkr I ComponentName New Gen Main bkr Description LI, 250AS Frame/Model JD Frame/Rating 250.0 A InterruptingRating 25.0 kA Manufacturer SQUARE D Sensor/Trip 250.0 A Settings Ir (70-250A); tr (0.5-16s) 225 (225A); 4 li (1.5 - 12 x In) 10 (2500A) Panel EQ main bkr ComponentName Panel EQ main bkr Description 15-IOOA Frame/Model EH Frame/Rating 100.0 A InterruptingRating 65.0 kA Manufacturer Square D EH Sensor/Trip 100.0 A Settings Fixed -0008 CBI, CableSize I AWG/kcmil QtyPerPhase l Length 20.0 ft Gen Bus SystemNominalVoltage 208.0 V InitSymRMS 3P 0.00 A AF IncidentEnergy 0 Cal/cm^2 AF Boundary 0 inches AF PPE Category Panel EDP SystemNominalVoltage 208.0 V InitSymRMS 3P 18571.21 A AF_IncidentEnergy 0.74 Cal/cm^2 AF_Boundary 13.45 inches AF PPG Category 0 California I Florida 2211 E. 7TH Ave, Suite A, Tampa, Florida 33605 P:239.357.4983 AA26002372 Peninsula Engineering, INC. MEP&FP 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 F: 407.246.1664 LBA Interiors INTERIOR DESIGNER 5650 DTC Parkway, Suite 100 Englewood, CO 80111 P:303.773.0436 F:303.773.0053 MAN 2016 AUM�A3IODpA�32M Y 1J FI11f Wi111N1 E-fd�a1 /fa paoom CcprW - M Id•ca. deelene, method. and plm. Indicated orpr nonted by this drowinq an owed by and the property of Peninalo Engmwft Inu n and wecrsote4 evolved and drufted for use an and In connection with the ewfw project. Nam of the Mesa, designs, onwpments, methods or ow *41 be used by or disclosed to any person, firm or corporation for any purpose wnoteawr without the written pannWon of Peninsula Enoseft Inc. ' 401d REVISIONS: ENGINE��?, �� • ; ENS, ••• .p •,O m No. tir4601 STATE OF we FFpp L OR .0••e•• �/�eeeeee•' SystemNominalVoltage 208.0 VInit�s `�� a�! AFSlncdentEnergy0.35Cal/cm^2 'S 3P 12488.36 A ','S/I0Np►1J,`,, AF_Boundate inches Bryan G. Spangler, PE, FL Re No. 64601 AF_PPF. Category 0 � 9• PROJECT TITLE: PD-0008 PD-0012 PD-0009 J PD-0013 PD-0016 PD-0015 PD-0017 PD-0019 PD-0018 ZEPHYRHILLS HEALTH & ComponentName PD-0008 ComponentName PD-0012 ComponentName PD-0009 ComponentName PD-0013 ComponentName PD-0016 ComponentName PD-0015 1 ComponentName PD-0017 ComponentName PD-0019 ComponentName PD-0018 Description 15-70A Description 15-70A Description 15-70A Description 15-125A Description 15-125A Description 15-IOOA Description 15-70A Description 15-IOOA Description 15-IOOA REHAB CENTER Frame/Model QO Frame/Model QO Frame/Model QO Frame/Model QO Frame/Model QO Frame/Model QO Frame/Model QO Frame/Model QO Frame/Model QO Frame/Rating 20.0 A InterruptingRating 10.0 kA Frame/Rating 20.0 A InterruptingRating 10.0 kA Frame/Rating 20.0 A InterruptingRating 10.0 kA Frame/Rating 20.0 A InterruptingRating 10.0 kA Frame/Rating 60.0 A InterruptingRating 10.0 kA Frame/Rating 60.0 A InterruptingRating 10.0 kA Frame/Rating 30.0 A InterruptingRating 10.0 kA Frame/Rating 30.0 A InterruptingRating 10.0 kA Frame/Rating 15.0 A InterruptingRating 10.0 kA FINISH UPGRADE ass SKILLED Manufacturer SQUARE D Manufacturer SQUARE D Manufacturer SQUARE D Manufacturer SQUARE D Manufacturer SQUARE D Manufacturer SQUARE D Manufacturer SQUARE D Manufacturer SQUARE D Manufacturer SQUARE D Sensor/Trip 20.0 A Sensor.!Trip 20.0 A Sensor/Trip 20.0 A Sensor/Trip 20.0 A Sensor/Trip 60.0 A Sensor/Trip 60.0 A Sensor/Trip 30.0 A Sensor/Trip 30.0 A Sensor/Trip 15.0 A NURSING FACILITY Settings Settings Settings Settings Settings Settings Settings Settings Settings Fixed (730-3) Fixed (730-3) Fixed (730-3) Fixed (730-4, 20A) Fixed (730-6, 60A) Fixed (730-6, 60A) Fixed (730-5, 30A) Fixed (730-5, 30A) Fixed (730-4, 15A) AHU-1 motor/controls ComponentName AlIU-I motor/controls Description 15-100A Frame/Model QO Frame/Rating 20.0 A InterruptingRating 10.0 kA Manufacturer SQUARE D Sensor/Trip 20.0 A Settings Fixed (730-4, 20A) PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL 33540 PROJECT NUMBER: FLTSP16000 ISSUED DATE: 12/16/2016 SHEET TITLE: SKM RISER J� L El III' Ol © 2016 Studio+ 1