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Home My WebLink About7350 Dairy Rd (3)January 10, 2017 Studio Plus 2211 E. 7`h hyrhills Health & Rehab 20 Bed ision Narrative Job # 15384 -SNF Conversion - Phase I The followng4etfer-evtilams a description of revisions to the drawings for the above named project. Revision #1, Indicated as Delta #1, Dated 07/29/2016, Titled "AHCA Comments" PLUMBING P001 • ADDED — Fixture type L-2 to Plumbing Fixture Schedule P203 • ADDED — Sheet added in its entirety to show demolition of medical gas outlet in patient room, where licensed skilled nursing beds are being relocated from into the new renovation area. P301 • ADDED — Fixtures and sanitary piping showing the addition of hand washing sink L=2 in all semi -private patient rooms. • ADDED — Fixture and sanitary piping showing the addition of a handwashing sink L=1 in nurse station area. P302 • ADDED — Fixtures and domestic hot and cold water piping showing the addition of hand washing sink L=2 in all semi -private patient rooms. • ADDED — Fixture and domestic hot and cold water piping showing the addition of a handwashing sink L=1 in nurse station area. P801 • ADDED — Sanitary and vent piping to existing riser diagram to show the addition of handwashing sink L=2 in all semi -private patient rooms. EXCELLENCE IN ENGINEERING SINCE 1977 2016 ALDEN ROAD ■ ORLANDO, FLORIDA 32803 ■ VOICE 407.246.1688 ■ FAX 407.246.1664 ■ www.peifla.com INTERIOR RENOVATION FOR: StUdio:::::1150 California I Florida I Nevada 4 f ZEPHYRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 AHCA STAGE III CLIENT CODE/FILE - PROJECT SUB NUMBER: 35/35960923=1 02=1 05/05/2016 DRAWING INDEX SHEET NUMBER SHEET NAME ISSUE DATE CURRENT REVISION CURRENT REVISION DATE 1 G0.00 COVER SHEET 05/05/16 2 11/23/2016 G0.01 SYMBOLS, ABBREVIATIONS, & GENERAL NOTES 05/05/16 1 07/29/2016 G0.02 OVERALL BUILDING COMPARTMENTATION 05/05/16 G1.03 BED COUNT SHEET 05/05/16 1 07/29/2016 2 \ LS1.10 ARCHITECTURAL LIFE SAFETY FLOOR PLAN 05/05/16 1 07/29/2016 LS1.20 ENLARGED LIFE SAFETY FLOOR PLAN 05/05/16 1 07/29/2016 LS1.30 UL DETAILS 05/05/16 LS1.40 UL DETAILS - THRU WALL PENETRATIONS 05/05/16 3 AD1.10 ARCHITECTURAL DEMOLITION FLOOR PLAN 05/05/16 2 11/23/2016 4 A1.00 FUNCTIONALLY REQUIRED SPACES 05/05/16 1 07/29/2016 A1.10 ARCHITECTURAL NEW WORK FLOOR PLAN 05/05/16 2 11/23/2016 A1.20 REFLECTED CEILING PLAN 05/05/16 2 11/23/2016 A1.30 ENLARGED FLOOR PLANS 05/05/16 2 11/23/2016 A1.31 ENLARGED FLOOR PLANS 07/29/16 1 07/29/2016 A1.40 INTERIOR ELEVATIONS 05/05/16 2 11/23/2016 A5.10 PARTITION TYPES 05/05/16 2 11/23/2016 A5.11 PARTITION TYPES 07/29/16 1 07/29/2016 A6.01 DOOR WINDOW SCHEDULE 05/05/16 2 11/23/2016 ID101 FLOOR FINISH PLAN 05/05/16 2 11/23/2016 ID102 WALL FINISH PLAN 05/05/16 2 11/23/2016 ID103 HAND -RAIL / CHAIR -RAIL PLANS & DETAILS 11/23/16 2 11/23/2016 5 F1.01 FIRST FLOOR RENOVATION PLAN - FIRE PROTECTION 05/05/16 6 P0.01 SPECIFICATIONS AND LEGEND - PLUMBING 05/05/16 2 11/23/2016 P2.01 FIRST FLOOR DEMOLITION PLAN - SANITARY/ VENT 05/05/16 P2.02 FIRST FLOOR DEMOLITION PLAN - DOMESTIC WATER 05/05/16 A DRAWING INDEX SHEET NUMBER SHEET NAME ISSUE DATE CURRENT REVISION CURRENT REVISION DATE P2.03 FIRST FLOOR DEMOLITION PLAN - MEDICAL GAS 07/29/16 1 07/29/2016 P3.01 FIRST FLOOR RENOVATION PLAN - SANITARY/ VENT 05/05/16 2 11/23/2016 P3.02 FIRST FLOOR RENOVATION PLAN - DOMESTIC WATER 05/05/16 2 11/23/2016 P8.01 RISER DIAGRAM - PLUMBING 05/05/16 2 11/23/2016 7 M0.01 SPECIFICATIONS AND LEGEND - MECHANICAL 05/05/16 M1.01 LOCATION PLAN - MECHANICAL 05/05/16 M1.02 PARTIAL FIRST FLOOR LC.R.A. PLAN 05/05/16 M2.01 FIRST FLOOR DEMOLITION PLAN - MECHANICAL 05/05/16 M3.01 FIRST FLOOR RENOVATION PLAN - MECHANICAL 05/05/16 M3.02 ROOF RENOVATION PLAN 05/05/16 8 E0.01 SPECIFICATIONS AND LEGEND - ELECTRICAL 05/05/16 E0.02 SPECIFICATIONS AND LEGEND - ELECTRICAL 05/05/16 E1.01 LOCATION PLAN - ELECTRICAL 05/05/16 E2.01 FIRST FLOOR DEMOLITION PLAN - POWER & SYSTEMS 05/05/16 E2.02 _ FIRST FLOOR DEMOLITION PLAN - LIGHTING 05/05/16 E2.03 FIRST FLOOR DEMOLITION PLAN - FIRE ALARM/NURSE CALL 05/05/16 E3.01 FIRST FLOOR RENOVATION PLAN - POWER & SYSTEMS 04/15/16 E3.02 FIRST FLOOR RENOVATION - LIGHTING 05/05/16 2 11/23/2016 E3.03 FIRST FLOOR RENOVATION PLAN - FIRE ALARM/ NURSE CALL 05/05/16 1 07/29/2016 E4.01 ROOF RENOVATION PLAN - ELECTRICAL 05/05/16 E5.01 ENLARGED UNIT PLANS - DEMOLITION - ELECTRICAL 05/05/16 E5.02 OVERALL UNIT PLANS LAYOUT - RENOVATION - ELECTRICAL 05/05/16 2 11/23/2016 E6.01 PANEL SCHEDULES - ELECTRICAL 05/05/16 E6.02 PANEL SCHEDULES - ELECTRICAL 05/05/16 E7.01 RISER - ELECTRICAL 04/15/16 E7.02 RISER - FIRE ALARM/ NURSE CALL 05/05/16 E8.01 DETAILS - ELECTRICAL 05/05/16 E8.02 DETAILS - ELECTRICAL 05/05/16 E9.01 SKM RISER 05/05/16 1 07/29/2016 C T1' OF Z ATE PLAN E)(AM NER H LLS ALL PREVAILING SHALL COMPLYWI-rH FLORIDA CODES NATIONAL ELECTRODE, CITY OF ZEPHYRHILLS ORDINANCES 9 � �P1 NYRH�I.�S RE. of Z1NER�' P�,N Ems` 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: 1 1 07/29/2016 JAHCACOMMENTS 2 1 11/23/2016 1 REVISION 1 ARCNTTECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 ARS711 J KEY PLAN (N.T.S.): ii I A - PRO., AREA PROJECT ifff- IN YRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: COVER SHEET C:1Users\LevvN\Documents12016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt PROJECT NORTH TRUE NORTH GOmOO 2015 Studio+ LEGEND A GRID # 00 PARTITION CALLOUT 00 KEYNOTE # A101 DR # CALLOUT OWIN # CALLOUT CLG HT AFF FURNITURE / EQUIPMENT TAG DOOR ELECTRICAL DEVICE BLDG/PAVING ELEV FEC FIRE EXTINGUISHER CABINET FE FE FIRE EXTINGUISHER W NORTH ARROW LOCATION # 1 SIM / 1 SHEET # 101 DET CALI.OUT LOCATION # 1 SIM SHEET # 101 BLDG/WALL/DTL SECT CUT Al LOCATION # 71b Aa Ao.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 A x X®x x x FRP TEMP. BARRIER. 1 HR RATED .:::.:::..::.::::::::.::::::::: WALL/PARTITION .....................................:.................................... 2 HR RATED _....___________.____..._.. _... _ WALL/PARTITION 3 HR RATED ___._.....__._._..._ ___ _......._. WALL/PARTITION 4 HR RATED ___....__.._.._.__--- --- -,------ WALL/PARTITION 4, ......... SMOKE TIGHT WALL/PARTITION AREA NOT IN CONTRACT CEILING GRID LIGHT FIXTURES PER ELEC zDIFFUSERS PER MECH O SPRINKLER EXIT SIGN OWALL FINISH WALL BASE FINISH FLOOR FINISH BUILDING INFORMATION CONSTRUCTION TYPE V-A AUTOMATIC SPRINKLERS YES _— NUMBER OF STORIES 1 1 ST 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 5,626 SF EXISTING FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (ASSISTED LIVING FACILITY) PROPOSED FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (SKILLED NURSING) OCCUPANCY CALCULATION (FBC TABLE 1004.1.1) REFER TO OCCUPANCY CALCULATIONS ON LS1.2 APPLICABLE CODES - FLORIDA 5TH EDITION 2014 FLORIDA BUILDING CODE 5TH EDITION 2014 FLORIDA EXISTING 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 FGI GUIDELINES FOR HELATH CARE CONSTRUCTION 5TH EDITION 2014 FLORIDA ACCESSIBILITY CODE FLORIDA FIRE PREVENTION CODE, FIFTH EDITION (CHAPTER 19 EXISTING HEALTHCARE OCCUPANCIES), 2014 NFPA-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 TYPICAL DEVICE MOUNTING DIAGRAM 6" U CL 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 m O Uj U) u_ O - 2 O tam O m O f w > J m - rn M ly- 0 O N M EQ EQ COLUMN FIRE STROBE THERMOSTAT WALL PROTECTION, (WHERE OCCURS) TELEPHONE OR SECOND ROW OF SWITCHES. LIGHT SWITCH, DOOR RELEASE BUTTON WALL PROTECTION, (WHERE OCCURS) 0i-dELEC/DATA OUTLETS I I 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. GENERALNOTES- PROJECT COORDINATE METHOD OF TRANSPORTING ALL EQUIPMENT, INCLUDING SIEMONS EQUIPMENT, INTO THE BUILDING AND TO THE AREA OF WORK. REFER TO PACKAGING AND TRANSPORT PATH ON SHEET A-101 OF SIEMONS DRAWINGS. 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. ABBREVIATIONS SYMBOL/ ACCRONYM DESCRIPTION # 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 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 DIET 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 FTG FOOTING ABBREVIATIONS SYMBOL/ ACCRONYM DESCRIPTION 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 O/ 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 REFERENCE REQ 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 TO TOP OF ABBREVIATIONS SYMBOL/ ACCRONYM DESCRIPTION TOC TOP OF CURB TOD TOP OF DRAIN TOP TOP OF PARAPET TOPL TOP OF PLATE TOR TOP OF RIDGE TOS TOP OF SLAB TOW TOP OF WALL TST TOP OF STEEL TV TELEVISION TYP TYPICAL UC UNERCUT UNO UNLESS NOTED OTHERWISE UON 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 WI WOOD WORK INSTITUTE WIN WINDOW WP WATERPROOF WS WOOD SCREW WT WEIGHT WWF WELDED WIRE FABRIC x BY YD YARD studl + ■ California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 516 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: 1 07/29/2016 JAHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 AR97653 LP \0. P J T ITLE: Z RHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: SYMBOLS, ABBREVIATIONS, & GENERAL NOTES GOmOl © 2015 Studio+ C:\Users\LevvN\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt KEY NOTES J I GENERAL NOTES I I I I BUILDING INFORMATION CONSTRUCTION TYPE V-A AUTOMATIC SPRINKLERS YES NUMBER OF STORIES 1 1ST FLOOR GROSS AREA +/- 54,670 SF EXISTING USEGROUP (FBC CH 3) INSTITUTIONAL (1-2) PROPOSED USE GROUP (FBC CH 3) INSTITUTIONAL (1-2). NO CHANGE. SCOPE OF WORK 5,626 SF EXISTING FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (ASSISTED LIVING FACILITY) PROPOSED FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (SKILLED NURSING) OCCUPANCY CALCULATION (FBC TABLE 1004.1.1) REFER TO OCCUPANCY CALCULATIONS ON LS1.2 APPLICABLE CODES - FLORIDA 5TH EDITION 2014 FLORIDA BUILDING CODE 5TH EDITION 2014 FLORIDA EXISTING 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 FGI GUIDELINES FOR HELATH CARE CONSTRUCTION 5TH EDITION 2.014 FLORIDA ACCESSIBILITY CODE FLORIDA FIRE.PREVENTION CODE, FIFTH EDITION (CHAPTER 19 EXISTING HEALTHCARE OCCUPANCIES), 2014 NFPA-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 N A 3,'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 EXITING TABULATIONS (SKILLED NURSING) COMPART.COMPART. OCCUP. SO FT / # OF INCHES/ INCHES/ PROV. AREA TYPE OCCUP. OCCUP. OCCUP. REQ'D. STR. STIR. 10,300 SF SLEEP 120 86 1 A-1 .2 26.6 90 11,140 SF ANCILLARYI 240 47 1A-2 2,070 SF ANCILLARY 240 9 .2 1.8 112 4,780 SF SLEEP 120 40 113-1 .2 12.2 180 4,940 SF ANCILLARY1 240 21 t.� low . NMI 4,220 SF SLEEP 120 36 .2 .2 90 1,120 SF ANCILLARY 240 5 8 ) E 4,850 SF SLEEP 120 41 1 D-1 .2 13.2 45 5,800 SF ANCILLARY 240 25 R.. O>:«: Rx ...:..... ::::::.:.:. :. . .::>:::.::.>:>:::::>:..>::;: 1 E-1 5,460 SF SLEEP 120 46 .2 9.2 45 (NEW WORK FIR ........................ ..........................................................................................................::::::::::.:::: .............................................N. ............................................................................ 54,670SF 356 72.2 562 COMPARTMENTATION DIAGRAM KEY PLAN (N.T.S.): i i PROD AREL 3/64" = 1'-0" tUcj10+ 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 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 . , AR 7653 Y fliY 3� fl� i�. P J�W ITLE: Z PRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: BUILDING COMPARTMENTATION C:\Users\Danr\Desktop\2015.12.15 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER Danr.rvt PROJECT NORTH TRUE NORTH LA 771/ G002 © 2015 Studio+ 20 SKILLED NURSING BEDS 22 SKILLED NURSING BEDS 20 SEMI 20 SEMI 0 PRIVATE 2 PRIVATE 20 SKILLED NURSING BEDS 12 SKILLED NURSING BEDS 20 SEMI 2 SEMI 0 PRIVATE 11 PRIVATE SEMI PRIVATE ROOMS TO BECOME 19 SKILLED NURSING BEDS 14 SEMI 5 PRIVATE 21 SKILLED NURSING BEDS 18 SEMI 3 PRIVATE 21 SKILLED NURSING BEDS 18 SEMI 3 PRIVATE EXISTING BED COUNT LEGEND EXISTING ALF PRIVATE PATIENT ROOM EXISTING SKILLED NURSING SEMI -PRIVATE PATIENT ROOM 25 PRIVATE PATIENT BEDS 90 SEMI -PRIVATE PATIENT BEDS EXISTING BED COUNT 1 1 11 1 = 30'-011 PROPOSED BED COUNT LEGEND SKILLED NURSING PRIVATE PATIENT ROOM 27 PRIVATE PATIENT BEDS 86 SEMI -PRIVATE PATIENT BEDS 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: 1 1 07/29/2016 JAHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 AR97653 _ CT TITLE: ZEPfiYRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: BED COUNT SHEET C:\Users\LevvN\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt PROPOSED BED COUNT 1 2 1 if = 30'-0" G 1.03 © 2015 Studio+I 0 KEY NOTES D1 EXISTING 2 HOUR FIRE -SMOKE BARRIER.SEE ALLOWABLE BUILDING AREA INCREASE CALCULATIONS & CODE ANALYSIS ON LS1.10 (BELOW) , D2 CONSTRUCTION BARRIER AND WALK -OFF MAT - SEE DETAILS. D3 NEGATIVE AIR MACHINE W/ HEPA FILTER. VENT HIGH WITH BAFFLE. DISCHARGE IN DIRECTION OF ARROW. TYPICAL FOR EACH ROOM. COORDINATE WITH MECHANICAL. ALLOWABLE BUILDING AREA INCREASE CALCULATIONS & CODE ANALYSIS Determination of building construction type and occupancy classification is a FBC Type V-A -per Table 601 and Type V-III per NFPA 220. Maximum square footage of each building area to be 9,500 per FBC Table 503. An area increase of 300% is allowable for a fully sprinklered facility. 9500 +(300%X 9500=28500SF)=38,000SF. Additional area increases are not necessary. Each building area is separated by 2 Hour Fire walls to maintain a maximum of 38,000 SF 2 Hour Fire /Smoke (minimum) walls are used where these divisions also correspond to the required smoke compartment arrangement each to be a maximum of 22,500 SF. The 2 hour fire / smoke wall between the i'iew skilled nursing unit and existing units is a 2 hour fire/smoke wall used as a smoke compartment wall and a Fire Section separation wall. It is not required to be a horizontal exit for travel distance reasons. EMERGENCY POTABLE WATER STORAGE SHED DRIVE WAY / PARKING LOT GENERAL NOTES REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. EXITING TABULATIONS (SKILLED NURSING) E COMPART. COMPART. OCCUP. SQ FT / # OF INCHES/ INCHES/ PROV.10, :a AREA TYPE OCCUP. OCCUP. OCCUP. REQ'D. STR. STR. tud 1 A-1 .2 26.6 90 10,300SF SLEEP 120 86 California I Florida Nevada 11,140 SF JANCILLARY1 240 1 47 1 1 12211 E. 7TH Avenue, Tampa, Florida 33605 1A-2 1 2,070 SF JANCILLARYI 240 1 9 1 .2 1 1.8 1 112 P: 239.357.4983 AA26002373 1B-1 4,780 SF SLEEP 120 40 .2 12.2 180 Peninsula Engineering, INC. 4,940 SF ANCILLARY 240 21 MEP&FP �y ::. 2016 Alden Road Orlando, FL 32803 ..................................................................................................................................................................................................................................... 4,220 SF ........... SLEEP ...... 120 ............. 36 ................ P: 407.246.1688 1 C-1 .2 8.2 90 F: 407.246.1664 1,120 SF ANCILLARY 240 5 R> 472 LBA INTERIORS 4,850 SF SLEEP 120 41 INTERIOR DESIGNER 1 D-1 .2 13.2 45 5650 DTC PARKWAY, SUITE 100 5,800 SF ANCILLARY 240 25 EN LEW 111 G 00D CO 80 IfR. 1101,11°..; 1 E-1 5,460 SF SLEEP 120 46 .2 9.2 45 P:303.773.0436 (NEW F:303.773.0053 FIRE 54,670SF 356 72.2 562 SECT 1C LIFE SAFETY LEGEND X EXIT SIGN LEA" ='_ 11c" HORN - STROBE - HORN/STROBE I O FVC PULL STATION SMOKE DETECTOR FIRE EXTINGUSHER CABINET FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX CAPACITY IN NUMBER OF PERSONS •��• DEAD END CORRIDOR —, 11 —, —, 0 1 COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT TRAVEL DISTANCE TO EXIT 1 HR RATED WALL/PARTITION ,y............................... ...... 2 HR RATED WALL/PARTITION _......... ........... 3 HR RATED WALL/PARTITION d HR RATED __.___._._.. - ......_.._.._ WALUPARTITION ___........._.............................................__.._.... FIRE SMOKE WALL/PARTITION AREA NOT IN CONTRACT OVERALL LIFE SAFETY FLOOR PLAN 1 lit = 20'-0" KEY PLAN (N.T.S.): PRO., AREA PROJECT PROJECT NORTH TRUE NORTH LA REVISIONS: 1 1 07/29/2016 JAHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 .1 r\4 4-p , ao WWRHILLS ITLE: HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ARCHITECTURAL LIFE SAFETY FLOOR PLAN LS1 ■ l 0 © 2015 Studio+ C:\Users\LevvN\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt Al KEY NOTES D1 EXISTING 2 HOUR FIRE -SMOKE BARRIER.SEE ALLOWABLE BUILDING AREA INCREASE CALCULATIONS & CODE ANALYSIS ON LS1.10 (BELOW) D2 CONSTRUCTION BARRIER AND WALK -OFF MAT - SEE DETAILS. D3 NEGATIVE AIR MACHINE W/ HEPA FILTER. VENT HIGH WITH BAFFLE. DISCHARGE IN DIRECTION OF ARROW. TYPICAL FOR EACH ROOM. COORDINATE WITH MECHANICAL. ALLOWABLE BUILDING AREA INCREASE CALCULATIONS & CODE ANALYSIS Determination of building construction type and occupancy classification is a FBC Type V-A -per Table 601 and Type V-III per NFPA 22C. Maximum square footage of each building area to be 9,500 per FBC Table 503. An area increase of 300% is allowable for a fully sprinklered facility. 9500 +(300%X 9500=28500SF)=38,000SF. Additional area increases are not necessary. Each building area is separated by 2 Hour Fire walls to maintain a maximum of 38,000 SF 2 Hour Fire /Smoke (minimum) walls are used where these divisions also correspond to the required smoke compartment arrangement each to be a maximum of 22,500 SF. The 2 hour fire / smoke wall between the new skilled nursing unit and existing units is a 2 hour fire/smoke wall used as a smoke compartment wall and a Fire Section separation wall. It is not required to be a horizontal exit for travel distance reasons. GENERAL NOTES REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. LIFE SAFETY INFORMATION CODE SECTION NUMBER OF EXITS - PER FBC TABLE 1021. EXIT SEPERATION - PER FBC SECTION 1015.2.1 EXIT ACCESS TRAVEL DISTANCE - PER FBC TABLE 1016.2 COMMON PATH OF TRAVEL - PER FBC SECTION 1014.3 I DEAD END CORRIDORS - PER FSBC SECTION 1018.4 1 1 CORRIDOR EXIT ACCESS WIDTH - PER FBC SECTION 1018.2 DOORS - PER FBC SECTION 1008.1.1 I SMOKE COMPARTMENT - PER N FPA SECTION 20.3.7.3 1 1 LIFE SAFETY LEGEND m EXIT SIGN E]KI�\ \— HORN - STROBE - HORN/STROBE PULL STATION SMOKE DETECTOR FEC FIRE EXTINGUISHER CABINET _-1 FVC FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX CAPACITY IN NUMBER OF PERSONS •— m—m—m• DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT TRAVEL DISTANCE TO EXIT 1 HR RATED WALL/PARTITION ................................................... 2 HR RATED WALL/PARTITION 3 HR RATED WALL/PARTITION 4 HR RATED ____ _.__.__._..__. __.. _.__._.._......... WALL/PARTITION FIRE SMOKE WALL/PARTITION AREA NOT IN CONTRACT ENLARGED LIFE SAFETY FLOOR PLAN 1 1 1 /8" = 1'-0" KEY PLAN (N.T.S.): PROJ AREA PROJECT PROJECT NORTH TRUE NORTH 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: 1 1 07/29/2016 JAHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 AR97653 a� TITLE: 2;EHf(RHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ENLARGED LIFE SAFETY FLOOR PLAN LS1 ■ 20 1�17 @ 2015 Studio+ C:\Users\LevvN\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt studio I Non fee Items 4 & 5) 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. 1A. 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 — Viper25Tm 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/WARE, DIV OF WARE INDUSTRIES INC — Viper20T1" Track PHILLIPS MFG CO L L C — Viper20Tm Track 1C. 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 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 i 20 SG corrosion- protected or galv steel 1 D. Floor and Ceiling Runners (Not shown) For use with Item 2A Channel shaped, fabricated from min M p g , 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 frorri 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 1G. 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 min 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 Item 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 1J. 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 — Viper25Tm 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 — Viper20Tm 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 Members* - 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 PRODUCTS CO — Viper25TM CRACO MFG INC — SmartStudTM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25TM PHILLIPS MFG CO L L C — Viper25TM 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 — Viper20TM PHILLIPS MFG CO L L C — Viper20TM 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. 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 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 — Tri-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 TM 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—Viper25Tm 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 — Viper20TM 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. 1/2 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: C I � o-ai�d Frofe io€ :o E �1, side: of Watt C€ a rt€f: i -stud. d 1.1.Lay6 s. 1. Tla r� 0 D'e°] tt Il€l. i lt1: �€ s. l�fito€� Rom!$"�_ ':11€3 ,F *1. I�11. is i11 of°31i�.II 1.: _�F- f2. I,.a.t P:r'1 =£__ :: FS,,. 'L.F'.':I kB 0:Ptk+->kg:,a _ _ . _. ... _ 11 >F' .. .. . . t 1a �� , �,' ii t 1c '' _'Z in., 1.1 .a, x�{L°.v.. 11: � la}� ':�, 3,'4'. it,,• th'cla �.,.,ptit f"=: j ^�`: -1 -v,-, c:i l d o 1,; 83 e« ) I , 1. i. ' �'L.i 6'8 : 1 /£tom 2 1 ei—s ,`6 ifs: tf�.1a � ptional . :. .... ... ....... . . t;� _� ;(�=;.._r, �1 I,`2 :. tlic_toi�l 11 a = '�€h�i4isL£:` L 1. iaL. °pti e 1. 3 .::::::. l art . ..... ._. 11: �F1- .S ,7 1. " it?, thick � i 'r.'a,l i . T 5il 'R: 1. tnxrl:211. 2 W B'a ;"4 I l th i s 1. c I I 1.n11 CGC INC — 1/2 in. thick Type C, IP-X2 or ]PC -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-X1, 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, WRX, WRC or; 3/4 in. thick 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/ in. may be used as alternate to all 5/8 in. or 3/ 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 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. 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 Item 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 Dating 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, Gypsum 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: ftIIIt� # d No. of Lavers' tit Th1.k of i ili � � !€. T1.bi canes 1. ti5€l�� !€ #b> H Ike€t1 2E: Of Pa€tel (Ife.11 3. .w3 L, ' 2II 1 Ve 3 ° � ire« tj i 1. optiontll 2 T 8I I g I ers 5/3 itt thlcl< 00ionaI: 3 -th,`S Ian s� � _2 in.. thickI. Optional °' 1a,�e , 5 i€ tj t OptiLn j ....... -l. . { `� ,, 15'; in ' icy," i�# iO��c�j .LL.L {{ { pp gR y g11 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, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, ]PC -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, ►PC -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. Gypsum board secured to 20 MSG steel studs Item 213 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. 518 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 5J. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 112 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). 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 318 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 1/2 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 1/2 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 Iayer.Three-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 1/2 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 1/2 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 1/2 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 1/2 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 9116 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. FurringChannels — Formed of No. 25 MSG alv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of 9 P P 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 1/2 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 2-1/2 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 5B) and optional at remaining stud locations. Required behind vertical joints. 11 A. 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 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, 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 1/2 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 QQ-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-201 f, 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 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 1 ` v•. >G d ,r {I M `OAR97653!` -: PP O C TITLE: RHILLS HEALTH & EHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: UL DETAILS LS1 ■ 3O © 2015 Studio+ C:\Users\LevvN\Dacuments\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt System No. C-AJ-1226 �fF' System No. C-AJ-3180 System No. W-L-1054 System No. W-L-1412 c ®L us F Rating-3 Hr T Rating - 0 Hr Classified by g c oL us F Ratin - 3 Hr g Classified by T Rating = 0 Hr c °L US F Ratings -1 and 2 Hr See Items 1 and 3 g ( ) Classified by T Rating - 0 Hr c °L US F Rating -1 Hr g Classified by T Rating - 0 Hr >::>=»A< " ""'' tud io3 Underwriters Laboratories, Inc. L Rating At Ambient - Less Than 1 CFM/Sq Ft Underwriters Laboratories, Inc. Underwrites Laboratories, Inc. Underwriters Laboratories, Inc. to UL 1479 and CANNLC-S715 L Rating At 400 F - 4 CFWSq Ft to UL 1479 and CANNLC-S115 to UL 1479 and CANNLC-Si15 L Rating At Ambient - Less Than 1 CFM/Sq Ft to UL 1479 and CANIULC-S115 LRating at400E-4CFM/SgFt A � 3 5 1 California Florida Nevada, I I 4B 1 4B 1 A �A 1A 2211 E. 7TH Avenue, Tampa, Florida 33605 2 3 P:239.357.4983 AA26002373 ` 3 3 2 Peninsula Engineering, INC. MEPS�FP 4 3 2016 Alden Road Orlando, FL 32803 3 f� A 2 3 (SIDE B) (SIDE A) P: 407.246.1688 A SECTION A -A 4 2 1 B F: 407.246.1664 3 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 SECTION A -A (SIDE A) (SIDE B) VIEW LBA INTERIORS may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32 in. SECTION A -A 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 Y - ( )9 ( P 1. Wall Assembly -- The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the in the in the individual U300 U400 Series Wall 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 INTERIOR DESIGNER DT PA 5650 C PARKWAY, SUITE 100 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 kg/m3) concrete floor or min 4-3/4 in. (121 mm) thick reinforced lightweight or normal weight concrete wall. Wall may also be constructed of an UL Classified Concrete Blocks*. Max diam of opening is 6 in. 152 mm Y Y P 9 ( )• materials and manner specified or and 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: ENGLEWOOD CO.80111 , flange spot welded to the sleeve at approxmtd-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 2. Steel Sleeve - (Optional) - Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe cast or A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 i by 4 n 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 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 g p Y bottom of the deck and a max of 1 in. above the top surface of the concrete floor. grouted into floor or wall assembly, flush with floor or wall surfaces. studs are used and the diam of opening exceeds the width of stud cavity, opening p g ty, the o enin shall be framed on all mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-5/8 in. (92 mm) wide and spaced max 24 in. (610 mm) OC. P:303.773.0436 2B. Sheet Metal Sleeve - (Optional) Max 12 in. diam, min 24 a alv steel provided with a 24 a alv steels square ( p ) - g g p g g q 3. Cables - Aggregate cross -sectional area of cables in opening to be max 45 percent of the aggregate cross -sectional area of the opening. Cables to be rigidly supported on both sides of floor or wall assembly. Any 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 B. Gypsum Board* -Min 5/8 in. (16 mm) thick gypsum board. Max diam of opening shall be 3 in. (76 mm) on F:303.773.0053 flange spot welded to the sleeve at a rox mid -height, or flush with bottom of sleeve in floors, and sized to be a min g p pp g of 2 in, larger than the sleeve diam. The sleeve is to be cast in place and may extend a max of 4 in. below the 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 through penetration side. Maximum width of opening on membrane penetration is to be max 3 in. (76 mm). 2. Through Penetrant - One nom 2 in. 51 mm pipe to be installed concentrically or eccentrically within opening on 9 ( ) P P Y 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 power cable with thermoplastic insulation andpolyvinyl chloride PVC 9 PP P P (PVC) jacket. present between the penetrating item and the framing on all four sides. 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 g p�p y y the firestopsystem. The annular space between penetrant and periphery of opening shall be min 0 in. (point y p p p p ry p g (p B. Max 300 pair No. 24 AWG copper conductor telecommunication cables with polyvinyl chloride (PVC) insulation 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 mm, point contact) to max 3/4 in. 19 mm). 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 n e UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. for steel stud walls. Max t Di t R th i i D i S 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. P ( ) ( ) p�p B. Iran Pipe -Nom 30 in. diam (or smaller) cast or ductile iron pipe. or cross -linked polyethylene (XLPE) insulation and PVC jacket. D. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. 13 P P 1 9 ( 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 mm) 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. mm ). 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 mm) thickness of fill material applied with annulus flush with both surfaces of the wall. Additional min 1/4 in. (6 mm) 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-linkedpolyethylene XLPE Insulation 9 PP ( ) andpolyvinyl chloride PVC jacket. (PVC) 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 *Bearing 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 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. 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 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. 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 mm) separation shall be maintained between MI cables and any other types of cable. 4. Packing Material - Min 4-1/4 in. 108 mm thickness of min 4 pcf 64 k /m3 mineral wool batt insulation firm) g ( ) P ( g ) 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 to surface of floor to P P 9 P 9 P 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 y 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. *Bearing Reproduced by HILTI, Inc. Courtesy of the UL Classification Mark Underwriters Laboratories, Inc. Reproduced by HILTI, Inc. Courtesy of Hilti Firestop Systems December 4, 2002 Underwriters Laboratories, Inc. Reproduced by HILTI, Inc. Courtesy of Hilt! Firestop Systems StemS June 27, 2007 Underwriters Laboratories, Inc. October 23, 2006 Hilti Firestop Systems No. W-L-2075 F, System No. W-L-2244System V REVISIONS: UL F Ratings -1 & 2 Hr (See Item 4) O System No. W-L-3065 UL F Ratings --1 and 2 Hr (See Item 1) T Ratings 1 and 2 Hr (See Item 1) C © US F Ratings -1 and 2 Hr (See Item 1) Classified b Underwriters Laboratories, Inc. T Ratings - 0 and 2 Hr (see Item 4) to UL 1479 L Rating At Ambient - Less Than 1 CFWSq Ft Underwrite) s Laboratories, Inc. assilled by T Rating - 0 and 3/4 Hr (See item 3) Underwriters Laboratories, Inc. L Rating at Ambient - Less Than 1 CFM/sq ft to UL 1479 L Rating at 400 F - 2 CFWsq ft L Rating At 400 F - 4 CFWSq Ft to UL 1479 and CAN/ULC-S115 A 2 1A �A 2 1A �A 2 3 2 4 9 �q 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 Resistance Directory and shall include the following construction features: SECTION A -A 1 B 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. 2. Metallic Sleeve -- (Optional) -- Nom 4 in. diam (or smaller) Schedule 40 (or thinner) steel pipe cast into wall 1. Wall Assembly - The 1 or 2 fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: assembly with joint compound and installed flush with wall surfaces. 3. Electrical Nonmetallic Tubing+ -- Nom 2 in. diam (or smaller) corrugated wall electrical nonmetallic tubing (ENT) Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 A. Studs -- Wall framing shall 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. See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of spaced max 24 in. 610 mm OC. p ( ) B. Gypsum Board* - Nom 5/8 in. (16 mm) thick gypsum board, with square or tapered edges. The gypsum board B. Gypsum Board_ -- The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. manufacturers. 4. Fill, Void or Cavity Material* -- Sealant -- Installed symmetrically on both sides of the wall. The hourly F Rating of type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 5-1/2 in. (138 Max diam of opening is 3 in. (76 mm). 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. 2. Through Penetrant -- One nonmetallic pipe, conduit or tubing installed either concentrically or eccentrically within F Rating Hr T Rating Hr Fill Mtl Depth In. The F Rating of the firestop system is equal to the fire rating of the 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 ARCHITECT OF RECORD: 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 JOSE A PEREZ, NCARB AIA 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 heavier) pipe for use in closed (process or supply) piping systems. AR97653 mm) beyond the wall surfaces. As an option when Schedule 5 steel pipe or EMT is used, sleeve may extend B. Chlorinated Polyvinyl Chloride (CPVC) -- Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in continuously beyond one wall surfaces. When cable bundle penetrates wall assembly at an angle of 45 degrees, no closed (process or supply) piping systems. 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 Q F ( 0 +Bearing the UL Listing Mark *Bearing the UL Classification Marking 3. Cables - Aggregate cross -sectional area of cable in opening to be max 45 percent of the cross -sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (0 mm, with both surfaces of wall. At point contact location, a min 1/2 in. (13 mm) diam bead of fill material shall be applied interface A to the wall/penetrant on both surfaces of the wall. point contact)to max 1 in. (25 ni Cables to be rigidly supported on both sides of the wall assembly. Cable bundle, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-ONE Sealant using cables described below, may penetrate the wall at an angle not greater than 45 degrees. Any combination of *Bearing the UL Classification Mark ell Reproduced by HILTI, Inc. Courtesy of the following types and sizes of copper conductor cables may be used: q ,� Underwriters Laboratories, Inc. January 9, 2003 A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. Reproduced by HILTI, Inc. Courtesy of AR9%�53 Hilt! Firestop Systems B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. B1. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables. Underwriters Laboratories, Inc. Al Q " C. Type RG/U coaxial cable with (PE) insulation and PVC jacket having a max outside diameter of Yz April 11, 2005 Hilti Firestop Systems polyethylene in. s l (13 mm). R ARQ, 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+. AFC CABLE SYSTEMS INC F. Max 3/C (with ground)(or smaller) No. 8 AWG copper conductor cable with PVC insulation and jacketing. C TITLE: 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 multi conductor Type MI cable. A min RH I LLS HEALTH & 4RHAEB 1 /8 in. (3 mm) separation shall be maintained between MI cables and any other types of cable. I. Max 4/C with ground 300 kcmil (or smaller) aluminum SER cable with PVC insulation and jacket. CENTER J. Through Penetrating Product* - Any cables, Metal -Clad Cable+ or Armored Cable+ currently Classified under the Through Penetrating Products category. K. Maximum 31C No. 8 AWG metal -clad cable. SKILLED NURSING -10 B E D 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 % hr for a 2 hr wall CONVERSION 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 PROJECT ADDRESS: the steel sleeve or wall surface. Fill material installed symmetrically on both sides of the wall. A min 5/8 in. 16 mm) thickness of sealant is required for the 1 or 2 hr F Rating . An additional 1/2 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 NOTE: CONTRACTOR SHALL 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP601S, CP606, FS-One Sealants or CP618 Putty *Bearing the UL Classification Mark +Bearing the UL Listing Mark PROVIDE U.L. LABELS AT ALL PROJECT NUMBER: Reproduced by HILTI, Inc. Courtesy of N AT FLTSP15008 Underwriters Laboratories, Inc. P E RATIONS THROUGH Hilti Firestop Systems March 15,2012 RATED TED WALLS. SHEET TITLE: UL DETAILS - THRU WALL PENETRATIONS LS1 m40 © 2015 Studio+ C:\Users\LevvN\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt 1 1 07/29/2016 JAHCA COMMENTS 2 1 11/23/2016 1 REVISION 1 C-\Users\LevvN\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt 11�i,�.4�A Ili �I p A'�fA�'�Im 1 �I�11�17'1111P�R' III' �'IRIIHI�I��R11F�1P�1�T�'€ +MI't11fIP�lR' rFNFRATnP ELECT. NURSE STATION SF REQ. SF PER PATIENT X # OF PATIENTS 2 SF 39 PATIENTS REQUIRED 78 SF PROVIDED 240 SF DINING, LOUNGES, RECREATION & SOCIAL SPACES PER FBC450.3.5 SF PER PATIENT X # OF PATIENTS 35 SF 113 PATIENTS ..... ....... ..... REQUIRED 3,955 SF PROVIDED 3,980 SF DINING SF PER FBC450.3.5 SF PER PATIENT X # OF PATIENTS 20 SF 113 PATIENTS REQUIRED 2,260 SF PROVIDED DINING ROOM ONE 1,168 SF DINING ROOM TWO 1,158 SF TOTAL 2,326 SF 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: 1 1 07/29/2016 JAHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 V l�l 2v-v U PR JPRHILLS TITLE: Z HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FUNCTIONALLY REQUIRED SPACES Al ■ OO © 2015 Studio+ 11 0:\Users\LevvN\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt ----� r -1 IM SEMI PRIVATI� PATIENT, ROOM i 25 J� / W. W. SEMI T. N25T 1 PRIVATE 25T 3 PATIENT 1 ROOM 24 1 N 25 i -- N24 N21 L N24T 1 - 3 3 r 1 PAT. TLT. . 24T W. 3 --- PAT TLT' 21T A1.30 N100 A7 W , I 1 P T PAT. TLT. 3, 1 28T -- I -- I r N28T ! 1 N3 L SEMI 1 N28 ' N31 N32 PRIVATE PATIENT - i ROOM 1 3 ' 28 ,PAT. TLT. 1 I N31T SEMI \ / 2 PRIVATE / PATIENT ROOM 31 i i i L---- J KEY NOTES ' N3 PRIVATE 1 PRIVATE NL PATIENT PATIE ROOM R46 32 OOM i , 1 I N2T Al A2 \\ i i L---- J NEW WORK �0 # NOTES Al NEW IMPACT RESISTANT FLEXIBLE WIND ABATEMENT SCREEN PER NOA NO. 15-316.09. TYP. AT ALL WINDOWS. REFER TO DETAIL 7 ON SHEET A6.01. A2 PROVIDE NEW MIAMI-DADE NOA APPROVED LOUVER TO PROTECT EXISTING PTAC UNIT. BASIS OF DESIGN SHALL BE CONSTRUCTION CONCEPTS UNLIMITED, INC. MODEL# L-90. INSTALL LOUVER FLUSH WITH EXTERIOR SIDE OF WALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. EXISTING PTAC AND WALL SLEEVE SHALL BE ADJUSTED AND REPOSITIONED WITHIN THE WALL TO ACCOMODATE PROPER LOUVER ASSEMBLY INSTALLATION. CONTRACTOR SHALL COORDINATE WITH PTAC MANUFACTURER (FRIEDRCH) TO PROVIDE ADDITIONAL SUB -BASE SUPPORTS FOR WALL SLEEVE, ALLOWING SLEEVE TO BE PARTIALLY SUPPORTED FROM RESIDENT ROOM FLOOR. TYP. AT ALL P-TAC UNITS. A3 PROVIDE NEW WALL PROTECTION, CORNER GUARDS, AND RAILING THROUGHOUT CORRIDOR. A4 MAINTAIN INTEGRITY OF 1 HOUR FIRE LID THROUGHOUT CONSTRUCTION AREA. A5 NEW NOA RATED STOREFRONT SYSTEM AND FULL LITE DOOR PER NOA 15-0528.24. A6 PROVIDE NEW BLANK PLATE COVER AT FORMER MED GAS LOCATION. PATH & REPAIR WALL AS NEEDED TO MACH EXISTING. ALL CRITICAL POWER & LIGHTING TO REMAIN FOR ALT. BED LOCATION. A7 PROVIDE BLOCKING, POWER, AND DATA CONNECTIONS AS NECESSARY FOR NURSE KIOSK, TO BE CENTERED 60" AFF. 1 NEW l SHOWER NEW ROOM 1 PRIVATE I� PATIENT ROOM 4 / r \ (W.) - NEW W WARDROBE L ---- J SEMI PRIVATE PATIENT ROOM 2 SOILdSF1 M d UTILI225 103.35 F- -N2 VV 20k�I L J ' NEW WAII ACCESSII I i� 3 T i � 1 CL UTILITY 10 6 49 SF CLN LINEN 23$ 64.00 SF A\ ARCHITECTURAL NEW WORK FLOOR PLAN 1 ARCHITECTURAL NEW WORK FLOOR PLAN 2 1 /8" = 1'-0" 1 /8" = 1'-0" GENERAL NOTES KEY PLAN (N.T.S.): PROJECT PRO., AREA PROJECT NORTH TRUE NORTH LA 171/ tu 10+ 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: 1 1 07/29/2016 JAHCA COMMENTS 2 1 11/23/2016 1 REVISION 1 ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 1 f AR97653 .A I/ I / - ll�zT PR J C TITLE: Z P RH I LLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ARCHITECTURAL NEW WORK FLOOR PLAN AlmlO © 2015 Studio+ KEY NOTES GENERAL NOTES A ALL CEILINGS TO BE CENTERED IN ROOM U.N.O. 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'-2" 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 EXISTING HVAC DIFFUSERS TO BE REPLACED WITH NEW. H EXISTING CEILING, FIXTURES AND DIFFUSERS TO REMAIN IN SOILED/ CLEAN HOLDING ROOMS AND EQUIPMENT ROOM 2x WD BLOCKING AS REQUIRED ATTACHED TO STRUCTURE EXISTING 1 HOUR RATED LID - PROVIDE FIRE CAULKING AT ALL PENETRATIONS .............. .. ........ ..... -. 5/8" GYP BD - REFER TO FINISH PLAN FOR FINISH t U d 10 ■ 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 SEALANT EACH SIDE OF TRACK LBA INTERIORS SURFACE MOUNT CURTAIN INTERIOR DESIGNER TRACK ATTACH TO METAL STUD 5650 DTC PARKWAY, SUITE 100 AND SECURE TO STRUCTURE ABOVE ENGLEWOOD, CO. 80111 SHOWER/PRIVACY CURTAIN TRACK 3 3" = 1'-0" WRAPPING OF STUD REQUIRED FOR R AND 3 HOUR CEILING APPLICATIONS ONLY DOOR CLOSING SPRING BRACKETS ARE SUPPLIED ON DOORS LARGER THAN 18" X 18" (FOR CEILING INSTALLATION ONLY. SPRING CLOSER ,.. MASONRY 9--� n n n n 20 GA CRS. MAT'L DRYWALL SELF LATCHING BOLT 2" FIRE RATED INSULATION *CHIP OUT MASONRY WALL TO CLEAR LATCH COVER RATED ACCESS PANEL 1 2 1 3" = 1'-01, CEILING LEGEND EXIT SIGN EK ED- EU,- HORN - STROBE - HORN/STROBE I OSMOKE DETECTOR 0H HEAT LAMP O DRUM LIGHT FIXTURE - SIZE VARIES - SEE ELECT. DWGS o-_ VANITY WALL FIXTURE - TYPE VARIES - SEE ELECT. DWGS WALL MOUNT OVER BED LIGHT SHOWER CURTAIN TRACK P:303.773.0436 F:303.773.0053 REVISIONS: 1 1 07/29/2016 , AHCA COMMENTS 2 1 11/23/2016 1 REVISION 1 REVIEW DAiE�---- CITY PGA EXp,M11� p CHpt1. COMPL.' W1' " ALIT ,NC COD ES pVA1l • gVILG1NG CODE, pNC FLo�t � 4EtECT;-Iltl_S ORpOPN" - ARCHITECT OF RECORD: RECESSED CAN LIGHT JOSE A PEREZ, NCARB AIA AR97653 1 HR RATED ACCESS PANEL EXIST. SURFACE MOUNT OVERALL REFLECTED CEILING PLAN 1 1 PRO, AREi NERA-1 PROJECT 1 /8" = 1'-0" Z e,- AR97653 CP ©- V 1 I�- �� • ) P ITLE: Z WRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: REFLECTED CEILING PLAN PROJECT NORTH '��F TRUE NORTH Al m20 © 2015 Studio+1 BEDSIDE TABLE/ DRESSER W/ INTEGRATED READING LAMP W. SWITCH CONTROL (BY OWNER) PER FBC 450.3.3.11 D 3-2" 3 FEET CLEARANCE ALONG 75% THE LENGTH OF ONE SIDE OF THE BED PER FBC 450.3.3.7 p LU m O Of Q O a j/\\'1jj1""j' TLT. SF 100SF OF CLEAR FLOOR AREA PER PATIENT PER FBC 450.3.3.4 N28 1 � A1.40 MI PRIVATE PATIENT ' FLAME RETARDANTi IROOM_______,, PRIVACYCURTAIN PER FBC1 450.3.3.10.1.1 i 28 -- 294.51 SF --------- ALTERNATE BED LOCATION \ PER FBC 450.3.3.9 H I I , z c WINDOW PER FBC 450.3.3.12 w O F- - Q LuOW J /' F- p 8'-8 5/8" Qw I m I I j D. j W. L JI N28 WARDROBE PER FBC 450.3.3.16 TYPICAL ENLARGED SEMI PRIVATE ROOM NEW WALL MOUNTED SINK LET ROOM PER FBC .3.3.14 kND WASHING ATION PER FBC D.3.3.1 3 3 1 /4" - 1'-0" 6 1/4" - 1'-0" TYPICAL OF PATIENT ROOM TYPE PRIVATE PATIENT ROOM 32 N32 178.71 SF EQUIP. STORAGE 33 47.22 SF W. W. WARDROBE PER FBC 450.3.3.16 i� N3 M PER FBC 2 WA L MOUNTED PRI ATE TV N ARM AT PA NT •• A.F.F. - TYP. ROO', I I„ 178.15 SF LO PRIMARY BED LOCATION / D. M I I I < N 0- D C ALTERNATE BED LOCATION `\ " �------------- -----J 3 FEET CLEARANCE ALONG ALTERNATE BED LOCATION 75% THE LENGTH OF ONE SIDE I I I PER FBC 450.3.3.9 OF THE BED PER FBC 450.3.3.7 WINDOW PER FBC 450.3.3.12 /\,-'- \, BEDSIDE TABLE/ DRESSER INTEGRATED READING LAMP W. SWITCH CONTROL (BY OWNER) PER FBC 450.3.3.11 TYPICAL ENLARGED PRIVATE PATIENT ROOM 2 1/4" = 1'-0" r -- WINDOW PER FBC 450.3.3.12 I ALTERNATE BED G I I LOCATION PER F ALTERNATE BED LOCATION FBC 450.3.3.9 E BEDSIDE TABLE/ PAT. TLT D DRESSER W/ 26T ©36" I INTEGRATED HF7M SEMI READING LAMP I A PRIVATE D. W. SWITCH o PATIENT CONTROL (BY B OWNER) PER ROOM ) ° © 42" 16 00 FBC 450.3.3.11 i 3 FEET H CLEARANCE !N16 00 ALONG 75% THE 100SF OF CLEAR FLOOD LENGTH OF ONE AREA PER PATIENT PE SIDE OF THE FBC 450.3.3.' W. BED PER FBC450.3.3.7 H WARDROBE E PER FBC �- , FLAME RETARDANT 450.3.3.16 Z ? HAND WASHING N16T I 0 i PRIVACY CURTAIN PER FBC }STATION PER 5'-111/4" 1 ~ 450.3.3.10.1.1 FBC 450.3.3.13 F O H ALTERNATE BED LOCATION 2 G o PER FBC 450.3.3.9 m 3 FEET CLEARANCE ALONG D w i 75% THE LENGTH OF ONE SIDE C 36�AT. TLT 16T Q OF THE BED PER FBC 450.3.3.7 i M z W TOILET ROOM PER FBC C W. D. J BEDSIDE TABLE/ DRESSER W/ 450.3.3.14 42' L-------- 11 INTEGRATED READING LAMP W. SWITCH CONTROL (BY OWNER) PER FBC 450.3.3.11 SEMI -PRIVATE RM. 16 - ALTERNET BED POSITION 5 1/4" = 1'-0" FLUSH VALVE SCHEDULE - PLUMBING ACCESSORIES TOE ON "OPEN" SIDE OF TOILET Type Mark Description 1 _0� MIN. A 36" GRAB BAR B TOILET PAPER DISPENSER C 42" GRAB BAR D PAPER TOWEL DISPENSER E SOAP DISPENSER F ADA ACCESSIBLE WALL MOUNT SINK G MIRROR H ROBE HOOK I SHARPS CONTAINER J HAND SANITIZER DISPENSER K ADA SHOWER SEAT L SHOWER CONTROLS BE N N N TELEVISION ON SWIVEL MOUNT BY OWNER TOILET ROOM HAND WASHING ST PER FBC 450 x z a g co cocoM O w 0 > W ~ W U_ M LUco WARDROBE PER FBC ' 450.3.3.16 120SH OF CLEAR FLOOR SPACE PER FBC 450.3.3.4 CORRIDOR C100 T_1w n,_n„ 1'_1 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 — BEDSIDE TABLE/ ENGLEWOOD, CO. 80111 DRESSER W/ INTEGRATED READING LAMP W. P:3O3.773.0436 SWITCH CONTROL (BY OWNER) PER F:303.773.0053 FBC 450.3.3.11 ENLARGED SHOWER ROOMS 1 1 /4" = 1'-0" WINDOW PER FBC 450.3.3.12 t; S 1 PAT. TLTJ_� 26T = 36" N16 100SF OF CLEAR FLOOR AR A PER PATIENT PER F 450.3 .4 HAND WASHING STATION PER FBC 450.3.3.13 TOILET ROOM PER FBC 450.3.3.14 TYP. STALL OR W.C. 42", 2" MAX. S-6" 1 PRI ATE 1 PRO I iv M D BEDSIDE TABLE/ DRESSER W/ INTEGRATED READING LAMP j H MT W. SWITCH CONTROL (BY I OWNER) PER FBC 450.3.3.11 J 31 SF PRIMARY BED LOCATION 3 FEET CLEARANCE ALONG 75% THE LENGTH OF ONE SIDE I OF THE BED PER FBC 450.3.3.7 .............. N W WARDROBE PER FBC 450.3.3.16 , � 1 , H I c 3'-0" I O_ I 3 -0" FLAME RETARDANT PRIVACY CURTAIN PER FBC � N CO 450.3.3.10.1.1 I I J 0 3 FEET CLEARANCE ALONG T. TLT w 75% THE LENGTH OF ONE SIDE m OF THE BED PER FBC 450.3.3.7 16T � I � 1 I < I W. i a D. BEDSIDE TABLE/ DRESSER W/ L____ __ INTEGRATED READING LAMP W. SWITCH CONTROL BY OWNER PER © 0 0 C - 24" DENOTES 24" GRAB BAR C - 48" DENOTES 48" GRAB BAR 00co O O V O � REVISIONS: 1 07/29/2016 AHCA COMMENTS 2 1 11/23/2016 IREVISION 1 FBC 450.3.3.11 ( ) ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA SEMI PRIVATE PATIENT RM. 16 4 AR97653 Q q 4 0 CONTROLAREA 0 - 00 Ln - �N 0 PC�� - �O e' LP AR97653 ©� 2 P J CT TITLE: CO N 17,. YRHILLS HEALTH & REHAB CENTER 0 SKILLED NURSING -10 BED INSULATION BOOT FOR BOTH DRAIN PIPE CONVERSION AND HOT WATER PIPE (IF APPLICABLE) (PLUMBEREX HAND SHIELD 1-619-322- 1772 OR APPROVED EQUAL) PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ENLARGED FLOOR PLANS © Fill 0 0 0 © 0 TOILET ACCESSORIES MOUNTING HEIGHTS 1/4" = 1'-0" Al m30 © 2015 Studio+ SCHEDULE - PLUMBING ACCESSORIES Type Mark Description A 36" GRAB BAR B TOILET PAPER DISPENSER C 42" GRAB BAR D PAPER TOWEL DISPENSER E SOAP DISPENSER F ADA ACCESSIBLE WALL MOUNT SINK G MIRROR H ROBE HOOK I SHARPS CONTAINER J HAND SANITIZER DISPENSER K ADA SHOWER SEAT L SHOWER CONTROLS M BED PAN CLEANER 103 SF SOILED UTILITY PER FBC 450.3.4.1.4 14 SF WORK COUNTER W. SINK PER FBC 450.3.4.1.4 BOILED LINEN CARTS PER FBC 450.3.4.1.4 I I I I a o I SOILED °I UTILITY 220 103.35 SF DM/ LPL - I I II I� L — _ -ILJ EXIST. CHARTING 245 SF CENTRALIZED NURSE STATION - SEE CALCS ON A1.00 EXTENTS OF NURSE STA FLUSH VALVE TO BE ON "OPEN" SIDE OF TOILET 4�0 MIN. >w ~ W U- -j(If M ww 0 Z a � � M COm M rn EGI FLUSHING RIM CLINICAL SINK W/ BED PAN RINSING DEVICE M71 PER FBC 450.3.4.1.4 11 W/C STOR. I, J. v R COUNTER LY STORAGE HAND WASHING STATION PER FBC 450.3.4.1.2 EXIST. SOAP & P.T. DISP. 12 SF WORK COUNTER PER FBC 450.3.4.1.2 64 SF CLN UTILITY PER FBC 450.3.4.1.2 STERILE STORAGE FBC 450.3.4.1.2 CLEAN LINEN CART STORAGE CENTRALIZED NURSE STATION 2 CLEAN UTILITY AND LAUNDRY AREA 1 1 /4" = 1'-0" 1 1 /4" = 1'-0" TYP. STALL OR W.C. 7°-9„ o i 01 co �0 CD CD M 0 0 2" MAX. T-6" 0 o c~v .17" © 0 0 0 C - 24" DENOTES 24" GRAB BAR [INSULATION BOOT FOR BOTH DRAIN PIPE C - 48" DENOTES 48" GRAB BAR AND HOT WATER PIPE (IF APPLICABLE) (PLUMBEREX HAND SHIELD 1-619-322- p 1772 OR APPROVED EQUAL) f 1 . 27" MAX I /I 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: 1 1 07/29/2016 JAHCA COMMENTS CONTROLAREA 0 co ARCHITECT OF RECORD: co �' T JOSE A PEREZ, NCARB AIA N co AR97653 0 © 0 E QJ TOILET ACCESSORIES MOUNTING HEIGHTS AR9�97s53 VP J C TITLE: RHILLS HEALTH & HAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ENLARGED FLOOR PLANS C-\Users\LevvN\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt Al m3l ©2015 Studio+1 Al GYP BD CEILING SEALANT 2X WD BLOCKING PL. LAM. SOFFIT TO CEILING PL. LAM. ON 3/4" e e PLYWOOD e LINE BORING @ 1 1/4" o ° O.C. W/ SPOON CLIPS o 0 ° o m (3) ADJUSTABLE PL. LAM. ON 3/4" ° � PLYWOOD SHELF 0 1'- 10" MIN. 0 ° 0 0 LOCKABLE CABINET e ° ° 0 e ° o 0 - PULL HANDLE ADJUSTABLE SHELF o 0 lJ o 0 0 0 0 ° v 0 ° ADJUSTABLE CLOTHING ROD 0 0 0 0 0 0 0 o e o U o LINE BORING @ 1 1/4" ° 0 0 O.C. W/ SPOON CLIPS W N J_ c H 0 U- 0 W Z = W co X W W W L7 SEE SHEET A1.03 Al703 n� JLL J LL California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. WALL TILE & BASE MEP&FP - SEE SHEET ID 102 2016 Alden Road Orlando, FL 32803 PAPER TOWEL AND SOAP DISP. - SEE SHEET A 1.03 P: 407.246.1688 F: 407.246.1664 GRAB BAR - SEE SHEET A1.03 TOILET PAPER DISP. -SEE SHEET A1.03 L BA INTERIORS INTERIOR DESIGNER 5650 DTC PARKWAY, SUITE 100 ENGLEWOOD, CO. 80111 P:303.773.0436 F:303.773.0053 TYPICAL PATIENT ROOM SHOWER 5 SHOWER ROOM 008 1 1 /4" = 1'-0" 1/4" = 1'-0" W N � 0 LL O Lu W Z 2 W Cn X W LU W PL LAM P W1 FABRI, TYP. r- ' A1.40 i T-0" 2'-6" INT CLEAR DI PL. LAM SOFFIT PL. LAMINATE WARDROBE W/ LOCKABLE CABINET ADJUSTABLE SHELF & CLOTHING ROD MIN INT CLEAR DEPTH OF WARDROBE = V-10". TYPICAL PATIENT TOILET 6 SHOWER ROOM 008 - WARDROBE 2 1 /4" = 1'-0" 1 /4" = 1'-0" —Z�\ W N J O � 0 u- 0 w W H cn X W W Wco 0� / e IJ � — PL LAM ADA BENCH 3'-0" 2'-6" 1 NT W/ FABRIC CUSHION LEAR DI 1 PL. LAM SOFFIT U— PL. LAMINATE WARDROBE W/ LOCKABLE CABINET ADJUSTABLE SHELF & CLOTHING ROD MIN INT CLEAR DEPTH OF WARDROBE = V-10". TYPICAL PATIENT ROOM SINK 7 SHOWER ROOM 007 3 1 /4" = 1'-0" 1 /4" = 1'-0" TYP. 0 i PROVIDE AJUSTABLE SHELVING 1'-8" AREA O J� I' @ 4" INCREMENTS 1 1/2" THICK PL. LAM SOFFIT UPHOLSTERED PL. LAMINATE PL. LAM. ON 1/4" HARD BOARD FOAM CUSHION I p WARDROBE W/ LOCKABLE _ — — CABINET W/ BACKER °p ADJUSTABLE SHELF & CLOTHING ROD SHEET CONTINUOUS — WOOD 0 BLOCKING (TYP) PL. LAM. ON 3/4" MIN INT CLEAR DEPTH OF WARDROBE = V-10". o CONTINUOUS PLYWOOD 0 WOOD N BLOCKING (TYP) BASE - REFER TO 2X BLOCKING d FINISH SCHEDULE i9 2'-6" INT CLEAR DI PL. LAM. ON 3/4" PLYWOOD BASE - REFER TO 2X BLOCKING No FINISH SCHEDULE WARDROBE CLOSET 10 ADA BENCH 8 TYPICAL PATIENT ROOM WARDROBE 4 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 1 /4" = 1'-0" REVISIONS: 1 1 07/29/2016 JAHCA COMMENTS 2 1 11/23/2016 1 REVISION 1 ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 AR97653 `0 PR JWRHILLS ITLE: Z HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: INTERIOR ELEVATIONS Al m40 @2015 Studio+I C:\Users\LevvN\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt 4 7/8" d 4 7/8" M1 0:i 4 7/8" 5/8" 3 5/8" 5/8" 5/8" tu�M 3 5/8" California I Florida I Nevada TYP. 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 UNDERSIDE UNDERSIDE STRUCTURE FINISHED CEILING - STRUCTURE UNDERSIDE OF DECK ABOVE REFER TO ABOVE OR STRUCTURE ABOVE REFLECTED CEILING FINISHED CEILING - EXISTING 1 HR PLAN EXISTING 1HR Peninsula Engineering, INC. EXISTING 1 HR REFER TO GYP BD. LID GYP BD. LID MEP&FP GYP BD. LID REFLECTED CEILING METAL CHANNEL 2016 Alden Road Orlando, FL 32803 PLAN 3-5/8" METAL CHANNEL METAL STUD FRAMING 3-5/8" METAL CHANNEL P: 407.246.1688 3-5/8" METAL STUD F: 407.246.1664 SEAL ALL OPENINGS 3-5/8" METAL STUD LL (TYP. BOTH SIDES) LBA INTERIORS FINISHED CEILING - INTERIOR DESIGNER REFER TO 5/8" GYP BD - REFER TO 5/8" GYP BD - REFER TO REFLECTED CEILING (1) LAYER 5/8" GYP BD EACH 5650 DTC PARKWAY, SUITE 100 FINISH PLAN FOR FINISH FINISH PLAN FOR FINISH PLAN SIDE EXTENDED TO BOTTOM MAX 1/4" SPACE SOUND ATTENUATION MAX 1/4" SPACE SOUND ATTENUATION ENGLEWOOD, CO. 80111 OF DECK ABOVE - REFER TO 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 METAL CHANNEL PROVIDE SEALANT IN 3-5/8" METAL CHANNEL F:303.773.0053 BLANKETS SPACE (TYP BOTH SIDES) SPACE (TYP BOTH SIDES) 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.) SMOKE PARTITION 4 1/4" WALL THICKNESS 4 7/8" TYPICAL WALL THICKNESS 4 7/8" TYPICAL WALL THICKNESS -STC RATING 45 3 SMOKE PARTITION 7-1l4" TYPICAL WALL THICKNESS 3* 7 114" TYPICAL WALL THICKNESS - STC RATING 45 TO 49 1* PARTITION TYPE 3 3 PARTITION TYPE 2 2 PARTITION TYPES 1 3" - 1'-0" 3" = 1'-0" 3" - 1'-0" ANGLE SUPPORT FOR REVISIONS: MANUFACTURER SPECS o O x ry 1 07l29/2016 AHCA COMMENTS 0__ 6 1/8" 1 1/4" 3 5/8" 1 1/4" TYP. 3 5/8" 2 LAY[ TYPE' .-. MAX 1/4" SPACE BETWEEN BOTTOM OF GYP BD & FLOOR. PROVIDE SEALANT IN SPACE (TYP BOTH SIDES) 2 HOUR FIRE/ SMOKE PARTITION - PER UL #U419 6 1/8" TYPICAL WALL THICKNESS - STC RATING 50 10" BLOWNI INSULATION 3 5/8" ADD 7/8" MET. HAT CHANNELS AT 24" O.C. 5/8" TYPE "C" GYP. BD. - EXIST. 5/8" TYPE "X" GYP BD. ON 3 5/8" METAL STUDS (1 HR WALL) GA # WP1200 MAX 1/4" SPACE BETWEEN BOTTOM OF GYP. BD. & FLOOR. PROVIDE SEALANT IN SPACE (TYP. BOTH SIDES) AS PER UL U419. EXISTING ROOF ASSEMBLY 1" AIR SPACE BLDG. WRAP VAPOR BARRIER 5/8" SHEATHING 5/8" TYPE "X" GYP. BD. v1TL. STUD : RS X" GYP. BD. TYP. EXISTING 2 HR RATED WALL ASSEMBLY - PATCH & REPAIR PER UL. 419 WOOD TRUSSES 2X WOOD BLOCKING EXISTING 1 HR RATED EID ASSEMBLY 3-5/8" METAL CHANNEL BASE - REFER TO FINISH PLAN PARTITION TYPES 01 3" = 1'-0" EXISTING TWO LAYERS TYPE "X" GYP BD. OF HAZARDOUS AREAS ADD ONE LAYER 5/8" TYPE "C" GYP. BD. TAPE & SEAL JOINTS (TYP.) REMOVE 6" OF GYP, BD. ONE SIDE, INSERT IMPALING CLIPS, INSERT THERMAFIBRER SAFING, REPLACE GYP. BD., TAPE & FINISH. BATT INSULATION PER UL I J419 METAL CHANNEL BASE - REFER TO FINISH PLAN A ADDED TYPE "X" GYP. BD. EACH SIDE. B HEAT DISSIPATION OF THE METAL TRACK ITSELF. C THE GYPSUM LAYERS OF THE ONE HOUR WALLS PROVIDE ADDITIONAL PROTECTION. D THE AREA OF EXPOSURE IS A SMALL PERCENTAGE OF THE WHOLE AREA, THEREFORE ACTUAL TEMPERATURE RISE WOULD BE LESS. E SAFING ADDED FOR CONTINUITY OF CEILING MEMBRANE 1 HOUR FIRE/ SMOKE PARTITION - PER UL #U419 4 7/8" TYPICAL WALL THICKNESS - STC RATING 45 ■ 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: 1 07/29/2016 JAHCACOMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 �Q ARSI 53' I V /1i1T _ 0 `- T 1116 FPJ T TITLE: Y RHILLS HEALTH & &AB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: PARTITION TYPES C-',Users\LevvN\Documents12016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt PARTITION TYPES 2 if A5ml 1 © 2015 Studio+ DOOR HARDWARE DESCRIPTION 01- DOUBLEACTING DOOR: SEE HARDWARE SET AS PROVIDED IN ARCHITECTURAL SPECIFICATION SECTION 087100. 02- EXTERIOR DOOR W/PANIC HARDWARE. SEE HARDWARE SET AS PROVIDED IN A HITE RAL ECIFI TION CTIO 8710 03- NEW PATIENT ROOM DOORS: PRIVACY FUNCTION - MORTISE LOCK WITH INTERIOR THUMB TURN AND EMERGENCY KEY OVERRIDE ON THE EXTERIOR OF THE DOOR. INTERIOR SIDE OF DOOR ALLOWS EGRESS AT ALL TIMES. DOOR IS FULLY GASKETED. 04- NEW PATIENT TOILET ROOM DOORS: PRIVACY FUNCTION - MORTISE LOCK WITH INTERIOR THUMB TURN AND EMERGENCY KEY OVERRIDE ON THE EXTERIOR OF THE DOOR. DOORS SWING OUT FROM PATIENT TOILET ROOMS AND ALLOW EGRESS FROM WITHIN THE TOILET ROOMS AT ALL TIMES. 05- NEWSTORAGEROOMDOORS: STORAGE FUNCTION - MORTISE LOCK WITH KEYENTRY FROM THE EXTERIOR/ CORRIDOR SIDE OF THE DOOR. DOOR IS OUTFITTED WITH A CLOSER, IS FULLY GASKETED AND ALLOWS EGRESS FROM WITHIN THE STORAGE ROOM AT ALL TIMES. 06- NEW DOUBLE EGRESS PAIR: DOOR AND HARDWARE ARE RATED FOR 90 MINUTE DOOR. DOOR IS EQUIPPED WITH PANIC BAR, MAGNETIC HOLD OPENS, AND CLOSER. DURING NORMAL OPERATION, THE DOORS ARE HELD OPEN BY THE MAGNETIC HOLD OPEN. THE MAGNETIC HOLD OPENS RELEASE THE DOORS UPON SOUNDING OF THE FIRE ALARM SYSTEM. PANIC BARS ALLOW EGRESS AT ALL TIMES FROM THE EGRESSING SIDE OF THE DOOR. THE DOOR IS FULLY GASKETED. 2 J 2 / J\ DOOR NUMBER DOOR PANEL SIZE FIRE RATING DOOR FRAME WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL TYPE C100 7' - 6" 7' - 0" 90 MIN SCWD P1 3 EXIST. EXIST. N2 4'- 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N2T 3'- 0" T - 0" SCWD P1 1 EXIST. EXIST. N3 4' - 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N3T 3'- 0" T - 0" SCWD P1 1 EXIST. EXIST. N5 4' - 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N5T T - 0" 7' - 0" SCWD P1 1 EXIST. EXIST. N7T 4'- 0" 7' - 0" SMOKE SCWD P1 1 EXIST. EXIST. N8T 4'- 0" 7' - 0" SMOKE SCWD P1 1 EXIST. EXIST. N15 3' - 0" 7' - 0" SMOKE SCWD P1 1 EXIST. EXIST. N16 4' - 0" 7' - 0" SMOKE SCWD P1 1 EXIST. EXIST. N16T T - 0" T - 0" SCWD P1 1 EXIST. EXIST. N19 4'- 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N19T 3'- 0" 7' - 0" SCWD P1 1 EXIST. EXIST. N20 3' - 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N21 4' - 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST, N21T 3' - 0" T - 0" SCWD P1 1 EXIST. EXIST. N24 4'- 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N24T 3' - 0" T - 0" SCWD P1 1 EXIST. EXIST. N25 4'- 0" 7' - 0" SMOKE SCWD P1 1 EXIST. EXIST. N25T 3'- 0" T - 0" SCWD P1 1 EXIST. EXIST. N26 4'- 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N26T 3' - 0" 7' - 0" SCWD P1 1 EXIST. EXIST. N28 4' - 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N28T 3'- 0" 7' - 0" SCWD P1 1 EXIST. EXIST. N31 4'- 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N31T 3' - 0" T - 0" SCWD P1 1 EXIST. EXIST. N32 4'- 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N32T T - 0" 7' - 0" SCWD P1 1 EXIST. EXIST. N33 3'- 0" T - 0" SMOKE SCWD P1 1 EXIST. EXIST. N100 4'- 0" T - 0" -- ALUM. ALUMN. 2 ALUMN. A EXISTING WALL ASSEMBLY. STUCCO OVER METAL LATH / 1" RIGID INSULATION 15/8" SHEATHING W/ WEATHER Q BARRIER 13 5/8" METAL STUDS W 2 U U) O PATCH AND REPAIR STUCCO AS NEEDED I — Of w LL LLI WEATHER BARRIER. PATCH AND Of REPAIR. PROVIDE NEW FLASHING AND SEALANT. REFER TO SCHED. / / / 0 W 2 U W O I — Of W LL W cIf REFER TO SCHED. DOOR SCHEDULE DETAILS HARDWARE HEAD JAMB PANIC HARDWARE HARDWARE GROUP -- -- Yes 06 -- -- 03 -- -- 04 -- -- 03 -- -- 04 -- -- 03 -- -- 04 -- -- 01 -- -- 01 -- -- 05 -- -- 03 -- -- 04 -- -- 03 -- -- 04 -- -- 05 -- -- 03 -- -- 04 -- -- 03 -- -- 04 -- -- 03 -- -- 04 -- -- 03 -- -- 04 -- -- 03 -- -- 04 -- -- 03 -- -- 04 -- -- 03 -- -- 04 -- -- 05 6/A6.01 7/A6.01 Yes 02 REFER TO SCHED. CV T N QLU / \ U / \ 0 / \ U 0 U) LL] \ / O i j \ LL:/ w LL of\\ Q /LL:/ LLI 2 1/2" REFER TO 2 1/2" SCHED. TT M REMARKS DOUBLE EGRESS PAIR W/ PANIC BAR AND MAGNETIC HOLD OPEN DOUBLE ACTING DOOR W/ WIRE BRUSHING AT EDGES DOUBLE ACTING DOOR W/ WIRE BRUSHING AT EDGES ACCESS CONTROL - PANIC BAR 2" 4'-0" 2" 111111 7- 3 i.01 N 2" REFER TO SCHED. 2" SCHEDULED STOREFRONT - INSTALL PER FLORIDA PRODUCT 1 2 3 A B C APPROVALFL8787.3 STOREFRONT DOUBLE ACTING EXISTING DOUBLE FLORIDA PRODUCT APPROVAL: EGRESS 8786.3 3 STOREFRONT HEAD DETAIL 7 DOOR & FRAME ELEVATIONS 1 3" = 1'-0"" 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". EXISTING MTL. STUDS - 5/8" GYP BD REPAIR/REPLACEAS VARIES SEE NEEDED. I _ VARRIES SEE SEALANT EACH SIDE I PARTITION TYPE EXISTING PAINTED GYP BOARD - I PERIMETER NEOPRENE PATCH AND REPAIR INTERIOR WALL AND BASE AS NEEDED I I PARTITION TYPE SMOKE SEAL SYSTEM BY I _I I NATIONAL GUARD GYP. BD. - NUMBER CONTINUOUS SEALANT I \ D PRODUCT OR EQUAL OF LAYERS AS NUMBER OF LAYERS SCHEDULED EXISTING WALL ASSEMBLY. 4" jBRICK FACE! 1" AIR GAP / 5/8" AS SCHEDULED METAL STUDS I , I SHEATHING W! WEATHER BARRIER -I I 35/8"METAL STUDS 3 5/8„ METAL STUDS SEALANT (EACH SIDE) I%I SEALANT (EACH SIDE) WEATHER BARRIER. PATCH AND REPAIR. PROVIDE NEW FLASHING H.M. DOOR FRAME AND SEALANT. CONTINUOUS SEALANT H.M. DOOR FRAME RABBIT BEYOND SCHEDULED STOREFRONT- INSTALL PER FLORIDA PRODUCT LIGHTLY PACKED FIBERGLASS SOLID CORE DOOR APPROVAL FL8787.3 OR MINERAL WOOL INSULATION DOOR - REFER TO SCHEDULE DOOR - REFER TO SCHEDULE DBL ACTING DOOR FRAME NOTE: PROVIDE MANUFACTURER'S RECOMENDATION 2X FRT BLOCKING HEAD REINFORCING FOR DOORS OVER T-0" WIDE. DBL METAL STUD FRAMING PROVIDE MIN DOUBLE CHANNEL. STOREFRONT JAMB DETAIL 8 DOOR HEAD DETAIL 4 DBL ACTING DOOR JAMB DETAIL 3 HEAD DETAIL -DOUBLE EGRESS 2 31" = 1 "-01 " 31" = 1 "-01 " 31" = 1 "-0"" 31" = 1 "-01 " REFER TO SCHED k V.I.F. REFER TO SCHED. 1'-1" - NV 1. INTERIOR SIGNS SHALL COMPLY WITH CHAPTER 7 OF THE 7 �. TYR 2014 EDITION OF THE FLORIDA ACCESSIBILITY CODE (MIN.) EXISTING WALL ASSEMBLY. STUCCO OVER METAL LATH/7" I I � �4 2. SUBMIT SHOP DRAWINGS INDICATING SIZE, SHAPE 011 6.� RIGID INSULATION 1518" SHEATHING W/WEATHER '11001 - 91, AND DETAILS OF CONSTRUCTION OF LETTER AND00 \ / BARRIER 13 5/8" METAL STUDS SIGNS. \ / 04 AREA OF 3. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL - LL: FLEXIBLE WIND ABATEMENT SCREEN ANCHORED TO STRUCTURE- �� 18" MIN REFUGE BE A NON -GLARE FINISH. CHARACTERS AND SEE DOOR SCHED. X N - ~ > NSTALLPER NOAN0.15-0316.09 CENTER ON SYMBLOLS SHALL CONTRAST WITH THEIR BACKGROUND. / \ TACTILE CHARACTERS \ 4. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT / \ \\ x TO THE LATCH SIDE OF THE DOOR. / TYR / \ Z — g 5. COPY FOR SIGNS SHALL BE APPROVED BY ARCHITECT. i 16 01 E0 CD 6. INSTALL SIGNS WITH 1/16" DOUBLE SIDED FOAM TAPE. - 7. SIGNS CONTAINGING TACTILE CHARACTERS SHALL BE EXISTING WINDOW SYSTEM \ LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" X 18" A MIN., CENTERED ON THE TACTILE CHARACTERS, IS IMPACT RESISTANT PROVIDED BEYOND THE ARC OF ANY DOOR SWING. STOREFRONT NOA NO. 15-0528.24 WINDOW SHUTTER DETAIL 9 ADA SIGNAGE REQUIREMENTS 6 WINDOW ELEVATIONS 5 3"" = 1'-0"' ' 1/2" = 1 "-01 " 3/8" = 1 "-01 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: 1 1 07/29/2016 JAHCA COMMENTS 2 1 11/23/2016 1 REVISION 1 ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 R J CT TITLE: P YRH I LLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: DOOR WINDOW SCHEDULE A6mOl © 2015 Studio+ C:\Users\LevvN\Documents12016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER LevvN.rvt ARCHITECTURAL FLOOR FINISH PLAN 1 /8" = 1'-0" KEY NOTES GENERAL NOTES KEY NOTES ■ tu 1�1 10 + 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 �7.q -1, A` ss 15910 GENERAL NOTES REVISIONS: FLOOR FINISH NOTES: 2 11/23/16 1 Revision 1 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 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, CARPET TO SWV AND CARPET TO TILE TRANSITIONS ARE TO BE LEVEL W/SEAMS TIGHTLY BUTTED. FLOAT FLOOR OR PROVIDE UNDERLAYMENT AS NECESSARY; RE: INTERIOR FINISH SPECS. 6. CENTER FLOORING TRANSITIONS UNDER DOOR UNLESS OTHERWISE NOTED. 7. ALL GROUT TO BE SEALED. 8. 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. 9. SUBMITTALS: PRODUCT SUBMITTALS & SEAMING DIAGRAM FROM CONTRACTOR FOR ALL FINISH MATERIALS. SUBMIT TO DESIGNER FOR APPROVAL PRIOR TO ORDERING - TYPICAL. FLOOR FINISH LEGEND: NOT IN CONTRACT REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION CPT CPT SC SEALED CONCRETE WOM WALK -OFF MAT RBT RUBBER TREAD RB RUBBER BASE O EPDXY SWV SIMULATED WOOD VINYL SV SHEET VINYL OT TILE VCT VINYL COMPOSITION TILE KEY PLAN (N.T.S.): ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER SKILLED NURSING -'10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FLOOR FINISH PLAN C:\RVT2016\2016.3310- ADVENTIST - ZEPHYRHILLS WING CONVERSION_dking.►vt 11 /28/201 8 9-04:13 AM PROJECT NORTH Ge TRUE NORTH ID101 © 2015 Studio+I KEY NOTES r 2 ARCHITECTURAL WALL FINISH PLAN 1 /8" = 1'-0" KEY NOTES rwiv i ro rut' m �ruum FINISH SPECS. SCHLUTER END PIECE RE: INTERIOR FINISH SPECS. TILE T2 RE: INTERIOR FINISH SPECS. ACCENT TILE T3 RE: INTERIOR FINISH SPECS. TILE T2 RE: INTERIOR FINISH SPECS. SCHLUTER BASE RE: I INTERIOR FINISH SPECS. I I TYP. PUBLIC SHOWER TILE DETAIL 1 /4„ = 1'-011 GENERAL NOTES GENERAL NOTES 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 P2, 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, P1. RESIDENT UNIT CEILINGS TO RECEIVE LOW VOC, EGGSHELL PAINT, P2. RESIDENT UNIT BATH WALLS AND CEILINGS TO RECEIVE LOW VOC, SEMIGLOSS PAINT, P2. PUBLIC TOILETS/SHOWERS TO RECEIVE LOW VOC, SEMI- GLOSS PAINT, P2 ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. 7. TRIM TO RECEIVE PAINT, P1 PER SPECIFICATION BY LBA INTERIORS. 8. CORNER GUARDS ON OUTSIDE CORNERS IN PUBLIC AREAS, UNLESS OTHERWISE NOTED, RE: INTERIOR FINISH SPECIFICATIONS 9. REFER TO INTERIOR ELEVATIONS AND ENLARGED PLANS FOR ADDITIONAL WALL FINISHES AND INFORMATION. WALL FINISH LEGEND: 41 X FINISH MATERIAL BELOW FINISH MATERIAL ABOVE 0 SINGLE FULL HEIGHT WALL FINISH MATERIAL © PAINT F—W—V7 WALL VINYL T� 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. ECG CORNER GUARD �CG FULL HEIGHT CORNER GUARD REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION KEY PLAN (N.T.S.): 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: 121 11/23/16 Revision 1 ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER SKILLED NURSING - 10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: WALL FINISH PLAN C:\RVT2016\2016.3310- ADVENTIST - ZEPHYRHILLS WING CONVERSION_dking.rvt 11/2A/2n16 9-04-14 AM PROJECT NORTH ME TRUE NORTH ID1 02 C 2015 KEY NOTES tud:io+l -1 SEMI PRIVATE PATIENT ROOM 25 T. rLT. 25T PATIENT ROOM 28 SEMI PRIVATE PATIENT ROOM 31 PRIVATE PATIENT ROOM 19 CORRIDOR C100 SEMI- PRIVATE PATIENT ROOM 26 L SEMI PRIVATE PATIENT ROOM 2 2T SEMI PRIVATE PATIENT ROOM 16 NEW PRIVATE PATIENT ROOM 5 ARCHITECTURAL HANDRAIL CHAIR RAIL PLANS FACE OF GYPSUM WALLBOARD 1 1/2" 1 1/2" 0- - N CONTINUOUS WOOD BLOCKING WITHIN WALL BETWEEN STUDS OR METAL STRAP SECURED TO STUDS 2)MOULDINGS, 6" = 1'-0" KEY NOTES LO 1 1/2" THICK HARDWOOD HANDRAIL - FINISH PER SCHEDULE T.O. RAIL T-0" A.F.F. MOULDING MW5 SECURED TO FACE OF HANDRAIL - FINISH PER SCHEDULE LAG BOLT @ 24" O.C. COUNTERSUNK INTO CONTINUOUS WOOD BLOCKING HANDRAIL AND CHAIRRAIL TO BE PAINTED P1 RE: INTERIOR FINISH SPECIFICATIONS CONTINUOUS WOOD BLOCKING (LEAVE 2" GAP IN BLOCKING AT 10'-0" INTERVALS, MIN. (1) GAP PER RUN OF HANDRAIL) MW1 T HANDRAIL in 3/4" MW5 PICTURE RAIL/ CHAIR RAIL T.O. RAIL 2'-10" A.F.F. CHAIRRAIL TO BE PAINTED P1 RE: INTERIOR FINISH SPECIFICATIONS NEW SHOWER ROOM 8 LINE OF HANDRAIL, MWA 00 LINE OF CHAIR RAIL, MW-5 0� ,\200 FACE OF WALL - WALL TYPE VARIES, RE: FLOOR PLANS 3 HANDRAIL DETAIL 1 3" = 1'-0" GENERAL NOTES HAND-RAIL/CHAIR-RAIL LEGEND: -- - - - -- HANDRAIL CHAIR RAIL FACE OF HANDRAIL, MW-1 LINE OF CHAIR RAIL, MW 5 DOOR CASING 31/2' 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 - LEANRAIL EXTENTS IS TO BE SHIFTED TO ACCOUNT FOR THE DOOR RESTING AGAINST CORRIDOR WALL 5 HANDRAIL DETAIL 3 3" = 1'-0" LINE OF HANDRAIL, MW-1 LINE OF CHAIR 73 .000 RAIL BELOW, MW-5 M N FACE OF WALL - WALL TYPE VARIES, RE: FLOOR PLANS 4 HANDRAIL DETAIL 2 3" = 1'-0" GENERAL NOTES 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 REVISIONS: 2 11/23/16 Revision 1 ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: HAND -RAIL / CHAIR- RAIL P LAN S & DETAILS C:\RVT2016\2016.3310- ADVENTIST - ZEPHYRHILLS WING CONVERSION_dking.rvt 11/28/2016 9:04-14 AM PROJECT NORTH TRUE NORTH Ljll� 171/ 1 103 © 2015 Studio+ a PLUMBING SPECIFICATIONS: MR-., lo I 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 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 PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 FLORIDA BUILDING PLUMBING CODE (5TH EDITION) AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. �di771I� 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 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. 0xilIDI671 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. IEXCAVATION 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. 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 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 LIST COPIES OF WARRANTIES WIRING DIAGRAMS INSPECTION REPORTS & 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 V 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 0.25% 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 CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. FLOOR CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL, 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 BUILDIN 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 PANEL 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, AND 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 PROTECTION 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 THROUG 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 (1Y-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 V 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 THOROUGHL 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 MINIMALAND 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 AN INTERRUPTION DURING NON -CRITICAL HOURS OR NOTIFY OWNER AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO INTERRUPTION. PUT INTERRUPTED SERVICES BACK INTO OPERATION AS SOON AS IS PRACTICAL. NO SHUT DOWN CAN BE DONE WITHOUT THE 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, PLUMBING FIXTURE SCHEDULE PLAN MARK DESCRIPTION MANUFACTURER/MODEL NUMBER WC-1 WATER CLOSET: (PHYSICALLY HAND ICAPPED)(PRESSURE ASSISTED)(BEDPAN LUGS) 1, PRESSURE ASSISTED, VITREOUS CHINA, FLOOR MOUNTED ELONGATED BOWL, CLOSE AMERICAN STANDARD 2168.175 COUPLED TANK, 1.6 G.P.F., 18" HIGH FROM FINISH FLOOR. INTEGRAL BEDPAN LUGS. 2. PRESSURE ASSIST: FLUSHOMETER TANK SYSTEM. SLOAN-FLUSHMATE 3. SEAT: WHITE EXTRA HEAVY DUTY PLASTIC FOR ELONGATED BOWL, OPEN FRONT LESS BEMIS 1655-SSC COVER WITH CONCEALED CHECK AND STAINLESS STEEL HINGE POST. 4, BEDPAN WASHER: WALL MOUNTED EXPOSED FOR COLD WATER ONLY WITH HOSE SPRAYCHICAGO FAUCET 809 HOLDER AND VACUUM BREAKER. (MOUNTING HEIGHT PER MANUFACTURES RECOMMENDATIONS) 5. SUPPLY: 3/8" ANGLE SUPPLY WITH ANNEALED VERTICAL TUBE, WHEEL HANDLE STOPS AWCGUIRE ESCUTCHEON. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION SAN SAN SANITARY WASTE GL GL GREASE LINE SD SD STORM DRAIN CD CD CONDENSATE DRAIN - CW COLD WATER - - HW HOT WATER - - - - - HWR HOT WATER RETURN DIRECTION OF FLOW V V VENT LINE JIL VTR VENT THRU ROOF oc P-TRAP FD FLOOR DRAIN Oc HD HUB DRAIN ECO EXTERIOR CLEAN OUT 7k0 WCO WALL CLEAN OUT I1--_ Co CLEAN OUT FCO FLOOR CLEAN OUT GV GATE VALVE CV CHECK VALVE -f�i-- BALL VALVE (FULL PORT) n T WATER HAMMER ARRESTOR 4_0 HB HOSE BIBB C CAPPED PIPE C i RISER DOWN (ELBOW) Q+-- RISER UP (ELBOW) + BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION BRANCH - SIDE CONNECTION O RD ROOF DRAIN O SRD SECONDARY ROOF DRAIN POC POINT OF CONNECTION Q LOR POINT OF DISCONNECT / LIMIT OF REMOVAL REDUCER FITTING California I Florida I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http.,Iiwww.peina.com Email to: pei@peffla.com JOB #: 15384 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 JAHCA COMMENTS 2 11/23/16 REVISION #1 L_l SH-1 LAVATORY (PHYSICALLY HANDICAPPED) 1. VITREOUS CHINA, WALL HUNG, 20-112" X 18-1/4" PUNCHED FOR COMBINATION FITTINGS. 2, FITTING: 8" WIDESPREAD COMBINATION, CHROME PLATED 4" WRIST BLADE HANDLES, GOOSENECK SPOUT, 0.5 G.P.M. FLOW LIMITER, 1-1/4" GRID STRAINER AND TAILPIECE. 3, TRAP: CAST BODY ADJUSTABLE "P" TRAP WITH CLEAN OUT. 4. SUPPLY: 3/8" ANGLE BALL STOP, 114 TURN, WITH ANNEALED VERTICAL TUBE AND ESCUTCHEON. 5, CARRIER: RECTANGULAR STEEL UPRIGHTS WITH CONCEALED ARMS AND SLEEVES. SHOWER: (PHYSICALLY HANDICAPPED) AMERICAN STANDARD 0356.015 CHICAGO FAUCET 785-GN28-317 McGUIRE BRASSCRAFT ZURN Z-1231 SYMMONS S 96 300 B30 L V ENGINEER OF RECPRD: 1. ANTI -SCALED PRESSURE BALANCE SHOWER VALVE, SUPPLY ELL AND WALL FLANGE, 04'� HEAVY DUTY CHROME PLATED BRASS HOSE WITH RUBBER HOSE SWIVEL CONNECTOR,; SLIDE BAR, AERATED HAND HELD WITH RUBBER LINER, SHOWER. J� R ,.•••°°°•..,. ` i a No.37313 (P SHOWER/FLOOR DRAIN; 1. SHOWER DRAIN: CAST IRON BODY WITH BOTTOM OUTLET COMBINATION INVERTIBLE ZURN ZN-145-56 STATE OF `�� OR�� •6=";: MEMBRANE CLAP AND ADJUSTABLE TYPE NICKEL BRONZE STRAINER. e �*, BO�Ae,.•' �� 2. TRAP: DEEP SEAL, DU RA COATED CAST IRON WITH BOTTOM BRONZE CLEANOUT. ZURN Z1000®��7•. A sQez L_2 HANDWASHING SINK - PATIENT ROOM (WALL MOUNTED) Jose. A. Marques, PE, 1. VITREOUS CHINA, WALL -HUNG CORNER SINK, FRONT OVERFLOW, 16 3/4" X 11 1/4" X AMERICAN STANDARD 0451.001 FL Reg. No. 37313 51/4" DEEP, SINK RATED FOR 250 LBS. LOAD PER MANUFACTURER'S LITERATURE. PROJECT TITLE: PROVIDE DOCUMENTATION AT TIME OF AHCA INSPECTION. 2. FITTING: SINGLE HOLE MOUNTING WITH OPTIONAL ESCUTCHEON PLATE. ADA- AMERICAN STANDARD 7420.101 COMPLIANT METAL LEVER HANDLE, SPOUT, 0.5 G.P.M. FLOW LIMITER, ADVENTIST CARE CENTERS 1-11/4" GRID STRAINER AND TAILPIECE. 3, TRAP: CAST BODY ADJUSTABLE "P" TRAP WITH CLEAN OUT. McGUIRE McGUIRE ZEPHYRHILLS HEALTH &REHAB 4. SUPPLY: 3/8" ANGLE BALL STOP, 1/4 TURN, WITH ANNEALED VERTICAL TUBE AND ESCUTCHEON, CENTER -10 BED SKILLED 2 NURSING BED CONVERSION Al PLUMBING DRAWING INDEX Sheet Number Sheet Name Current Revision P001 SPECIFICATIONS AND LEGEND - PLUMBING 2 P201 FIRST FLOOR DEMOLITION PLAN - SANITARY/VENT P202 FIRST FLOOR DEMOLITION PLAN - DOMESTIC WATER P203 FIRST FLOOR DEMOLITION PLAN - MEDICAL GAS 1 P301 FIRST FLOOR RENOVATION PLAN - SANITARY/VENT 2 P302 FIRST FLOOR RENOVATION PLAN - DOMESTIC WATER 2 P801 RISER DIAGRAM - PLUMBING 2 PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 C PROJECT NUMBER: FLTSP15008 SHEET TITLE: SPECIFICATIONS AND LEGEND - PLUMBING PROJECT NORTH TRUE NORTH Pool © 2015 Studio+ C \l1-,Pr.S\kinnP\nnriimPnts\15384 7FPHYRHII I S HFAI TH R RFHAR (FNTFR KInnP rvt 1 a FIRST FLOOR RENOVATION PLAN - SANITARYNENT 1/4" =1'-0" KEY NOTES: PROVIDE NEW 1-1/4" SANITARY WASTE LINE AND P-TRAP FROM NEW LAVATORY (L_1) INTO EXISTING VENTED SANITARY WASTE LINE. 2❑ EXISTING SHOWER STALL TO BE RE -TILED. EXISTING DRAIN TO REMAIN. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR REPLACEMENT OF DRAIN GRATE, IF REQUIRED, 3❑ EXTEND EXISTING 4" SANITARY BRANCH BENEATH SLAB TO PROVIDE SERVICE TO NEW WATER CLOSET (WC-1), LAVATORY (L_1), AND SHOWER STALL DRAIN (FD-1). PROVIDE VENT PIPING FOR FIXTURES. SEE SANITARYNENT RISER DIAGRAM FOR VENT PIPING SIZES. ® EXTEND EXISTING 3" SANITARY BRANCH BENEATH SLAB TO PROVIDE SERVICE TO NEW WATER CLOSET (WC-1) AND LAVATORY (L_1). PROVIDE VENT PIPING FOR FIXTURES. SEE SANITARY/VENT RISER DIAGRAM FOR VENT PIPING SIZES. PROVIDE NEW 1-1/4" SANITARY WASTE LINE AND P-TRAP FROM NEW HAND WASHING SINK (L_2) INTO EXISTING VENTED SANITARY WASTE LINE. PROVIDE NEW 1-1/2" SANITARY BRANCH LINE CONNECT TO EXISTING SANITARY MAIN AND EXTEND BENEATH SLAB TO NEW LAVATORY LOCATION, AS REQUIRED. © PROVIDE NEW 3" SANITARY WASTE LINE TO SERVE NEW LAVATORY( 1� IN NURSE STATION AREA. TIE NEW SANITARY AND VENT PIPING INTO EXISTING SYSTEM IN CORRIDOR. FAI SOILED UTILITY ......................... 220 EXTEND NEW 1-1/2" TO CONNECT TO EXISTING VENT SYSTEM. i_.._................ HIED. REC , WORK ROOM i.m.._.m____ ........ .i 2NURSE STATION LAVATORY - SANITARYNENT 1/4" = 1'-0" A" AREA OF WORK Ro� NURSE STATION LAVATORY LOCATION KEY PLAN 1" = 80'4' 4"M California I Florida I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246-1688 FAX: (407) 246-1664 http.ilwww.peifla.com Email to; pei@peiffa.com JOB #. 15384 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and In connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. Oopyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 JAHGA COMMENTS 2 1 11/23/16 1 REVISION #1 ENGINEER OF RECORD: ERT© ®Otis,° •'�\C E , '3"c' °. 9� No. 37313 STATE OF t� •• °®...®.••° dx4.. /ONAL �111�11111%%%It t z/ ri /r� Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - SANITARYNENT ('-\I ICPrC\kinna\nr)riimantc\1.riRRA 71=PHYRHII I R HFAI TH P. RFHAR ('ENTER Klnna rift PROJECT NORTH IN M TRUE NORTH P301 © 2015 Studio+ FIRST FLOOR RENOVATION PLAN - DOMESTIC WATER 1 /4" =1'-0" KEY NOTES: F1 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW LAVATORY (L_1) INTO EXISTING 1/2" DOMESTIC COLD AND HOT WATER LINES. SHOWER TO BE RE -TILED. PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW SHOWER VALVE AND HEAD ASSEMBLY(SH-1) INTO EXISTING 1/2" DOMESTIC COLD AND HOT WATER LINES. PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD WATER LINE FROM NEW WATER CLOSET (WC-1) INTO EXISTING 1/2" DOMESTIC COLD WATER LINE. ® PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW SHOWER VALVE AND HEAD ASSEMBLY(SH-1) INTO EXISTING 1/2" DOMESTIC COLD AND HOT WATER LINES. PROVIDE 1/2" TRAP PRIMER FROM NEW LAVATORY TO NEWIEXISTING FLOOR DRAIN, © PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW LAVATORY (L-2) INTO EXISTING DOMESTIC COLD AND HOT WATER LINES. 7❑ PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW LAVATORY (LH), IN NURSE STATION AREA, INTO EXISTING DOMESTIC COLD AND HOT WATER LINES ABOVE CORRIDOR. 1/4"m NURSE STATION LAVATORY - DOMESTIC WATER 1/4" =1'-0" AREA OF WORK NURSE STATION LAVATORY LOCATION L3 0 1 KEY PLAN 1" = 80'-0" PROJECT NORTH TRUE NORTH Californiatumlo+ - .•. Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE. (407) 246.1688 FAX. (407) 246.1664 http.liwww.peifia.com Email to: pei@peifia.com JOB #. 15384 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 JAHICA COMMENTS 2 1 11/23/16 1 REVISION #1 ENGINEER OF RECORD: �� INTO ° s No. 3313 UP r STATE OF Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: G ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 .� 4- FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - DOMESTIC WATER C: 111�Pr.�\kinn¢\I�nrumPnts\153R4 7FPHYRHII 1 .1; HFAI TH R RFHAR C:FNTFR KlnnP rvt P302 © 2015 Studio+ NNl �h R2j r^ � I 1 'Ti ,"Ll flo, i I qy r i I i 1 `\ � Fg I I ,�� I \\1 r/ter „� ..,...,,... •�tJ �...'_ � �� J��,�' I ~\�� ! !,_,I '� �°` I ```. ;r'Fr ;r" � ✓ �jj��TT�j// t I � I '\ Y"SJ J, i�__ �` I • *, yam.... �., �` ,� I y I Ii y. all !';r �§ ,. ` I ,� � I ,'"`n 3 I �rg d,r.l I �. "'N°' �^ i'" ` 1 \ •''� I 2 I �. i r•.`� r..ti y r I 2 .ss " 1 I k � r i• £'' a»"` � I fit; I Y' Californiatudnio FloridaNevadia Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE. (407) 246.1688 FAX.- (407) 2,46.1664 http;llwww.peifla.com Emafl to: peiQpeifla.com JOB #. 15384 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 07/29/16 JAHCA COMMENTS 2 11/23/16 1 REVISION #1 1 I ' � ( `y t � f f•� ENGINEER OF RECORD: EN STATE OFF 1 ° 4 IhA- t"ZI�R Jose. A. Marques, PE, 9 " FL Reg. No. 37313 RENOVATION RISER DIAGRAM - SANITARYNENT N.T.S. PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -'10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 FLTSP15008 SHEET TITLE: RISER DIAGRAM - PLUMBING PROJECT NORTH C:\Users\kinaelDocumPnts115384 ZEPHYRHILLS HEALTH & REHAB CENTER KInae_rvt TRUE NORTH © 2015 Studio+ I GENERAL NOTES: t C] LIGHTING FIXTURE SCHEDULE n - w:l �a.�L T� ,-P,/h�tI��EL OLTi�.CE _ 410L;I T''"(' sA TT� F_C P 18" ELU'J�H [,A0UN '0`,SIN1 F'019' I"o AI`9 1L F'-UCH' 180 B ,, 11 „ FL'J,�' i P✓t� lvv;' �(�;��II !F;�I'I ? r 9EO A"19 GEIHPIG FLUS-1 U 20 -L';_S [,410i_ I\, T I: 47,� 70120 ;1 a E L %' �-, L! Y i�E 0 G� [,,- F 1 L'_lJ ,r ��0l'i_` -I C r'Y:; I�,i 1L.,ilt LIJ�: Sl"i T'u 1?CI A I D. Pr A 1,0, Ij T 7 F- r LII.:'l�'. •I� I,JJ C 0 _I.. JI..D 60 J8J JVVI-L' I.; I/.0 LED` -_II_ �i F.._. 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K.. ;IFC1��41E _.JL1i`'1,vi�[, _�FFCh-, , �.''D �l Tl_ET D k L�:J,_ �•11011 v,d11: 1 D!�i,T':10f �, F'IPIi'.., vI`D , I '!I'=1.'lEPvJ�I IJ�IALI I'd ON'. L rL_-r;TCRE ,.'US DE UI_ JQT-D. ,..a J;Nh., i:ih, T0, ,:Aw :�,Ti�, EG �I�='�C I _I'S111F:. F NOT J_ L'. 7— V. �.ED L. Cl T TIXTUF,E_S `HAIJ HAVE �: MIN,IJUM P` 90 AND A CONGA' T_ P,`PC�`�ti '.J E C;T OT!�K Ci < ZEF;C�.. NCH of )II lA I. �.;AC T LC,?: Jf JITH / L r- Ti �fF vA IP �.F vl l� J. �, _;�E� N�.IE A'I iH '�TIP�C _ OF='� : N� yF ,�0D F0F,' -XA TYPt = G P, i; = I �Ul ED. 3. 000 u:N .. _ P IJPAD P J ' S AC AN H R0I'\j RL ,JR,L D P I70 0 Fr\I N,' 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 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 CONNECTORFOR ALL RELOCATED FLUORESCENT FIXTURES. UL LISTED CONNECTORS ARE MANUFACTURED BY IDEAL,THOMAS AND BETTS AND WAGO, ANY UL LISTED CONNECTOR WILL BE ACCEPTABLE. INSTALL PER MANUFACTURERS SPECIFICATIONS. 8. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES AND ARE SHOWN FOR REFERENCE ONLY. KEY NOTES: 47A m Emm-"I, 1" = 80'-0" CONNECT LIGHTS TO EXISTING LIFE SAFETY CIRCUIT. LS-1 AND CONTACTOR. CONNECT LIGHTS TO EXISTING CRITICAL BRANCH CIRCUIT. PROVIDE A NEW RED SWITCH AND RED ENGRAVED COVERPLATE. 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. A nr A nr ►A1nn1Z California I Florida I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE., (407J 246.1688 FAX: (407) 2,46.1664 http.liwww.peifla.com Email to; peiQpeiila.com JOB #: 15384 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, . arrangements, designs, methods 9 or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 2 1 11/23/16 1 REVISION #1 ENGINEER OF RECORD: %%�IIII11Pf® G. SrPAIV -ee • No. 64601 • s • • ,,jam vs • � • F F. •o STATE OF •.......... ®® 0N AL �111l►m►►r � L`1$�� Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - LIGHTING C; \l l pr.�\kinnP\I�nr,IlmPntS\15�R4 7FPHYRHII I R HFAI TH R RFHAR (,FNTFR KInnP rvt PROJECT NORTH TRUE NORTH E302 © 2015 Studio+ I OVERALL UNIT PLANS LAYOUT - RENOVATION - ELECTRICAL 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. KEY NOTES: NIGHT STAND SHALL BE PROVIDED WITH A FIXED LAMP FOR USE AS GENERAL LIGHTING. LAMP SHALL HAVE SWITCH CONTROL CONVENIENT FOR USE AT THE LUMINARY. PROVIDED BY OWNER. NURSE CALL SYSTEM DOES NOT CONTROL LIGHTING OR TV. UTILIZE EXISTING SYSTEM, DOME LIGHTS ARE EXISTING. ❑3 COORDINATE EXACT MOUNTING HEIGHT OF RECEPTACLE, TV OUTLETS, CABLE OUTLET WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. ® REFER TO HEADWALL ELEVATION DETAIL ON THIS SHEET. 0 BED SHOWN AT ANGLE IS ALTERNATE BED LOCATION. TYPICAL ALL. © PATIENT BED LIGHT IS 4-WAY SWITCHED WITH PULL CHAIN. FIXTURE WILL BE CONNECTED/CONTROLLED VIA NEW NURSE CALL SYSTEM ADDED IN A FUTURE PROJECT, CEILING CRITICAL NORMAL ONE (1) ONE (1) CIRCUIT CIRCUIT IN I@ II 11 � II 11 II II CRA NA PATIENT BED 48" MIN. 48" MIN. PATIENT STATIO FLOOR NOTES: 1. ALL RECEPTACLES AT THE HEADWALL SHALL BE HOSPITAL GRADE. 2. ALL DEVICE LOCATIONS AT THE HEADWALL SHALL BE COORDINATED WITH ARCHITECTURAL MILLWORK PRIOR TO ROUGH -IN. A. PROVIDE A MINIMUM OF FOUR (4) DUPLEX RECEPTACLES FOR EACH PATIENT BED (DIVIDED ON BOTH SIDES OF THE BED). B. TWO (2) RECEPTACLES SHALL BE CONNECTED TO CRITICAL BRANCH POWER. RECEPTACLES AND COVERS SHALL BE RED. C. TWO (2) RECEPTACLES SHALL BE CONNECTED TO NORMAL BRANCH POWER. D. THERE SHALL NOT BE MORE THAN SIX (6) DUPLEX RECEPTACLES PER CIRCUIT. E. CRITICAL BRANCH CIRCUITS SHALL BE FROM THE SAME PANEL BOARD. F. NORMAL BRANCH CIRCUITS SHALL BE FROM THE SAME PANEL BOARD. G. ALL RECEPTACLE COVERS SHALL HAVE ENGRAVED COVER PLATES PER SPECS TO INDICATE THE PANEL BOARD AND CIRCUIT NUMBERS SERVING THAT DEVICE. H. PANEL BOARD WITH BRANCH CIRCUIT OVER -CURRENT DEVICES SHALL BE READILY ACCESSIBLE TO NURSING STAFF AND AUTHORIZED PERSONNEL. HEADWALL ELEVATION DETAIL SCALE: NONE Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http://www.peifia.com Email to., pefteifla.com JOB #: 15384 Copyright -All ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 JAHCA COMMENTS 2 1 11/23/16 1 REVISION #1 ENGINEER OF RECORD: tIIiIII11111 G S Pq 0® .o i No. 64601 i s STATE OF Ir d � •rrrrrrro �.:7`� .9/0 NA' '�ao% Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: OVERALL UNIT PLANS LAYOUT - RENOVATION - ELECTRICAL PROJECT NORTH TRUE NORTH E502 71/ © 2015 Studio+ CAUsers\kinae\Documents\15384 ZEPHYRHILLS HEALTH & REHAB CENTER Klnae.rvt INTERIOR RENOVATION FOR: ZEPHYRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 AHCA STAGE III CLIENT CODE/FILE - PROJECT SUB NUMBER: 35/35960923=1 02=1 0,5/051201-6 _. DRAWING INDEX SHEET NUMBER SHEET NAME ISSUE DATE CURRENT REVISION CURRENT REVISION DATE 1 G0.00 COVER SHEET 05/05/16 1 07/29/16 G0.01 SYMBOLS, ABBREVIATIONS, & GENERAL NOTES 05/05/16 1 07/29/16 G0.02 OVERALL BUILDING COMPARTMENTATION 05/05/16 G1.03 BED COUNT SHEET 05/05/16 1 07/29/16 2 LS1.10 ARCHITECTURAL LIFE SAFETY FLOOR PLAN 05/05/16 1 07/29/16 LS1.20 ENLARGED LIFE SAFETY FLOOR PLAN 05/05/16 1 07/29/16 LS1.30 UL DETAILS 05/05/16 LS1.40 UL DETAILS - THRU WALL PENETRATIONS 05/05/16 3 AD1.10 ARCHITECTURAL DEMOLITION FLOOR PLAN 05/05/16 1 07/29/16 4 A1.00 FUNCTIONALLY REQUIRED SPACES 05/05/16 1 07/29/16 A1.10 ARCHITECTURAL NEW WORK FLOOR PLAN 05/05/16 1 07/29/16 A1.20 REFLECTED CEILING PLAN 05/05/16 1 07/29/16 A1.30 ENLARGED FLOOR PLANS 05/05/16 1 07/29/16 A1.31 ENLARGED FLOOR PLANS 07/29/16 1 07/29/16 A1.40 INTERIOR ELEVATIONS 05/05/16 1 07/29/16 A5.10 PARTITION TYPES 05/05/16 1 07/29/16 A5.11 PARTITION TYPES 07/29/16 1 07/29/16 A6.01 DOOR WINDOW SCHEDULE 05/05/16 1 07/29/16 ID101 FLOOR FINISH PLAN 05/05/16 ID102 WALL FINISH PLAN 05/05/16 5 F1.01 FIRST FLOOR RENOVATION PLAN - FIRE PROTECTION 05/05/16 6 P0.01 SPECIFICATIONS AND LEGEND - PLUMBING 05/05/16 1 07/29/16 P2.01 FIRST FLOOR DEMOLITION PLAN - SANITARY/ VENT 05/05/16 P2.02 FIRST FLOOR DEMOLITION PLAN - DOMESTIC WATER 05/05/16 P2.03 FIRST FLOOR DEMOLITION PLAN - MEDICAL GAS 07/29/16 1 07/29/16 DRAWING INDEX SHEET NUMBER SHEET NAME ISSUE DATE CURRENT REVISION CURRENT REVISION DATE P3.01 FIRST FLOOR RENOVATION PLAN - SANITARY/ VENT 05/05/16 1 07/29/16 P3.02 FIRST FLOOR RENOVATION PLAN - DOMESTIC WATER 05/05/16 1 07/29/16 P8.01 RISER DIAGRAM - PLUMBING 05/05/16 1 07/29/16 7 M0.01 SPECIFICATIONS AND LEGEND - MECHANICAL 05/05/16 M1.01 LOCATION PLAN - MECHANICAL 05/05/16 M1.02 PARTIAL FIRST FLOOR I.C.R.A. PLAN 05/05/16 M2.01 FIRST FLOOR DEMOLITION PLAN - MECHANICAL 05/05/16 M3.01 FIRST FLOOR RENOVATION PLAN - MECHANICAL 05/05/16 M3.02 ROOF RENOVATION PLAN 05/05/16 8 E0.01 SPECIFICATIONS AND LEGEND - ELECTRICAL 05/05/16 E0.02 SPECIFICATIONS AND LEGEND - ELECTRICAL 05/05/16 E1.01 LOCATION PLAN - ELECTRICAL 05/05/16 E2.01 FIRST FLOOR DEMOLITION PLAN - POWER & SYSTEMS 05/05/16 E2.02 FIRST FLOOR DEMOLITION PLAN - LIGHTING 05/05/16 E2.03 FIRST FLOOR DEMOLITION PLAN - FIRE ALARM/NURSE CALL 05/05/16 E3.01 FIRST FLOOR RENOVATION PLAN - POWER & SYSTEMS 04/15/16 E3.02 FIRST FLOOR RENOVATION - LIGHTING 05/05/16 E3.03 FIRST FLOOR RENOVATION PLAN - FIRE ALARM/ NURSE CALL 05/05/16 1 07/29/16 E4.01 ROOF RENOVATION PLAN - ELECTRICAL 05/05/16 E5.01 ENLARGED UNIT PLANS - DEMOLITION - ELECTRICAL 05/05/16 E5.02 OVERALL UNIT PLANS LAYOUT - RENOVATION - ELECTRICAL 05/05/16 1 07/29/16 E6.01 PANEL SCHEDULES - ELECTRICAL 05/05/16 E6.02 PANEL SCHEDULES - ELECTRICAL 05/05/16 E7.01 RISER - ELECTRICAL 04/15/16 - E7.02 RISER - FIRE ALARM/ NURSE CALL 05/05/16 E8.01 DETAILS - ELECTRICAL 05/05/16 E8.02 DETAILS - ELECTRICAL 05/05/16 E9.01 SKM RISER 05/05/16 1 07/29/16 .o KEY PLAN (N.T.S.): PROJECT PROJ AREA tudnio+ California I Florida 1 ,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: 1 1 07/29/16 JAHCACOMMENTS W►' � l.V'rl 1 Cs� .P 7► -f ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJECT NORTH TRUE NORTH LA PR C TITLE: Z RHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: COVER SHEET GOmOO 02015 Studio+ C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER danr.rvt QM nMn1 a 1 •af]-77 Dne - LEGEND A GRID # O00 PARTITION CALLOUT KEYNOTE # A101 DR # CALLOUT OWIN CALLOUT # CLG HT AFF 0 FURNITURE / EQUIPMENT TAG X DOOR ELECTRICAL DEVICE - BLDG/PAVING ELEV FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER w NORTH ARROW LOCATION # SIM j \ 1 � SHEET # 101 DET CALLOUT LOCATION # SIM 1 101 SHEET # BLDG/WALUDTL SECT CUT 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 (12). NO CHANGE. SCOPE OF WORK 5,626 SF EXISTING FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (ASSISTED LIVING FACILITY) PROPOSED FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (SKILLED NURSING) OCCUPANCY CALCULATION (FBC TABLE 1004.1.1) REFER TO OCCUPANCY CALCULATIONS ON LS1.2 APPLICABLE CODES FLORIDA 5TH EDITION 2014 FLORIDA BUILDING CODE 5TH EDITION 2014 FLORIDA EXISTING 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 FGI GUIDELINES FOR HEAATH CARE CONSTRUCTION 5TH EDITION 2014 FLORIDA ACCESSIBILITY CODE FLORIDA FIRE PREVENTION CODE, FIFTH EDITION (CHAPTER 19 EXISTING HEALTHCARE OCCUPANCIES), 2014 NFPA-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 Al TYPICAL DEVICE MOUNTING DIAGRAM LOCATION # � A4 ao.00 A2 SHEET # A3 INT ELEV CALLOUT EDGE OF DOOR OR WALL 6" UON CL DEAD END CORRIDOR FIRE STROBE COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT w THERMOSTAT TRAVEL DISTANCE TO EXIT m WALL PROTECTION, -�� (WHERE OCCURS) u- TELEPHONE OR SECOND — — — — DEMOLISHED PARTITION 0 ROW OF SWITCHES. 0 t4J —� — PROXIMITY & KEYPAD (CORR. SIDE) cc SECURITY ALARM KEYPAD (RM SIDE) ,r .... . . ...... ..: EXISTING PARTITION m = w > w GANG OF DIMMER SWITCHES J LIGHT SWITCH, DOOR RELEASE co BUTTON NEW PARTITION cc m ir C9 — WALL PROTECTION, 0 I (WHERE OCCURS) 1 HOUR CONSTRUCTION BARRIER - U Zo REFER TO PARTITION TYPES N ELEC/DATA OUTLETS — i FRP TEMP. BARRIER. DEVICE MOUNTING HIGHT DIAGRAM AT EDGE CONDITIONS. 1 HR RATED _....... _ �.. WALL/PARTITION 2 HR RATED WALL/PARTITION 3 HR RATED WALUPARTITION COLUMN 4 HR RATED EQ EQ WALUPARTITION SMOKE TIGHT ' FIRE STROBE - —' WALUPARTITION ry� � AREA NOT IN CONTRACT w THERMOSTAT m0 0: lj WALL PROTECTION, - - - (WHERE OCCURS) E I O 0 TELEPHONE OR SECOND CEILING GRID ROW OF SWITCHES. _ O � LIGHT SWITCH, DOOR Om w RELEASE BUTTON' LIGHT FIXTURES PER ELEC p ca > w WALL PROTECTION, (WHERE OCCURS) CP _ M DIFFUSERS PER MECH fo � - ELEC/DATA OUTLETS O Q o v -, I SPRINKLER' N � li EXIT SIGN DEVICE MOUNTING HIGHT DIAGRAM O AT COLUMN CONDITIONS. WALL FINISH 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. WALL BASE FINISH 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 FLOOR FINISH PARTITIONS WITH INSULATION. GENERALNOTES- PROJECT COORDINATE METHOD OF TRANSPORTING ALL EQUIPMENT, INCLUDING SIEMONS EQUIPMENT, INTO THE BUILDING AND TO THE AREA OF WORK. REFER TO PACKAGING AND TRANSPORT PATH ON SHEET A-101 OF SIEMONS DRAWINGS. 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 T 10 E IS IL E D 1 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. 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. ABBREVIATIONS SYMBOL/ ACCRONYM DESCRIPTION # POUND OR NUMBER % PERCENT +/- PLUS/MINUS - NONE OR NOT APPLICABLE @ AT 0DIAMETER OR ROUND ❑ 1 ANGLE AB ANCHOR BOLT ABS ABSOLUTE AC ASPHALTIC CONCRETE ACC ACCESSIBLE WORK STATION ACOUS ACOUSTICAL ADJ ADJACENT AFF ABOVE FINISHED FLOOR AL 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 FTG FOOTING ABBREVIATIONS SYMBOL/ ACCRONYM DESCRIPTION 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 O/ 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 REFERENCE REQ 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 SIM 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 TO TOP OF ABBREVIATIONS SYMBOL/ ACCRONYM DESCRIPTION TOC TOP OF CURB TOD TOP OF DRAIN TOP TOP OF PARAPET TOPL TOP OF PLATE TOR TOP OF RIDGE TOS TOP OF SLAB TOW TOP OF WALL TST TOP OF STEEL TV TELEVISION TYP TYPICAL UC UNERCUT LINO 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 WI WOOD WORK INSTITUTE WIN WINDOW WP WATERPROOF WS WOOD SCREW WT WEIGHT WWF WELDED WIRE FABRIC x BY YD IYARD studnio+ 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: 1 1 07/29/16 JAHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 i PRTITLE: Z HILL S HEALTH REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: SYMBOLS ABBREVIATIONS & GENERAL NOTES GOnOl © 2015 Studio+ C:\Users\danr\Documents\2016.04.20 CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER danr.rvt QM n/f)ni G 1 •r7.4A Dnn KEY NOTES GENERAL NOTES 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 5,626 SF EXISTING FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (ASSISTED LIVING FACILITY) PROPOSED FUNCTION OF SPACE (FBC TABLE 1004.1.2) INSTITUTIONAL (1-2) (SKILLED NURSING) OCCUPANCY CALCULATION (FBC TABLE 1004.1.1) REFER TO OCCUPANCY CALCULATIONS ON LS1.2 APPLICABLE CODES - FLORIDA 5TH EDITION 2014 FLORIDA BUILDING CODE 5TH EDITION 2014 FLORIDA EXISTING 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 FGI GUIDELINES FOR HELATH CARE CONSTRUCTION 5TH EDITION 2014 FLORIDA ACCESSIBILITY CODE FLORIDA FIRE PREVENTION CODE, FIFTH EDITION (CHAPTER 19 EXISTING HEALTHCARE OCCUPANCIES), 2014 NFPA-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 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 1 A-1 .2 26.6 90 11,140 SF ANCILLARY 240 47 1A-2 2,070 SF ANCILLARY 240 9 .2 1.8 112 FIRE 23,510 SF 142 28.4 202 SECT 1 A 4,780 SF SLEEP 120 40 1 B-1 .2 12.2 180 4,940 SF ANCILLARY 240 21 <, FIRE 9,720 SF 61 2 2 180 ,SECT 1 B 4,220 SF SLEEP 120 36 1 C- i .2 8.2 90 1,120 SF ANCILLARY 240 5 FIRE 5,340 SF v14 41 8.2 90 „u�^ ECT 1 c . a 4,850 SF SLEEP 120 41 1D-1 .2 13.2 45 5,800 SF ANCILLARY 240 25 FIRE 10,640 SF 66 132 45 SECT 1D 1 E-1 5,460 SF SLEEP 120 46 .2 9.2 45 (NEW WORK FIRE 5,460 SF 46 9.2 45 SECT 1 E 54,670SF 356 72.2 562 COMPARTMENTATION DIAGRAM 1 1 � KEY PLAN (N.T.S.): PROJ AREA I 3/64" = V-0" 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 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARE AIA AR97653 1 q , I � 0 PRO, T TLE: ZEPHY HILLS HEALTH REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: BUILDING COMPARTME TATIO C:\Users\Danr\Desktop\2015.12.15 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER_Danr.rvt PROJECT NORTH TRUE NORTH G002 © 2015 Studio+ 20 SKILLED NURSING BEDS. 22 SKILLED NURSING BEDS 20 SEMI 20 SEMI 0 PRIVATE 2 PRIVATE 21 SKILLED NURSING BEDS 18 SEMI 3 PRIVATE 20 SKILLED NURSING BEDS 12 SKILLED NURSING BEDS 20 SEMI 2 SEMI 0 PRIVATE 11 PRIVATE SEMI PRIVATE ROOMS TO BECOME EXISTING BED COUNT 1 1 " = 30'-0" PROPOSED BED COUNT LEGEND ' SKILLED NURSING PRIVATE PATIENT ROOM SKILLED NURSING SEMI- PRIVATE PATIENT ROOM 103 EXISTING SKILLED NURSING BEDS 10 PROPOSED SKILLED NURSING BEDS 113 TOTAL SKILLED NURSING BEDS 27 PRIVATE PATIENT BEDS 86 SEMI -PRIVATE PATIENT BEDS 10'M tud' ::. 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: 1 1 07/29/16 AHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 21 SKILLED NURSING BEDS 18 SEMI 3 PRIVATE PR J T ITLE: Z P RHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: BED COUNT SHEET PROPOSED BED COUNT 2 G1 lit 03 = 30'-0„ ■ 02015 Studio+ C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER danr.rvt Qii nif3n1 c i-CZO-AA inn — D1 EXISTING 2 HOUR FIRE -SMOKE BARRIER.SEE ALLOWABLE BUILDING AREA INCREASE CALCULATIONS & CODE ANALYSIS ON LS1.10 (BELOW) D2 CONSTRUCTION BARRIER AND WALK -OFF MAT - SEE DETAILS. D3 NEGATIVE AIR MACHINE W/ HEPA FILTER. VENT HIGH WITH BAFFLE. DISCHARGE IN DIRECTION OF ARROW. TYPICAL FOR EACH ROOM. COORDINATE WITH MECHANICAL. ALLOWABLE BUILDING AREA INCREASE CALCULATIONS & CODE ANALYSIS Determination of building construction type and occupancy classification is a FBC Type V-A -per Table 601 and Type V-III per NFPA 220. - Maximum square footage of each building area to be 9,500 per FBC Table 503. An area increase of 300% is allowable for a fully sprinklered facility. 9500 +(300%X 9500=28500SF)=38,000SF. Additional area increases are not necessary. Each building area is separated by 2 Hour Fire walls to maintain a maximum of 38,000 SF 2 Hour Fire /Smoke (minimum) walls are used where these divisions also correspond to the required smoke compartment arrangement each to be a maximum of 22,500 SF. The 2 hour fire / smoke wall between the new skilled nursing unit and existing units is a 2 hour fire/smoke wall used as a smoke compartment wall and a Fire Section separation wall. It is not required to be a horizontal exit for travel distance reasons. EMERGENCY POTABLE WATER STORAGE SHED DRIVE WAY / PARKING LOT 1 tiff-n 7/8" 56'-8" 183'-8" GENERAL NOTES REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. EXITING TABULATIONS (SKILLED NURSING) COMPART. COMPART. OCCUP. SQ FT / # OF INCHES/ INCHES/ PROV. AREA TYPE OCCUP. OCCUP. OCCUP. REQ'D.STR. STR. tudio+ 1 A-1 10,300 SF SLEEP 120 86 .2 26.6 90 California I Florida I Nevada 11,140 SF IANCILLARYI 240 47 2211 E. 7TH Avenue, Tampa, Florida 33605 1A-2 1 2,070 SF JANCILLARYI 240 1 9 1 .2 1 1.8 1 1 112 P: 239.357.4983 AA26002373 1B-1 4,780 SF SLEEP 120 40 2 12.2 180 Peninsula Engineering, INC 4,940 SF ANCILLARY 240 21 MEP.&FP 2016 Alden Road Orlando, FL 32803 SEP "I P: 407.246.1688 4,220 SF SLEEP 120 36 1 C-1 .2 8.2 90 F: 407.246.1664 1,120 SF ANCILLARY 240 5 LBA INTERIORS �I ; ° v �. �. . INTERIOR DESIGNER 4,850 SF SLEEP 120 41 1 D-1 .2 13.2 45 5650 DTC PARKWAY, SUITE 100 5,800 SF ANCILLARY 240 25 ENGLEWOOD CO.80111 ggg 1 E-1 5,460 SF SLEEP 120 46 .2 9.2 45 P:303.773.0436 (NEW F:303.773.0053 WOr]R��K+` FIRE 54,670SF 356 72.2 562 SECT 1 C LIFE SAFETY LEGEND EXIT SIGN E� M,—DU\— HORN - STROBE - HORN/STROBE ElPULL STATION OSMOKE DETECTOR EC FIRE EXTINGUSHER CABINET FVC FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX F�] CAPACITY IN NUMBER OF PERSONS ft—m m — mm DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT TRAVEL DISTANCE TO EXIT 1 HR RATED WALUPARTITION 2 HR RATED WALUPARTITION 3 HR RATED WALUPARTITION 4 HR RATED WALUPARTITION FIRE SMOKE ' WALUPARTITION AREA NOT IN CONTRACT OVERALL LIFE SAFETY FLOOR PLAN 1 1 " = 20'-0" KEY PLAN (N.T.S.): PP!% AREI PROJECT PROJECT NORTH TRUE NORTH LA 71/ REVISIONS: 1 1 07/29/16 JAHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PR'ITLE: ZEC TRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ARCHITECTURAL LIFE SAFETY FLOOR PLAN LS1 ■ l 0 © 2015 Studio+ u-n u s e rsta a n rw o c t,rrm 0/1 n/0n1 0 i-r_0-rQ ORA HEALTH AND REHAB CENTER_danr.rvt C7 r; KEY NOTES D1 EXISTING 2 HOUR FIRE -SMOKE BARRIER.SEE ALLOWABLE BUILDING AREA INCREASE CALCULATIONS & CODE ANALYSIS ON LS1.10 (BELOW) D2 CONSTRUCTION BARRIER AND WALK -OFF MAT - SEE DETAILS. D3 NEGATIVE AIR MACHINE W/ HEPA FILTER. VENT HIGH WITH BAFFLE. DISCHARGE IN DIRECTION OF ARROW. TYPICAL FOR EACH ROOM. COORDINATE WITH MECHANICAL. ALLOWABLE BUILDING AREA INCREASE CALCULATIONS & CODE ANALYSIS - Determination of building construction type and occupancy classification is a FBC Type V-A -per Table 601 and Type V-III per NFPA 220. Maximum square footage of each building area to be 9,500 per FBC Table 503. An area increase of 300% is allowable for a fully sprinklered facility. 9500 +(300%X 9500=28500SF)=38,000SF. Additional area increases are not necessary. Each building area is separated by 2 Hour Fire walls to maintain a maximum of 38,000 SF 2 Hour Fire /Smoke (minimum) walls are used where these divisions also correspond to the required smoke compartment arrangement each to be a maximum of 22,500 SF. The 2 hour fire / smoke wall between the new skilled nursing unit and existing units is a 2 hour fire/smoke wall used as a smoke compartment wall and a Fire Section separation wall. It is not required to be a horizontal exit for travel distance reasons. Al GENERAL NOTES REFER TO ELECTRICAL DRAWINGS EMERGENCY LIGHTING. LIFE SAFETY INFORMATION CODE SECTION NUMBER OF EXITS - PER FBC TABLE 1021.2(2) EXIT SEPERATION - PER FBC SECTION 1015.2.1 EXIT ACCESS TRAVEL DISTANCE - PER FBC TABLE 1016.2 I COMMON PATH OF TRAVEL - PER FBC SECTION 1014.3 1 1 DEAD END CORRIDORS - PER FSBC SECTION 1018.4 ICORRIDOR EXIT ACCESS WIDTH - PER FBC SECTION 1018.2 1 1 DOORS - PER FBC SECTION 1008.1.1 I SMOKE COMPARTMENT - PER NFPA SECTION 20.3.7.3 1 1 LIFE SAFETY LEGEND EXIT SIGN F-V�\ ��\ HORN -STROBE -HORN/STROBE PULL STATION OSMOKE DETECTOR FEC FIRE EXTINGUSHER CABINET FVC FIRE VALVE CABINET EXIT EGRESS CAPACITY: XX CAPACITY IN NUMBER OF PERSONS •—m—m—mm DEAD END CORRIDOR — — — — — — — COMMON PATH OF TRAVEL TRAVEL DISTANCE TO SMOKE COMPARTMENT TRAVEL DISTANCE TO EXIT 1 HR RATED -- WALUPARTITION — 2 HR RATED WALUPARTITION 3 HR RATED WALUPARTITION 4 HR RATED WALUPARTITION FIRE SMOKE WALUPARTITION AREA NOT IN CONTRACT ENLARGED LIFE SAFETY FLOOR PLAN 1 1 1 1 /8" = 1,_131" KEY PLAN (N.T.S.): PRO. ARE) PROJECT A —A PROJECT NORTH TRUE NORTH �17 7—V 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: 1 1 07/29/16 AHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PR (f FT ITLE: ZEP RHILLS HEALTH & REHAB CENTER SKILLED NURSING - 10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ENLARGED LIFE SAFETY FLOOR PLAN LS1 ■ 20 © 2015 Studio+ C A Us ei`S\dAPA D dturh e h ts1201 0/1n/7nia 1 Dnn HEALTH AND REHAB CENTER danr.rvt 0 studios -I Design Na U419 November 01, 2013 Nonbearing Wall Ratings G. 11 2, 3or4 F., See Items 4&5) nt5 N., jsytdm Board .o,,t;ectio!,i:i:��6"�:;:�tar-h;:::SlAt�:::�,Dfi��W6.11I 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 I Florida I Nevada CALIFORNIA EXPANDED METAL PRODUCTS CO— Viper20TM MARINOMARE, DIV OF WARE INDUSTRIES INC — Viper20TM m i n st, u d No. of Layers Min Th kns, of PHILLIPS MFG CO L L C— Viper20TM Rati n De pth, epth, ill. Thickness Inn sulatio2211 E. 7TH Avenue, Tampa, Florida 33605 P: 239.357.4983 AA26002373 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 Hr Item 2E of Panel (Item 4) to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC—Type SUPREME Framing System 2 �.2 1 a yers 1/2 in. thick Optional CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV —Type SUPREME Framing System Peninsula Engineering, INC. QUAIL RUN BUILDING MATERIALS INC —Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System .2- -5r 8 1 a,iyre rs, 5/18 in. thick Optional MEP&FP STEEL CONSTRUCTION SYSTEMS INC —Type SUPREME Framing System 2016 Alden Road Orlando, FL 32803 UNITED METAL PRODUCTS INC —Type SUPREME Framing System 3* 1 aye rs, 1/2 in. thick optional, 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 P: 407.246.1688 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. 3 1-5. 18: 3 layers., 51S in. thick Optional F: 407.246.1664 CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C— ProSTUD 4. :1-5 8 4 layers, 5/-& inon .. thick Optial LBA INTERIORS MBA BUILDING SUPPLIES INC — ProSTUD RAM SALES L L C — Ram ProSTUD INTERIOR DESIGNER 4 1 - 5/61 4 lavers,1/2, in. thick Optional SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD 5650 DTC PARKWAY, SUITE 100 STEEL STRUCTURAL SYSTEMS L L C — Tri-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, ENGLEWOOD, CO. 80111 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 CGC INC — 1/2 in. thick Type C, IP-X2 or [PC -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 P:303.773.0436 2G. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 - proprietary channel shaped studs, minimum width indicated under Item 5, Studs to UNITED STATES GYPSUM CO —1/2 in. thick Type C, IP-X2, IPC-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 be cut 3/8 to 3/4 in less than the assembly height. IP-X3 or ULTRACODE F:303.773.0053 STUDCO BUILDING SYSTEMS — CROCSTUD USG MEXICO S A DE C V —1/2 in. thick Type C, IP-X2, [PC -AR or; 5/8 in. thick Type AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or 2H. Framing Members'— Steel Studs — (Not shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized ULTRACODE steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. 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 TELLING INDUSTRIES L L C — TRUE-STUDTM 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 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 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. max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of 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 the wall. For direct attachment of gypsum board only. steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-1 2 steel screws TELLING INDUSTRIES L L C — Viper25-rm 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 11 A) or Lead Discs (see Item 2J. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, 12A). 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 MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum TELLING INDUSTRIES L L C — Viper20Tm 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. 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. CGC INC — Type ULX thick structural 1 sheathing (plywood) complying with DOC PSI or PS2, or APA Standard PRP-I 08, manufactured with exterior glue, applied horizontally or UNITED STATES GYPSUM CO — Type ULX 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- USG MEXICO S A DIE C V —Type ULX 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 5J. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are gypsum panels increased by min. 1/2 in. 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 I stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool Batts, friction fitted between studs and runners. Min nom thickness as 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 indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 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 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to of studs and attached to the stud with construction adhesive and two 1 in. long Type S-1 2 pan head steel screws, one at the top of the strip and one at the bottom of the Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 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". 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 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 6. Fasteners — (Not shown) — For use with Items 2and 2F - Type S or S-1 2 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single 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 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 and 4 hr ratings are as follows: vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- I in. long for 1/2 and 5/8 in. thick panels or 1-1/4 G ern Bard Protection on Each Side ofr War" in, long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 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.Three-layer systems: First layer- I 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 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset REVISIONS: 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 Mili, Nr o. of min panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 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 1/2 Staid Layers Thkns of in. thick panels or 3 in. long for 5/8 in. thick panels, spaced. 12 in. 00. Screws offset min 6 in. from layer below. E . )epth, i hr. &'Thkns Insulation 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, Rating, Hr 1tems, 2"r 2Cr2D, 21F and92G of Panel (Item 4) spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-1 2 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 3-1/2 1 1 a yer, 5/8 in. thick optional 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 2- 1/2 1 layer, 112- in. thick 1-1/2, in.. 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-1 2 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. 1 51'8 1 layer, 3/4 in. thick Optional 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. 2, 1 51& 2 layers, .1/2 in. thick Optional PAC INTERNATIONAL INC—Types RSIC-11, RSIC-V, RSIC-11 (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: 29 1-5/8 2 1 a vers, 518 in. thick Optional 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. 2 3--1/2. 1 layer,. 314 in. thick 3 in. b. Steel Framing Members* — Used to attach furring channels (Item 78a) 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. 3 1 5 1� laver'se 112 in. thick Optional 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 1-5/8, 2 layers, 3/4 in. thick optiona, 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 3 1-518 3 lar Y e r 518 i nr. thick Optiona I 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. 4 1'5/8 4 layers, 5/8 in. tHck Optiona I 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. 4 1_5/& 4 layers, 1,(2 in. thick Optional 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 4 2--91/2 2 layers., 3/r4 in. thick 2 i n., adjoining channels overlapped 6 in. and secured together with four self -tapping No. 8x1 12 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 1/2 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 from joint edge. Not for use with Item 5A and 5E. in. thick Types IP-X3 or ULTRACODE 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 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-X1, AR, C, WRC, No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R ARCHITECT OF RECORD: USG MEXICO S A DE C V —1/2 in. thick Type C, IP-X2, [PC -AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, 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. JOSE A PEREZ, NCARB AIA WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE AR97653 When Item 713, 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 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 (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 a square edge. 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 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 assembly. Secured as described in Item 6. 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. CGC INC —Type SHX. UNITED STATES GYPSUM CO —Type FRX-G, SHX. 10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. USG MEXICO S A DE C V — Type SHX. UNITED STATES GYPSUM CO —Type AS 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 3/4 in. thick 11. Lead Batten Strips — (Not Shown, For Use With Item 513) -Lead batten strips, min 1-1/2 in. wide, max 10 it long with a max thickness of 0.125 in. Strips placed on 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 the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-1 2 pan head steel screws, one at the top of the strip and one at the alternate to all 5/8 in. or 3/4 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 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 panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min I stud cavity on opposite joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 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 11 A. 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 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 studs and attached to the stud with two min. I 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. 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 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 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 "A, B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. PRO O 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 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. 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 diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on ZE4 LE: HILLS HEALTH & 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 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 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 specification QQ-L-201f, Grade "C". REHAB CENTER 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 12A. Lead Discs — (Not Shown, for use with Item 5H) Max 5116 in. diam by max 0.140 in. thick lead discs compression fitted or adhered steel screw heads. Lead 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 discs to have a purity of 99.9% meeting the Federal Specification QQ-L-201f, Grades "A, B, C or D". SKILLED NURSING 10 BED 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 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 backed as outlined under section VI of Volume I in the Fire Resistive Directory. 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. CONVERSION CGC INC — Type SCX. 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". UNITED STATES GYPSUM CO — Type SCX, SGX. Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. USG MEXICO S A DE C V — Type SCX. 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 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. 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 For use with Items 1 and 2 only. 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. PROJECT ADDRESS: UNITED STATES GYPSUM CO — Type USGX. *Bearing the UL Classification Mark 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 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 PROJECT NUMBER: 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. FLTSP15008 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 SHEET TITLE: be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. UL DETAILS 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items I E and 2E only, Gypsum 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: LS1 m30 2015 Studio+ S:\Projects\FLTSP15008 - ADVENTIST ZEPHYRHILLS\2016.05.05 - CENTRAL - ADVENTIST - ZH&R.M C, I ?:AF:'V7) PM System No. C-AJ-1226 System No. C-AJ-3180 System No. W-L-1054 C al. US F Rating-3 Hr C ®L us F Rating- 3 Hr C °� us F Ratings -1 and 2 Hr See Items 1 and 3 T Rating - 0 Hr g ( ) Classified by s Classified by T Rating = 0 Hr Classified by T Rating - 0 Hr Underwriters Laboratories, Inc. L Rating At Ambient - Less Than 1 CFMISq Ft Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. to UL 1479 and CANIULCS115 L Rating At 400 F - 4 CFMISq R to UL 1479 and CANIULC-S115 - to UL 1479 and CAPUULCS115 L Rating At Ambient - Less Than 1 CFMISq Ft L Rating At 400 F - 4 CFM/Sq Ft �A 3 5 4B 1 4Q4 1 A A 3 1A 2 3 4 A 2 1 \ - A SECTION A -A 4 A 2 1 B 3Li 1. Floor or Wall Assembly- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150pcf) concrete. Wall SECTION A -A may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32 in. SECTION A -A 2. Metallic Sleeve - (Optional) Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted 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 gypsum wallboard/stud wall assembly shall be constructed of the into floor or wall assembly, flush with floor or wall surfaces or extending a max of 3 in. above floor or beyond both Y ( )9 ( P surfaces of wall. 1600 2400 kg/m3) concrete floor or min 4-3/4 in. (121 mm) thick reinforced lightweight or normal weight concrete materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL 2A. Sheet Metal Sleeve - (Optional) Max 6 in. diam, min 26 ga gals steel provided with a 26 ga galv steel square wall. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in.(152 mm). Fire Resistance Directory and shall include the following construction features: See Concrete Blocks CAZ category in the Fire Resistance Directory for names of manufacturers. A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 flange spot welded to the sleeve at approx mid height, or flush with bottom of sleeve in floors, and sized to be a min ( � 9 rY ry 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 t 2. Steel Sleeve - (Optional) - Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe cast or 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 g p y he bottom of the deck and a max of 1 in. above the top surface of the concrete floor. grouted into floor or wall assembly, flush with floor or wall surfaces. studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all 3. Cables - Aggregate cross -sectional area of cables in opening to be max 45 percent of the aggregate sides using lengths of steel stud installed between the vertical studs and screw -attached to the steel studs at 2B. Sheet Metal Sleeve (Optional) Max 12 in. diam, min 24 ga galy steel provided with a 24 ga galv steel squareP 9 p cross -sectional area of the opening. Cables to be rigidly supported on both sides of floor or wall assembly. An 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 flange spot welded to the sleeve at approx mid height, or flush with bottom of sleeve in floors, and sized to be a min9 Y pp Y y 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 t 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 9 P Y he bottom of the deck and a max of 1 in. above the to surface of the concrete floor. A. Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride (PVC) present between the penetrating item and the framing on all four sides. p 3. Through -Penetrant -One metallic pipe, tube or conduit to be installed either concentrically or eccentrically within jacket. B. Gypsum Board* -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, the firestopsystem. The annular space betweenpenetrantnperipheryf opening shall min in. i B. Max 300 air No. 24 AWG copper conductor telecommunication cables with polyvinyl chloride (PVC) insulation number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 y a p e and o ope g s a be 0 (point P contact) to max 1-7/8 in. Penetrant may be installed with continuous point contact. Penetrant to be rigidly supported and jacket material. Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. for steel stud walls. Max on both sides of floor or wall assembly. The followingtypes and sizes of metallic penetrants may be used: pP C. Max 7/C copper conductor No. 12 AWG multiconductor power and control cables with polyvinyl chloride (PVC) 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 y Yp p Y A. Steel Pipe -Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. or cross -linked polyethylene (XLPE) insulation and PVC jacket.of the wall assembly. - D. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. 13 2. Through -Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically B. Iran Pipe Nom 30 m. dram (or smaller) cast or ductile Iron pipe. p p l 9 ( C. Copper Pipe- Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. mm). within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with D. Copper Tubing - Nom 6 in. diam or smaller Type L or heavier copper tubing. E. Max 3/C copper conductor No. 12 AWG with bare aluminum ground, polyvinyl chloride (PVC) insulated steel, continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from nd g ( ) Yp ( ) PP g Pie conduit or tubing to be rigidly supported on both sides of wall assembly. The following es E. Conduit -Nom 6 in. diam (or smaller) steel conduit... Metal -clad cable. perpendicular. p g 9• Y pp Y• 9 tYp F. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT). F. Max 3/C with ground 2/0 AWG copper conductor SER cable with cross -linked polyethylene (XLPE) insulation and sizes of metallic pipes, conduits or tubing may be used: 4. Firestop System The firestop system shall consist of the following: and polyvinyl chloride (PVC) jacket. A. Steel Pipe -- Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. A. Packing Material - Min 4 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a 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. 1 C. Conduit -- Nom 4 in diam or smaller steel electrical metallic tubing or 6 in. diam steel conduit. permanent form. Packing material to be recessed from top surface of floor or sleeve or from both surfaces of diameter of /x in. (13 mm) ( ) g wall or sleeve as required to accommodate the required thickness of fill material. H. Fire Resistive Cables* - Max 1-1/4 in. (32 mm) diam single conductor or multi conductor Type MI cable. A min D. Copper Tubing Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill material applied within the annulus, flush 1/8 in. (3 mm) separation shall be maintained between MI cables and any other types of cable.E. Copper Pipe -- Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. with top surface of floor or sleeve or with both surfaces of wall or sleeve. At the point or continuous contact 4. Packing Material - Min 4-1/4 in. (108 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly 3. Fill, Void or Cavity Material* -- Sealant -- Min 5/8 in. thickness of fill material applied within the annulus, flush with 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 both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diam bead of the concrete or sleeve/ pipe penetrant interface on the top surface of floor and on both surfaces of wall. accommodate the required thickness of fill material. fill material shall be applied at the pipe wall interface 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. *Bearing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of LM Underwriters Laboratories, Inc. MEN md Reproduced by HILTI, Inc. Courtesy of Hilt! Firestop Systems December 4, 2002 Underwriters Laboratories, Inc. Reproduced by HILTI, Inc. Courtesy of June 27, 2007 Underwriters Laboratories, Inc. Hilt! Firestop Systems October23,2006 Hilt! Firestop Systems System No. W-L-2075 U� System No. W-L-3065 F Ratings -1 & 2 Hr (See Item 4) cTULLus F Ratings -1 and 2 Hr See Item 1 underwriters Laboratories, Inc. T Ratings - 0 and 2 Hr (see Item 4) g ( ) to UL 1479 L Rating At Ambient -Less Than 1 CFM/Sq Ft Underwriers borby r es, Inc. T Rating - 0 and'/. Hr (See item 3) L Rating At 400 F - 4 CFMISq Ft to UL 1479 and CAMULC•s115 A 2 1A �A 1A , 2 3 2 4 �4 �A 1B SECTION A -A LA 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 Resistance Directory and shall include the following construction features: SECTION A -A 1 B 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. B. Gypsum Board* -- Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. 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 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 assembly with joint compound and installed flush with wall surfaces. Resistance Directory and shall include the following construction features: 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 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 annular space of 3/4 in. is required within the firestop system. spaced max 24 in. (610 mm) OC. 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 manufacturers, type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual 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 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 within the annulus, flush with each end of the steel sleeve at the thickness shown in the table below: employed. F Rating Hr T Rating Hr Fill Mtl Depth In. The F Rating of the Firestop system is equal to the fire rating of the wall assembly. 2. Metallic Sleeve - (Optional) - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or 1 0 5/8 Schedule 5 (or heavier) steel pipe or min 0.016 in. thick (0.41 mm, No. 28 ga) galv 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 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 mm) beyond the wall surfaces. As an option when Schedule 5 steel pipe or EMT is used, sleeve may extend continuously beyond one wall surfaces. When cable bundle penetrates wall assembly at an angle of 45 degrees, no HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant metallic sleeve is used. +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 *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, point contact) to max 1 in. (25 mm) Cables to be rigidly supported on both sides of the wall assembly. Cable bundle, using cables described below, may penetrate the wall at an angle not greater than 45 degrees. Any combination of ELM Reproduced by HILTI, Inc. Courtesy of the following types and sizes of copper conductor cables may be used: Ili Underwriters Laboratories, Inc. A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. January 9, 2003 H I Ill Firestop Systems B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. B1. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables. C. Type RG/U coaxial cable with polyethylene (PE) insulation and PVC jacket having a max outside diameter of 1/z in. (13 mm). Ci. 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+. AFC CABLE SYSTEMS INC F. Max 3/C (with ground)(or smaller) No. 8 AWG copper conductor cable with PVC insulation and jacketing. 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 multi conductor Type MI cable. A min 1/8 in. (3 mm) separation shall be maintained between MI cables and any other types of cable. 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 the Through Penetrating Products category. 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 3/4 hr for a 2 hr wall 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) thickness of sealant is required for the 1 or 2 hr F Rating . An additional 1/2 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. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP601 S, CP606, FS-One Sealants or CP618 Putty *Bearing the UL Classification Mark +Bearing the UL Listing Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inca Hllti Firestop Systems March 15,2012 CVus Classified by Underwriters Laboratories, Inc to UL 1479 and CAMULCS115 System No. W-L-1412 F Rating -1 Hr T Rating - 0 Hr 3 3 2 California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. MEP&FP 3 s 2016 Alden Road Orlando, FL 32803 P: 407.246.1688 (SIDE B) (SIDE Al F: 407.246.1664 FRONT VIEW FRONT VIEW CROSS -SECTIONAL (SIDE A) (SIDE B) VIEW LBA INTERIORS INTERIOR DESIGNER 1. Wall Assembly -The 1 hr fire -rated gypsum board/steel stud wall assembly shall be constructed of the materials 5650 DTC PARKWAY SUITE 100 and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire ENGLEWOOD, CO.80111 Resistance Directory and shall include the following construction features: A. Studs - Wall framing shall consist of 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 3-5/8 in. (92 mm) wide and spaced max 241n. P-303.773.0436 (610 mm) OC. - B. Gypsum Board* - Min 5/8 in. (16 mm) thick gypsum board. Max diam of opening shall be 3 in. (76 mm) on F•303.773.0053 through penetration side. Maximum width of opening on membrane penetration is to be max 3 in. (76 mm). 2. Through Penetrant - One nom 2 in. (51 mm) pipe to be installed concentrically or eccentrically within opening on one side of the wall. On one side of the wall the pipe is allowed to penetrate the membrane continuously in a plane 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 mm, point contact) to max 3/4 in. (19 mm). Through penetrant to be rigidly supported on the 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. B. Iron Pipe - Nom 2 in. (51 mm) 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). 3. Firestop System - Sealant - Min 5/8 in. (16 mm) thickness of fill material applied with annulus flush with both surfaces of the wall. Additional min 1/4 in. (6 mm) diam bead of fill material applied at the penetrant/gypsum board interface on both sides of wall. HILT] CONSTRUCTION CHEMICALS, DIV OF HILT[ INC - FS-ONE Sealant *Bearing the UL Classification Mark Reproduced by HILT[, Inc. Courtesy of jJ Underwriters Laboratories, Inc. Hilti Firestop Systems May 24,2007 eOLL Classified by Underwdters Laboratories, Inc. to UL 1479 F-A r Q L'A System No. W-L-2244 F Ratings -1 and 2 Hr (See Item 1) T Ratings -1 and 2 Hr (See Item 1) L Rating at Ambient - Less Than 1 CFMIsq ft L Rating at 400 F - 2 CFMIsq ft REVISIONS: I SECTION A -A 1. Wall Assembly -- The 1 and 2 hr fire rated gypsum board/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 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 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 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. B. Gypsum Board* -- The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 3 in. (76 mm). The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant -- One nonmetallic pipe, conduit or tubing installed either concentrically or eccentrically within 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 ARCHITECT OF RECORD: of nonmetallic pipes may be used: JQ$E A PEREZ NCARB AIA A. Polyvinyl Chloride (PVC) Pipe -- Nom 2 in. (51 mm) diam (or smaller) cellular or solid core Schedule 40 (or heavier) pipe for use in closed (process or supply) piping systems. AR97653 B. Chlorinated Polyvinyl Chloride (CPVC) -- Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. 3. Fill, Void or Cavity Material* - Sealant -- Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall. At point contact location, a min 1/2 in. (13 mm) diam bead of fill material shall be applied to the wall/penetrant interface on both surfaces of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-ONE Sealant *Bearing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hllti Firestop Systems ApdI11,2005 r / NOTE: CONTRACTOR SHALL PROVIDE U.L. LABELS AT ALL PENATRATIONS THROUGH RATED WALLS. PR EIC ITLE: ZE HYRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY_RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: UL DETAILS - THRU WALL PENETRATIONS S:\Projects\FLTSP15008 - ADVENTIST ZEPHYRHILLS\2016.05.05 - CENTRAL - ADVENTIST - ZH&R.rvt 5/8/2018 12:48:41 PM ARCHITECTURAL DEMOLITION FLOOR PLAN 1 ARCHITECTURAL DEMOLITION FLOOR PLAN B 2 1 /8" = V-0" 1 /8" = V-0° I KEY NOTES DEMOLITION # NOTES D1 EXISTING 2 HOUR FIRE -SMOKE BARRIER TO REMAIN. D2 CONSTRUCTION BARRIER AND WALK -OFF MAT - SEE DETAILS. D3 NEGATIVE AIR MACHINE W/ HEPA FILTER. VENT HIGH WITH BAFFLE. DISCHARGE IN DIRECTION OF ARROW. TYPICAL FOR EACH ROOM. COORDINATE WITH MECHANICAL. D4 PREP EXISTING P-TAC UNIT FOR NEW WORK. D5 CONTRACTOR TO REMOVE ALL FLOOR, WALL, AND CEILING FINISHES, PREP SURFACES FOR NEW WORK. D6 CONTRACTOR TO REMOVE ALL WINDOW TREATMENTS, PATCH AND REPAIR AS NEEDED FOR NEW WORK. D7 CONTRACTOR TO REMOVE ALL WALL MOUNTED EQUIPMENT AND LIGHT FIXTURES. PREP FOR NEW WORK. D8 CONTRACTOR TO REMOVE ALL PLUMBING FIXTURES. CAP AND REROUTE PLUMBING AS NEEDED FOR NEW WORK. D9 CONTRACTOR TO REMOVE ALL WALL PROTECTION, HANDRAILS, AND CORNER GAURDS. PREP FOR NEW WORK. D10 CONTRACTOR TO REMOVE ALL CEILING MOUNTED LIGHT FIXTURES PREP FOR NEW WORK. D11 CONTRACTOR TO REMOVE EXISTING SINK ONLY - TOILET TO D1 REMOVE EXISTING ME GAS RECEPTACLES & CAPSUPPLY LINE CWITHIN THE WALL - PREP FOR NEW WORK. J 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 - ICRA 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. W GENERAL CONTRACTOR WILL OBTAIN INFECTION CONTROL PERMIT BEFORE BEGINNING ANY T CONSTRUCTION. GENERAL NOTES 1 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. 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. ALL EXISTING WALL ASSEMBLIES NOTED TO BE REMOVED WILL INCLUDE ENTIRE ASSEMBLY TO ALL POINTS ABOVE CEILINGS. ALL EXISTING WALL ASSEMBLIES NOTED TO REMAIN WILL INCLUDE ENTIRE EXISTING ASSEMBLY UNLESS NOTED OTHERWISE. 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. UPON COMPLETION OF PHASED DEMOLITION / CONSTRUCTION ACTIVITIES, GENERAL CONTRACTOR WILL TURN SPACE BACK TO OWNER CLEAN AND FREE OF DUST / DEBRIS. 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. 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. CONCRETE SUB -FLOOR TO BE CLEANED, PATCHED AND REPAIRED TO EXTENT NECESSARY TO MAKE LEVEL AND RECEIVE NEW FLOOR FINISHES. REFER TO FINISH SCHEDULE. RETURN VENTS TO HVAC SYSTEM WILL BE FILTERED IN ANY AREA WHERE WORK IS BEING DONE IN ORDER TO PREVENT CONTAMINATION OF DUCT SYSTEMS GENERAL CONTRACTOR WILL COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE BEGINNING ANY CONSTRUCTION. GENERAL CONTRACTOR WILL MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. KEY PLAN (N.T.S.): 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 PROD THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICE DEPT. AREA 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. PROJECT NORTH 717 TRUE NORTH s California I Florida 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: 1 1 07/29/16 AHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PRO (T IT LE: ZE H HILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION ERSIO PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ARCHITECTURAL DEMOLITION FLOOR PLAN AD1 ■ l 0 © 2015 Studio+ C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER_danr.rvt QM fl/7(11 G i •r-7.77 DAA KEY NOTES CFNFRATOR FI F[:T GENERAL NOTES FUNCTIONALLY REQUIRED SPACES 7- �� ,.b� SHARED SUPPORT SPACES ON —UNIT SUPPORT SPACES BEEMEME\\\ DINING, LOUNGES, RECREATION AREAS, & SOCIAL SPACES PER FBC 450.3.5 NURSE STATION SF REQ. SF PER PATIENT X # OF PATIENTS 2 SF 39 PATIENTS REQUIRED 178 SF :2001TA10 4 !wig DINING, LOUNGES, RECREATION & SOCIAL SPACES PER FBC450.3.5 SF PER PATIENT X # OF PATIENTS 35 SF 113 PATIENTS REQUIRED 3,955 SF PROVIDED 3,980 SF DINING SF PER FBC450.3.5 SF PER PATIENT X # OF PATIENTS 20 SF 113 PATIENTS REQUIRED 2,260 SF PROVIDED DINING ROOM ONE 1,168 SF DINING ROOM TWO 1,158 SF TOTAL 2,326 SF FUNCTIONALLY REQUIRED SPACES 1 1 " = 20'-0 M% do :)tu lo+ California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P:239.357.4983 AA26002373 Peninsula Engineering, INC. EP&FP 016 Alden Road Orlando, FL 32803 407.246.1688 F: 407.246.1664 �BA INTERIORS NTERIOR DESIGNER 650 DTC PARKWAY, SUITE 100 I NGLEWOOD, CO.80111 P:303.773.0436 F:303.773.0053 REVISIONS: 1 1 07/29/16 AHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 � I 1A - � IT -14 PROJ TI LE: ZEP ILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FUNCTIONALLY REQUIRED SPACES C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER_danr.rvt ON f)/f3nl a i •ri -74 DhA PROJECT NORTH 717 TRUE NORTH 171/ Al OO ■ © 2015 Studio+ C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER_danr.rvt ON ninnl c 1 •91 •Qn MIA SEMI PRIVATE PATIENT ROOM 24 TYP. SEMI-PRIVATETILT. LIGHTING LAYOUT 24T SEMI PRIVATE PATIENT ROOM 28 KEY NOTES GENERAL NOTES A ALL CEILINGS TO BE CENTERED IN ROOM U.N.O. 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-2" 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 EXISTING HVAC DIFFUSERS TO BE REPLACED WITH NEW. H EXISTING CEILING, FIXTURES AND DIFFUSERS TO REMAIN IN SOILED/ CLEAN HOLDING ROOMS AND EQUIPMENT ROOM 5/8" GYP BD - REFER TO FINISH PLAN FOR FINISH SEALANT EACH SIDE OF TRACK SURFACE MOUNT CURTAIN TRACK ATTACH TO METAL STUD AND SECURE TO STRUCTURE ABOVE SHOWER/PRIVACY CURTAIN TRACK 1 3 1 1 WRAPPING OF STUD REQUIRED FOR R AND 3 HOUR CEILING APPLICATIONS ONLY DOOR CLOSING SPRING BRACKETS ARE SUPPLIED ON DOORS LARGER THAN 18" X 18" (FOR CEILING INSTALLATION ONLY). 20 GA CRS. MAT'L DRYWALL SPRING CLOSER MASONRY SELF LATCHING BOLT 2" FIRE RATED INSULATION *CHIP OUT MASONRY WALL TO CLEAR LATCH COVER RATED ACCESS PANEL 1 2 1 m EXIT SIGN 3" = V-0" EA �'_ LIU—HORN - STROBE -HORN/STROBE I Ell OH O u� y y i J OVERALL LIFE SA KEY PLAN (N.T.S.): PRO, AREA PROJECT SMOKE DETECTOR HEAT LAMP DRUM LIGHT FIXTURE - SIZE VARIES - SEE ELECT. DWGS VANITY WALL FIXTURE - TYPE VARIES - SEE ELECT. DWGS WALL MOUNT OVER BED LIGHT SHOWER CURTAIN TRACK RECESSED CAN LIGHT 1 HR RATED ACCESS PANEL EXIST. SURFACE MOUNT FLORESCENT LIGHT FIXTURE FLOOR P I 1 /8" = V-0" 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 VISIONS: LA 1 07/29/16 AHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PR ITLE: ;RHILLS Z HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: REFLECTED CEILING PLAN C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER_danr.rvt 0/10/7nia i •rl -An Dnn PROJECT NORTH TRUE NORTH 1717 771/ © 2015 Studio+I BEDSIDE TABLE/ DRESSER W/ INTEGRATED READING LAMP W. SWITCH CONTROL (BY OWNER) PER FBC 450.3.3.11 3 FEET CLEARANCE ALONG 75% THE LENGTH OF ONE SIDE OF THE BED PER FBC 450.3.3.7 100SF OF CLEAR FLOOR AREA ER PATIENT PER FBC 450.3.3.4 r-- I I FLAME RETARDANT! PRIVACYCURTAIN PER FBC! 450.3.3.10.1.11 — I I ALTERNATEBEDBED LOCATION PER FBC 450.3.3.9 WINDOW PER FBC 450.3.3.12 -� TOILET ROOM PER FBC 450.3.3.14 HAND WASHING STATION PER FBC 450.3.3.13 WARDROBE PER FBC 450.3.3.16 TYPICAL ENLARGED SEMI PRIVATE ROOM NEW WALL MOUNTED SINK 3 1 /4" = V-0" 6 1 /4" = V-0" TYPICAL OF PATIENT ROOM TYPE BEDSIDE I ABLE/ UHESSEH W/ INTEGRATED READING LAMP W. SWITCH CONTROL (BY OWNER) PER FBC 450.3.3.11 TOILET ROOM PER FBC 450.3.3.14 TYPICAL ENLARGED PRIVATE PATIENT ROOM 1 2 1 100SF OF CLEAR FLOOR ,� \ `�� \ / LF-rvu i n yr vlNC AREA PER PATIENT PER ,' i/ `�,` , SIDE OF THE FBC 450.3.3.4 ,' yx N W. BED PER FBC l/ 450.3.3.7 H - WARDROBE \ - PER FBC ��-------, FLAME RETARDANT 450.3.3.16 E016T ' O ! PRIVACY CURTAIN PER FBC 5'-11 114" 1 Q , i 450.3.3.10.1.1 O ! G H ALTERNATE BED LOCATION 1 o PER FBC 450.3.3.9 m I 3 FEET CLEARANCE ALONG - ECO i 75% THE LENGTH OF ONE SIDE 36�AT. TILT OF OF THE BED PER FBC 450.3.3.7 M 16T B i M I W I J I 1 TOILET ROOM PER FBC C W. D. BEDSIDE TABLE/ DRESSER W/ 450.3.3.14 42' L-- J INTEGRATED READING LAMP W. SWITCH CONTROL (BY OWNER) PER FBC 450.3.3.11 SEMI -PRIVATE RM. 16 - ALTERNET BED POSITION 5 1 /4" = V-0„ SCHEDULE - PLUMBING FLUSH VALVE ACCESSORIES TO BE ON "OPEN" SIDE Type Mark Description OF TOILET MIN. A 36" GRAB BAR B TOILET PAPER DISPENSER C 42" GRAB BAR D PAPER TOWEL DISPENSER E SOAP DISPENSER F ADA ACCESSIBLE WALL MOUNT SINK G MIRROR H ROBE HOOK SHARPS CONTAINER J HAND SANITIZER DISPENSER K ADA SHOWER SEAT L SHOWER CONTROLS M BED PAN CLEANER _z I� g 2 joy:_ M co CO w 0 >w W u- LLL M LUcn r CORRIDOR I \\ C100 4'-0" �\ T-10" T-0" 1 1 ° T' \ 1L �� DRESS. 2 A1.40 2-6" ©24" ©48" A1.40 1 K NEW ©24" SHOWER ROOM 8 ' F I I � p1 \\\ ;"C48 WARDROBE PER FBC ' 1 450.3.3.16 L----- --J 120SH OF CLEAR FLOOR WINDOW PER FBC 450.3.3.12 SPACE PER FBC 450.3.3.4 ■ 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 — BEDSIDE TABLE/ DRESSER W/ ENGLEWOOD, CO.80111 INTEGRATED READING LAMP W. P:303.773.0436 SWITCH CONTROL F (BY OWNER) PER :303.773.0053 FBC 450.3.3.11 ENLARGED SHOWER ROOMS 1 E016 100SF OF CLEAR FLOOR AREA PER PATIENT PER FBC 450.3.3.4 ,' ` N W: TOILET ROOM PER FBC 450.3.3.14 TYP. STALL OR W.C. 2" MAX. 3'-6" , , -- E016T 1 /4" = V-0 WINDOW PER FBC 450.3.3.12 BEDSIDE TABLE/ DRESSER W/ INTEGRATED READING LAMP W. SWITCH CONTROL (BY OWNER) PER FBC 450.3.3.11 3 FEET CLEARANCE ALONG 75%THE LENGTH OF ONE SIDE OF THE BED PER FBC 450.3.3.7 WARDROBE PER FBC 450.3.3.16 SWITCH CONTROL (BY OWNER) PER FBC 450.3.3.11 SEMI PRIVATE PATIENT RM. 16 Q � U Z o 0 CO c�M M © © 0 C - 24" DENOTES 24" GRAB BAR C - 48" DENOTES 48" GRAB BAR 171 I 1 . 27" MAX _0 co Li CD L9 M EEI CONTROL AREA POR LO - �N T CM 4 1 /4" = 1'-0" REVISIONS: 1 1 07/29/16 AHCA COMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 4 M PR J T ITLE: CO cm17 Z H RHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED - INSULATION BOOT FOR BOTH DRAIN PIPE CONVERSION AND HOT WATER PIPE (IF APPLICABLE) (PLUMBEREX HAND SHIELD 1-619-322-1772 OR APPROVED EQUAL) PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ENLARGED FLOOR PLANS a a o o a © a o TOILET ACCESSORIES MOUNTING HEIGHTS 1 /4" = V-0" Al m30 © 2015 Studio+ C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER_danr.rvt 0/1 n/Oni C i •r-i -AD Dnn SCHEDULE - PLUMBING ACCESSORIES Type Mark Description A 36" GRAB BAR B TOILET PAPER DISPENSER C 42" GRAB BAR D PAPER TOWEL DISPENSER E SOAP DISPENSER F ADA ACCESSIBLE WALL MOUNT SINK G MIRROR H ROBE HOOK I SHARPS CONTAINER J HAND SANITIZER DISPENSER K ADA SHOWER SEAT L SHOWER CONTROLS M BED PAN CLEANER 103 SF SOILED UTILITY PER FBC 450.3.4.1.4 14 SF WORK COUNTER W. SINK PER FBC 450.3.4.1.4 BOILED LINEN CARTS PER FBC 450.3.4.1.4 EXIST. CHARTING i W/C STOR. q ----------- 245 SF CENTRALIZED NURSE STATION - SEE CALCS ON A1.00 EXTENTS OF NURSE STATION FLUSH VALVE TO BE ON "OPEN" SIDE OF TOILET 11_01, MIN. z o_ g cr) CO 2 in M 1'-6" w / O > w ~ w LL LL Lu U) FLUSHING RIM CLINICAL SINK W/ BED PAN RINSING DEVICE PER FBC 450.3.4.1.4 OVERHEAD SUPPLY STORAGE UNDER COUNTER SUPPLY STORAGE HAND WASHING STATION PER FBC 450.3.4.1.2 EXIST. SOAP & P.T. DISP. 12 SF WORK COUNTER PER FBC 450.3.4.1.2 64 SF CLN UTILITY PER FBC 450.3.4.1.2 STERILE STORAGE FBC 450.3.4.1.2 CLEAN LINEN CART STORAGE CENTRALIZED NURSE STATION 2 1 CLEAN UTILITY AND LAUNDRY AREA 1 1 /4" = V-0" 1 1 /4" = V-0" TYP. STALL OR W.C. 2" MAX. 3'-6" I I I © © 0 C - 24" DENOTES 24" GRAB BAR C - 48" DENOTES 48" GRAB BAR 27" MAX -- - -- 00 CD - M C7 q z Irco N 1t- FEI INSULATION BOOT FOR BOTH DRAIN PIPE AND HOT WATER PIPE (IF APPLICABLE) (PLUMBEREX HAND SHIELD 1-619-322-1772 OR APPROVED EQUAL) CONTROLAREA LO �N T 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: 1 1 07/29/16 JAHCACOMMENTS ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 r r a o a o o © o 0 TOILET ACCESSORIES MOUNTING HEIGHTS 1 /4" = 1'-0" • LP PROt'l T LE: ZEY HILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ENLARGED FLOOR PLANS 0� C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER_danr.rvt 0/1 Wf3f)1 CZ 1 •ri -G12 Dnn SEALANT (TYP.) AV SCHEDULED COUNTERTOP, SIDESPLASH, & BACKSPLASH FINISH 2'-1 U.N. 3/4" PLYWOOD BACKER W/ P. LAM. - REFER TO FINISH SCHEDULE ..................... .............. .... . SOLID SURFACE INTEGRAL SINK - COLOR TO MATCH COUNTERTOP. PROVIDE SAMPLE FOR ARCHITECT 8" MIN APPROVAL PL. LAM. ON 1/4" HARD BD. W/ BACKER SHEET z cn LL 0-- 3/4" PLYWOOD BACKER a. W/ P. LAM. PANEL IS TO 0 BE REMOVABLE 0 CD iv BLOCKING AS REQUIRED 11 MIN Z 0) . ......................... ..... .... . . . SCHEDULED BASE . TYP. ADA SINK SKIRT 9 1 1/2" = 1'- GYP BD CEILING SEALANT 9 2X WD BLOCKING PL. LAM. SOFFIT TO CEILING PL. LAM. ON 3/4" PLYWOOD LINE BORING @ 1 1/4" O.C. W/ SPOON CLIPS (3)ADJUSTABLE PL. LAM. ON 3/4" 0 L PLYWOOD SHELF 1'- 10" MIN. LOCKABLE CABINET PULL HANDLE ADJUSTABLE SHELF ADJUSTABLE CLOTHING ROD LINE BORING 9 1 1/4" O.C. W/ SPOON CLIPS bo cr) u �. PL. LAM. ON 1/4" HARD BOARD W/BACKER SHEET L CONTINUOUS WOOD CAI BLOCKING (TYP) PL. LAM. ON 3/4" PLYWOOD BASE - REFER TO 2X BLOCKING x FINISH SCHEDULE WARDROBE CLOSET 10 Ld c\I -1 O F— 0 LL 0 z LLI 0 LU X wLU c/5 TYPICAL PATIENT ROOM SHOWER 5 1/411 = 1 V-011 N LU CD LL 0 Lu z M W CA UJ Lu TYPICAL PATIENT TOILET 6 1/4" = 1-101" Al tUdE10+ California I Florida I Nevada 2211 E. 7TH Avenue, Tampa, Florida 33605 P: 239.357.4983 AA26002373 Peninsula Engineering, INC. WALL TILE & BASE MEP&FP -SEE SHEET ID 102 2016 Alden Road Orlando, FL 32803 PAPER TOWEL AND SOAP DISP. -SEE SHEET A 1.03 P: 407.246.1688 GRAB BAR - SEE SHEET F: 407.246.1664 A1.03 TOILET PAPER DISP. -SEE SHEET A1,03 LBA INTERIORS INTERIOR DESIGNER 5650 DTC PARKWAY, SUITE 100 ENGLEWOO , CO. 80111 P:303.773.0436 F:303.773.0053 SHOWER ROOM 008 1/4"= V-131" 1TYP 0 � A1.40) A PL. LAM SOFFIT --ot— PL. LAMINATE II WARDROBE W1 LOCKABLE CABINET ADJUSTABLE SHELF & CLOTHING ROD PL LAM ADA BENCH -4u MIN INT CLEAR W1 FABRIC CUSHION DEPTH OF 3'-0" 2'-6" INT REVISIONS: -FAR DIM 1 07/29/16 AHCA COMMENTS Lu u- 0 w wX Z w cn w w UU cn I — TYPICAL PATIENT ROOM SINK 7 1/4" = V-101" SHOWER ROOM 008 - WARDROBE 2 1/4" = V-131" K-To� TYP. 1�A1 . :!0/) 1 . -11 PL. LAM SOFFIT PL. LAMINATE 4- WARDROBE W1 CP / LOCKABLE CABINET _ ADJUSTABLE SHELF & CLOTHING ROD 00 MIN INT CLEAR 9 DEPTH OF WARDROBE= 1'-10". LAM ADA BENCH 3'-0" 2'-6" INT VI/ FABRIC CUSHION [-EAR DIM SHOWER ROOM 007 3 1/4" = 1'-0" TYP. 110 \1 PROVIDE AJUSTABLE SHELVING V-8" AREA @ 4" INCREMENTS 1 1/2" THICK 10' PL. LAM SOFFIT UPHOLSTERED 91 -OU — PL. LAMINATE FOAM CUSHION WARDROBE W1 LOCKABLE CABINET bo — ADJUSTABLE SHELF & CLOTHING ROD CONTINUOUS WOOD BLOCKING (TYP) .0 MIN INT CLEAR DEPTH OF C? WARDROBE V-1 0". PL. LAM. ON 3/4" 0 PLYWOOD BASE - REFER TO zo 2'-6" INT FINISH SCHEDULE LEAR DIM 2X BLOCKING n ADA BENCH 8 ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 1111��Cp PR TITLE: Z;IH,IRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: INTERIOR ELEVATIONS TYPICAL PATIENT ROOM WARDROBE 4 1/4. = 1 -0. Al m40 020 C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER—danr.rvt 0/1 n/r3nl 12 1 •rlf3.r)t) DRA 4 7/8' 4 7/8" ■ tu 0+ 4 7/8" 5/8" 3 5/8" 5/8" 5/8" 3 5/8" California I Florida I Nevada :.:....: P. .... ...; . , •- • ,, :..; • - 4 - 2211 e, T a, F 605 E 7TH Avenu amp lorida 33 P:239.357.4983 AA26002373 UNDERSIDE UNDERSIDE STRUCTURE FINISHED CEILING - STRUCTURE UNDERSIDE OF DECK 7:f ABOVE REFER TO ABOVE OR STRUCTURE ABOVE FINISHED CEILING EXISTING HR REFLECTED CEILING Peninsula Engineering, INC. - 1 PLAN EXISTING 1HR EXISTING 1 HR REFER TO GYP BD. LID GYP BD. LID MEP&FP GYP BD. LID REFLECTED CEILING METAL CHANNEL 2016 Alden Road Orlando FL 32803 3-5/8" METAL CHANNEL PLAN METAL STUD FRAMING 3-5/8" METAL CHANNEL P: 407.246.1688 3-5/8" METAL STUD F: 407.246.1664 SEAL ALL OPENINGS 3-5/8" METAL STUD (TYP. BOTH SIDES) LBA INTERIORS FINISHED CEILING - REFER TO — INTERIOR DESIGNER REFLECTED CEILING (1) LAYER 5/8" GYP BD EACH 5/8" GYP BD - REFER TO FINISH PLAN FOR FINISH 5/8" GYP BD - REFER TO FINISH PLAN FOR FINISH 5650 DTC PARKWAY, SUITE 100 PLAN SIDE EXTENDED TO BOTTOM 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 BLANKETS PROVIDE SEALANT IN SPACE (TYP BOTH SIDES) METAL CHANNEL PROVIDE SEALANT IN SPACE (TYP BOTH SIDES) 3-5/8" METAL CHANNEL F:303.773.0053 MAX 1/4" SPACE 3-5/8" METAL CHANNEL BETWEEN BOTTOM OF BASE- BASE - GYP BD &FLOOR. BASE - REFER TO FINISH PLAN REFER TO FINISH PLAN PROVIDE SEALANT IN REFER TO FINISH PLAN SPACE (TYP BOTH SIDES) 1 SMOKE PARTITION 41/4" WALL THICKNESS 1 10 TYPICAL ARTITI N (U.N.O.) 4 7/8" TYPICAL WALL THICKNESS 4 7/8" TYPICAL WALL THICKNESS - STC RATING 45 1 3 SMOKE PARTITION 7 1/4" TYPICAL WALL THICKNESS - STC RATING 45 TO 49 ,, 7-1/4" TYPICAL WALL THICKNESS 3* PARTITION TYPE 3 3 PARTITION TYPE 2 2 PARTITION TYPES 1 3" = V-0" 3" = 1 �-0" 3" = V-0" REVISIONS: 1 1 07/29/16 JAHCA COMMENTS 6 MIL. VISQUEEN BARRIER EACH SIDE OF METAL FRAMING A A5.10 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 EXISTING FINISHED IN SPACE (TYP BOTH SIDES) CEILING - CONTRACTOR TO REPLACE DAMAGED TILE AFTER TEMP. WALL & VISQUEEN BARRIER DEMOLITION 3 5/8" METAL STUDS Co 16" O.C. RENOVATION OCCUPIED SIDE SIDE(1) LAYER (FOR 1-HOUR) 5/8" FIRE CODED GYP. BD. EACH SIDE OF o[ FRAMING - PAINTED ON OCCUPIED O 0 SOUND ATTENUATION BLANKETS SIDE cr LU � BARRIER SILL DETAIL B Z W B _ A5.10 3„ = 1'-0�� ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 1-HOUR RATED PARTITION - NEW 14" DEEP WALL SLEEVE CONSTRUCT PER U.L. #U419 \/ 5" NOMINAL WALL THICKNESS - MATCH EXISTING MANUFACTURER EXISTING EXTERIOR WALL EXISTING PLASTIC SHROUD ANGLE SUPPORT PER MANUFACTURER SPECS. J NEW SUB BASE SUPPORT - BY NEW EXTERIOR LOUVER MANUFACTURER PER NOA 11-1205.02 VISQUEEN BARRIER WITH PERIMETER SEALED P T ITLE: COMPRESSIBLE WITH DUCT TAPE CONSTRUCTION BARRIER GENERAL NOTE: INSULATIONV1_'.rL Z RHILLS HEALTH & 1. THE CONTRACTOR SHALL OBTAIN AN ICRA BUILDING PERMIT FROM THE HOSPITAL. CONTRACTOR SHALL CONSTRUCT ALL TEMPORARY PARTITIONS AFTER HOURS TO MINIMIZE IMPACT ON HOSPITAL OPERATION. ERECT FIRE RETARDENT ZIPWALL BARRIER - • :-• •- - -: :: - ; - = : • • = • - = : • • - •=, .. - .: .. . „- , ; : =. - ;,. • ••. ,• : , •..- :, •• - - ; ,-••; ; ;•:: , ; , . •-_ REHAB CENTER PRIOR TO TEMPORARY PARTITION INSTALLATION. SKILLED NURSING -10 BED 2. WHERE AN EXISTING WALL IS NOTED TO SERVE AS A CONSTRUCTION BARRIER, THE GENERAL CONTRACTOR SHALL PROVIDE ABOVE CEILING FIRE RETARDENT VISQUEEN, IN THE EVENT THE WALL DOES NOT EXTEND TO THE BOTTOM OF THE DECK. COMPRESSIBLE SEAL PERIMETER OF BARRIER CONVERSION 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 LENGTH O THE TEMPORARY CONTRUCTION BARRIER ON OCCUPIED SIDE. NOTE: PLASTER TAPE ALL JOINTS, PROJECT ADDRESS: ADJUST P-TAC UNIT AS NEEDED 4. DOORS AND FRAMES IN TEMPORARY CONSTRUCTION BARRIERS SHALL BE C-LABEL, 45-MINUTE RATED. PROVIDE UL HARDWARE, AND SECURE ALL TAPE WITH FOR NEW LOUVER ASSEMBLY CLOSER AND POSITIVE LATCHING. LOCKING CONFIGURATION SHALL BE APPROVED IN ADVANCE BY OWNER AND BY ALL AUTHORITIES RAM -TACK HIGH TACK SPRA 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 HAVING JURISDICTION. OR EQUAL PROJECT NUMBER: FLTSP15008 SHEET TITLE: PARTITION TYPES A5ml 0 LOUVER AT PTAC UNITS 5 PARTITION TYPE 4 4 BARRIER HEAD DETAIL A 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 3" " = 1'-0 © 2015 Studio+ C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER danr.rvt am nioni a i -ao-na Dnn 6 1 /8" 1 1/4"-3 5/8" 1 1/4" TYP. studmio+ Al T7,) r W�, R, y I -�9 3 5/8" 1 2 LAY[ TYPE' MAX 1/4" SPACE BETWEEN BOTTOM OF GYP BD & FLOOR. _ PROVIDE SEALANT IN SPACE (TYP BOTH SIDES) 2 HOUR FIRE/ SMOKE PARTITION - PER UL #U419 61/8" TYPICAL WALL THICKNESS - STC RATING 50 10" BLOWNINSULATION ADD 7/8" MET. HAT CHANNELS AT 24" O.C. 5/8" TYPE "C" GYP. BD. EXIST. 5/8" TYPE "X" GYP BD. ON 3 5/8" METAL STUDS (1 HR WALL) GA # WP1200 MAX 1/4" SPACE BETWEEN BOTTOM OF GYP. BD. & FLOOR. PROVIDE SEALANT IN SPACE (TYP. BOTH SIDES) AS PER UL U419. EXISTING ROOF ASSEMBLY 1" AIR SPACE BLDG. WRAP VAPOR BARRIER 5/8" SHEATHING --�— 5/8" TYPE ")CGYP. BD. ATL. STUD :RS )CGYP. BD. TYP. EXISTING 2 HR RATED WALL ASSEMBLY - PATCH & REPAIR PER UL. 419 WOOD TRUSSES 2X WOOD BLOCKING EXISTING 1 HR RATED EID ASSEMBLY 3-5/8" METAL CHANNEL BASE - REFER TO FINISH PLAN PARTITION TYPES 01 3" = V-0" 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: 1 1 07/29/16 JAHCACOMMENTS \/ EXISTING TWO LAYERS TYPE ")CGYP BD. OF HAZARDOUS ARCHITECT OF RECORD: 3 5/8 AREAS JOSE A PEREZ, NCARB AIA F I AR97653 ADD ONE LAYER 5/8" TYPE "C" GYP. BD. TAPE & SEAL JOINTS (TYP.) REMOVE 6" OF GYP. BD. ONE SIDE, INSERT IMPALING CLIPS, INSERT THERMAFIBRER SAFING, REPLACE GYP BD., TAPE & FINISH. BATT INSULATION PER UL U419 BASE - REFER TO FINISH PLAN A ADDED TYPE "X" GYP. BD. EACH SIDE. B HEAT DISSIPATION OF THE METAL TRACK ITSELF. C THE GYPSUM LAYERS OF THE ONE HOUR WALLS PROVIDE ADDITIONAL PROTECTION. D THE AREA OF EXPOSURE IS A SMALL PERCENTAGE OF THE WHOLE AREA, THEREFORE ACTUAL TEMPERATURE RISE WOULD BE LESS. E SAFING ADDED FOR CONTINUITY OF CEILING MEMBRANE 1 HOUR FIRE/ SMOKE PARTITION - PER UL #U419 4 7/8" TYPICAL WALL THICKNESS - STC RATING 45 P=RHILLS ITLE: Z HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 1 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: PARTITION TYPES C:\Users\danr\Documents\2016.04.20 - CENTRAL - ADVENTIST - ZEPHYRHILLS HEALTH AND REHAB CENTER_danr.rvt 0M 11/OM a i •rO•i i DR4 PARTITION TYPES 2 3" = V-0" A5ml 1 TYPICAL CORNER DETAIL 7 TYP. DOOR FRAME LOCATION 3 3" = V-0" 3" = V-0" FOUR FOOT 3500 PSI CONCRETE PATCH - THICKNESS TO GYP BD PANEL MATCH EXIST. SLAB OR 4" MIN. (WHICH EVER IS GREATER) W/ 6"x6" - W2.9 x W2.9 WWF. FLUSH EXISTING CONCRETE SLAB b de d L— #3 BAR x V-3" LONG, DRILL FOUR FOOT SIXTEEN INCH EXISTING SLAB AND SET IN GYP BD PANEL STUD SPACING EPDXY. 6" EMBEDMENT IN EXISTING SLAB SPACED @ 48" EXISTING BELOW GRADE O.C. (STAGGER EA. SIDE). SOIL; CONTRACTOR TO 7 THOROUGHLY COMPACT ANY MIN. 10 MIL. POLYETHYLENE VAPOR DISTURBED SOIL PRIOR TO BARRIER OVER SOIL TREATED FOR APPLYING SOIL TREATMENT. TERMITE PROTECTION. REFER TO SPECS FOR TREATMENT REQUIREMENTS. JOINT LOCATION IN GYP BD 9 3" = 1'-0„ SLAB INFILL DETAIL 6 1 If = 1'-011 SCHEDULED DOOR CORNER GUARD SOLID SURFACE THRESHOLD TO COMPLY :..:.::::. . ;..: WITH ACCESSIBILITY ALUMINUM CODE REQUIREMENTS RETAINER 1/2" RISE MAX. #6x1 5/8" BUGLE HD SHEET VINYL DRYWALL SCREW ADHESIVE THIN -SET THRESHOLD CENTERED 5/8" GYPSUM WALL BOARD FLOOR TILE ON DOOR TILE TO VINYL FLOORING 4 CORNER GUARD 11 311 = 11-0v' - - - 3" = 1'-011 SCHEDULED DOOR 3" BRACKET BASE & LOCK ACCESSORY TO COMPLY STEEL STUD WITH ACCESSIBILITY CODE REQUIREMENTS 1/2" RISE MAX. TRANSITION - PROVIDE BOLT / TOGGLE WING ROPPE #159 VINYL FLOORING CONTINUOUS VINYL TILE ACCESSORY CENTERED BRACKET ON DOOR ENCLOSURE TRANSITION- VINYL TO VINYL 5 HANDRAIL DETAIL 2 311 = 11-0" 311 = 1 1 -011 FULL SHEET FULL SHEET U � ��R„ i tj . " GYP. BD. GYP. BD. DOUBLE STUDS AT California I Florida I Nevada II II III „ III III II II II HEAD AND JAMB ,t II „ II III II �, III II III II II FIRE RESISTANT GYP. BD. AS REQUIRED 2211 E. 7TH Avenue, Tampa, Florida 33605 II 11 III II III II II III II III II II 'Il II - P:239.357.4983 AA26002373 It tl III II I III III II II III -------------- --""-" J II II II II - DRYWALL BUTT JOINT 11 tl II III III III III III ,� III II II II II II II AT STUD Peninsula Engineering, INC. II II II II III III III III . III III , III , III II II II II II II II II - MEP&FP II II III III % III III II II II II 2016 Alden Road Orlando, FL 32803 11 11 II III III � III III III III II II II II II II - P: 407.246.1688 II II III � " III III III II II II II F:407.246.1664 II II II II III III � III ,• III III tll III III II II II II 11 II II - STUDS - LBA INTERIORS II 11 III III III . III III III II �� II II II II INTERIOR DESIGNER tl II III III III III II II II II 5650 DTC PARKWAY, SUITE 100 It III `� III II II NOTE: BUTT JOINTS AT ENGLEWOOD, CO.80111 II III III II. II DOOR JAMBS WILL NOT 11 III III II II BE ACCEPTED. II III �'� III II II P:303.773.0436 II II II III tll �� III III III III II II II II II I F:303.773.0053 II I II III I 111 III III ��, III III II II I I I II II I RESILIENT BASE II II III III � III � III II II II II I I I11 � III I I I I TYPICAL FRAMING DETAIL 8 1 1/2" = V-0" AT SMOKE WALL SEAL WITH CAULK AT PERIMETER _ ... TELEPHONE OR ELECTRIC BOXES USE ACOUSTICAL SEALANT AROUND BOX PENETRATIONS NOTE: OUTLET BOXES SHALL NOT EXCEED 16 SQ. IN. TOTAL BOX OPENINGS SHALL NOT EXCEED 100 SQ. IN. IN 100 SQ. FT. WALL SURFACE IN SMOKE OR RATED PARTITIONS ADJACENT ELECTRICAL BOXES 10 3" = V-0" 1 1/2" O.D. DIA. STAINLESS STEEL GRAB BAR MOUNTING BRACKETS 2'-8" - O.C. MAX. 1/4" DIA x 3" VANDAL RESISTANT SCREWS (3) PER BRACKET CONTINUOUS 2 X 6 F.R.T. WD. BLOCKING SCREW ATTACHED TO METAL STUDS EA SIDE WITH (3) 1 1/2" LONG DRYWALL SCREWS 5/8" GYP. BRD. WITH IMPERVIOUS FINISH. SEE FINISH SCHEDULE GRAB BAR DETAIL 1 311 = 1 1-0,' REVISIONS: ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 fN - r "1�7 1 (0 PROJ C T E: ZEPHYRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: INTERIOR DETAILS A5n20 02015 Studio+ S:\Projects\FLTSP15008 - ADVENTIST ZEPHYRHILLS\2016.05.05 - CENTRAL - ADVENTIST - ZH&R.rvt DOOR HARDWARE DESCRIPTION 01- DOUBLEACT/NG DOOR: SEE HARDWARE SET AS PROVIDED IN ARCHITECTURAL SPECIFICATION SECTION 087100. 02- EXTERIOR DOOR W/PANIC HARDWARE: SEE HARDWARE SET AS PROVIDED IN ARCHITECTURAL SPECIFICATION SECTION 087100. 03- EXISTING PATIENT ROOM DOORS: PRIVACY FUNCTION - MORTISE LOCK WITH INTERIOR THUMB TURN AND EMERGENCY KEY OVERRIDE ON THE EXTERIOR OF THE DOOR. INTERIOR SIDE OF DOOR ALLOWS EGRESS AT ALL TIMES. DOOR IS FULLY GASKETED. 04- EXISTING PATIENT TOILET ROOM DOORS: PRIVACY FUNCTION - MORTISE LOCK WITH INTERIOR THUMB TURN AND EMERGENCY KEY OVERRIDE ON THE EXTERIOR OF THE DOOR. DOORS SWING OUT FROM PATIENT TOILET ROOMS AND ALLOW EGRESS FROM WITHIN THE TOILET ROOMS AT ALL TIMES. 05- EXISTING STORAGEROOMDOORS: STORAGE FUNCTION - MORTISE LOCK WITH KEY ENTRY FROM THE EXTERIOR/ CORRIDOR SIDE OF THE DOOR. DOOR IS OUTFITTED WITH A CLOSER, IS FULLY GASKETED AND ALLOWS EGRESS FROM WITHIN THE STORAGE ROOM AT ALL TIMES. 06- EXISTING DOUBLE EGRESS PAIR: DOOR AND HARDWARE ARE RATED FOR 90 MINUTE DOOR. DOOR IS EQUIPPED WITH PANIC BAR, MAGNETIC HOLD OPENS, AND CLOSER. DURING NORMAL OPERATION, THE DOORS ARE HELD OPEN BY THE MAGNETIC HOLD OPEN. THE MAGNETIC HOLD OPENS RELEASE THE DOORS UPON SOUNDING OF THE FIRE ALARM SYSTEM. PANIC BARS ALLOW EGRESS AT ALL TIMES FROM THE EGRESSING SIDE OF THE DOOR. THE DOOR IS FULLY GASKETED. DOOR SCHEDULE • DOOR DOOR PANEL SIZE FIRE DOOR FRAME DETAILS HARDWARE NUMBER WIDTH HEIGHT RATING MATERIAL FINISH TYPE MATERIAL TYPE HEAD JAMB PANIC HARDWARE HARDWARE GROUP REMARKS tud.io+ C100 T- 6" 7' - 0" 90 MIN SCWD P1 3 HM C 2/A6.01 3/A6.01 Yes 06 DOUBLE EGRESS PAIR Wl PANIC BAR AND MAGNETIC HOLD OPEN [P E002 4'-0" T-0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 California I Florida I Nevada E002T T- 0" 7' - 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 E003 4'- 0" T - 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 2211 E. 7TH Avenue, Tampa, Florida 33605 E005 4'- 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 P: 239.357.4983 AA26002373 E005T 3' - 0" T- 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 E015 3' - 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 05 E016 4' - 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 eninsula Engineering INC. E016T T- 0" T- 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 EP&FP E019 4' - 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 E019T 3' - 0" T- 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 016 Alden Road Orlando, FL 32803 E020 T- 0" T - 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 05 : 407.246.1688 E021 4' - 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 F: 407.246.1664 E021T 3' - 0" T- 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 E024 4' - 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 BA INTERIORS E024T 3'- 0" T- 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 E025 4'- 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 NTERIOR DESIGNER E025T 3' - 0" T- 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 5650 DTC PARKWAY, SUITE 100 E026 4' - 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 NGLEWOOD, CO.80111 E026T 3' - 0" T- 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 E028 4' - 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 P:303.773.0436 E028T 3'- 0" T- 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 •303 773 0053 E031 4'- 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 E031T 3' - 0" 7' - 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 E032 4' - 0" T - 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 03 E032T 3' - 0" T- 0" SCWD P1 1 HM A 2/A6.01 3/A6.01 04 E033 3'- 0" T- 0" SMOKE SCWD P1 1 HM A 2/A6.01 3/A6.01 05 N007T 4' - 0" T- 0" SMOKE SCWD P1 1 HM B 3/A6.01 3/A6.01 01 DOUBLE ACTING DOOR W/ WIRE BRUSHING AT EDGES 08T 0" 7 O D 1 01 01 1 OU CT O / W RU G G N100 4' - 0" T - 0" - ALUM. ALUMN. 2 ALUMN. A 6/A6.01 7/A .01 Yes 02 CCE CON L - P IC B 21/2" REFER TO 2 1/2" SCHED. 2" 4'4' 2" 2" REFER TO SCHED. 2" REFER TO SCHED. REFER TO SCHED. REFER TO SCHED. N r c [V / \ N / ::::..... EXISTING WALL ASSEMBLY. / / / \ A6.01 - STUCCO OVER METAL LATH / 1" f /-- / \ RIGID INSULATION/5/8" SHEATHING W/ WEATHER �W - BARRIER 13 5/8" METAL STUDS W / W / W / \ W :::::: 2 / 2 DE / \ W 2 2 c) c/) (j) Ll U cn U PATCH AND REPAIR STUCCO AS NEEDED O \ O O � cn O 3 O � / 3 \ cr W \ ir W \ W \ \\ / W W J w \ Lu \ w a LL // Lu Lu \A6.01 LU A6.01 WEATHER BARRIER. PATCH AND \ \ cr \ ^ U_ " cc REPAIR. PROVIDE NEW FLASHING AND SEALANT. REVISIONS: 1 07/29/16 AHCA COMMENTS SCHEDULED STOREFRONT - INSTALL PER FLORIDA PRODUCT 1 2 3 A B C APPROVAL FL8787.3 STOREFRONT DOUBLE ACTING EXISTING DOUBLE FLORIDA PRODUCT APPROVAL: EGRESS 8786.3 STOREFRONT HEAD DETAIL 7 DOOR & FRAME ELEVATIONS 1 3" = V-0" 3/8" = V-0" NOTE: PROVIDE ANCHORS AT HEAD AT 2'-0" O.C. MIN WHEN FRAME FOR PAIR OF DOORS IS GREATER THAN 5'-0". EXISTING MTL. STUDS- REPAIR/REPLACEAS I 5/8" GYP BD VARIES SEE NEEDED. f _I I VARRIES SEE SEALANT EACH SIDE PARTITION TYPE EXISTING PAINTED GYP BOARD - r PERIMETER NEOPRENE PATCH AND REPAIR INTERIOR WALL ; I AND BASE AS NEEDED f I PARTITION TYPE SMOKE SEAL SYSTEM BY I NATIONAL GUARD GYP. BD. - NUMBER _I CONTINUOUS SEALANT i I 5/8" GYP. BD. - PRODUCT OR EQUAL OF LAYERS AS NUMBER OF LAYERS SCHEDULED EXISTING WALL ASSEMBLY. 4" BRICK FACE /1"AIR GAP /5/8" AS SCHEDULED METAL STUDS I ' I SHEATHINGW1WEATHER BARRIER 3 5/8" METAL STUDS SEALANT (EACH SIDE) h;f SEALANT (EACH SIDE) WEATHER BARRIER. PATCH AND REPAIR. PROVIDE NEW FLASHING ><! H.M. DOOR FRAME AND SEALANT. CONTINUOUS SEALANT H.M. DOOR FRAME RABBIT BEYOND SCHEDULED STOREFRONT- LIGHTLY PACKED FIBERGLASS SOLID CORE DOOR ARCHITECT OF RECORD: INSTALL PER FLORIDA PRODUCT APPROVAL FL8787.3 OR MINERAL WOOL OSE A PEREZ, NCARB AIA INsuLATION DOOR - REFER TO SCHEDULE R976553 DOOR - REFER TO SCHEDULE DBL ACTING DOOR FRAME 2X FRT BLOCKING NOTE: PROVIDE MANUFACTURER'S RECOMENDATION HEAD REINFORCING FOR DOORS OVER T-0" WIDE. DBL METAL STUD FRAMING PROVIDE MIN DOUBLE CHANNEL. STOREFRONT JAMB DETAIL 8 DOOR HEAD DETAIL 4 DBL ACTING DOOR JAMB DETAIL 3 HEAD DETAIL -DOUBLE EGRESS 2 3" = 1 1_011 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" � �,�J�iJ�'// I - V.I.F. REFER TO SCHED. RO I LE: ''-'" E ILLS HEALTH & ``�---_ ' / TYP. EHAB CENTER -- / 1. INTERIOR SIGNS SHALL COMPLY WITH CHAPTER 7 OF THE 7 -- = I........-- o / 4° (MIN.) 2014 EDITION OF THE FLORIDA ACCESSIBILITY CODE `�,6.01 / KILLED NURSING -10 BED == "` I " EXISTING WALL ASSEMBLY. STUCCO OVER METAL LATH/1" RIGID INSULATION /5/8" O I I I I Z / �' 2. SUBMIT SHOP DRAWINGS INDICATING SIZE, SHAPE / CONVERSION SHEATHING W/WEATHER b I I 9' AND DETAILS OF CONSTRUCTION OF LETTER AND \ / BARRIER / 3 5/8" METAL STUDS I I , SIGNS. _ REFUGE 3. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL cli \ _ u_ ROJECT ADDRESS: FLEXIBLE WIND ABATEMENT SCREEN ANCHORED TO STRUCTURE- 18 MINL ,/ BE A NON -GLARE FINISH. CHARACTERS AND SEE DOOR SCHED. X N _ 1, t INSTALL PER NOANO.15-0316.09 CENTER ON TACTILE ' �\ SYMBLOLS SHALL CONTRAST WITH THEIR BACKGROUND. / \ > 350 DAIRY RD. ZEPHYRHILLS, FL. 33540 -- - - CHARACTERS 4. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT / � TO THE LATCH SIDE OF THE DOOR. TYP. ROJECT NUMBER: `�\ g 5. COPY FOR SIGNS SHALL BE APPROVED BY ARCHITECT. LTSP15008 ` 6. INSTALL SIGNS WITH 1/16" DOUBLE SIDED FOAM TAPE. --.-.� 7. SIGNS CONTAINGING TACTILE CHARACTERS SHALL BE HEET TITLE: EXISTING WINDOW SYSTEM \ LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" X 18" A MIN., CENTERED ON THE TACTILE CHARACTERS, IS IMPACT RESISTANT OOR WINDOW SCHEDULE ` PROVIDED BEYOND THE ARC OF ANY DOOR SWING. STOREFRONT NOA NO. 15-0528.24 A6mOl WINDOW SHUTTER DETAIL 9 ADA SIGNAGE REQUIREMENTS 6 WINDOW ELEVATIONS 5 3" = 1 �_�,� 1 /2" = 1'-0" 3/8" = 1'-0" 2015 Studio+ se am cu is 6.0 - - - H T D A E _ r.r 1 obtnMnia i-1;7.1.7 MA ARCHITECTURAL FLOOR FINISH PLAN 1 /8" = 1'-0" KEY NOTES GENERAL NOTES KEY NOTES ■ tUcj10+ 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 GENERAL NOTES I REVISIONS: 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 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, CARPET TO SWV AND CARPET TO TILE TRANSITIONS ARE TO BE LEVEL W/SEAMS TIGHTLY BUTTED. FLOAT FLOOR OR PROVIDE UNDERLAYMENT AS NECESSARY; RE: INTERIOR FINISH SPECS. 6. CENTER FLOORING TRANSITIONS UNDER DOOR UNLESS OTHERWISE NOTED. 7. ALL GROUT TO BE SEALED. 8. 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. 9. SUBMITTALS: PRODUCT SUBMITTALS & SEAMING DIAGRAM FROM CONTRACTOR FOR ALL FINISH MATERIALS. SUBMIT TO DESIGNER FOR APPROVAL PRIOR TO ORDERING - TYPICAL. FLOOR FINISH LEGEND: O FLOOR FINISH DESIGNATION ® NOT IN CONTRACT ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION AR97653 CPT CPT SC SEALED CONCRETE WOM WALK -OFF MAT RBT RUBBER TREAD RB RUBBER BASE O EPDXY SWV SIMULATED WOOD VINYL SV SHEET VINYL O TILE VCT VINYL COMPOSITION TILE / KEY PLAN (N.T.S.): 41 PROJIf qNT TLE: ZEPHYRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FLOOR FINISH PLAN C:\RVT2016\2016.3310- ADVENTIST - ZEPHYRHILLS WING CONVERSIONJwarren.rvt PROJECT NORTH ON, TRUE NORTH ID1 01 © 2015 Studio+I 2 ARCHITECTURAL WALL FINISH PLAN 1 /8" = 1'-0" KEY NOTES PAINT Pe RE: INTERIOR FINISH SPECS. SCHLUTER END PIECE RE: INTERIOR FINISH SPECS. TILE T2 RE: INTERIOR FINISH SPECS. ACCENT TILE T3 RE: INTERIOR FINISH SPECS. TILE T2 RE: INTERIOR FINISH SPECS. SCHLUTER BASE RE: I INTERIOR FINISH SPECS. I I TYP. PUBLIC SHOWER TILE DETAIL 1 1 /4" = 1'-0" / GENERAL NOTES KEY NOTES ■ tu 1�110+ 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 GENERAL NOTES I REVISIONS: 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 P2, 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, P1. RESIDENT UNIT CEILINGS TO RECEIVE LOW VOC, EGGSHELL PAINT, P2. RESIDENT UNIT BATH WALLS AND CEILINGS TO RECEIVE LOW VOC, SEMIGLOSS PAINT, P2. PUBLIC TOILETS/SHOWERS TO RECEIVE LOW VOC, SEMI- GLOSS PAINT, P2 ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. 7. TRIM TO RECEIVE PAINT, P1 PER SPECIFICATION BY LBA INTERIORS. 8. CORNER GUARDS ON OUTSIDE CORNERS IN PUBLIC AREAS, UNLESS OTHERWISE NOTED, RE: INTERIOR FINISH SPECIFICATIONS 9. REFER TO INTERIOR ELEVATIONS AND ENLARGED PLANS FOR ADDITIONAL WALL FINISHES AND INFORMATION. WALL FINISH LEGEND: X FINISH MATERIAL BELOW FINISH MATERIAL ABOVE 0 SINGLE FULL HEIGHT WALL FINISH MATERIAL © PAINT WV WALL VINYL 0 TILE — — WALL FINISH ABOVE CHAIR OR HAND RAILMALL FINISH BELOW. WALL FINISH AT FULL HEIGHT ON WALL. FINISHED FLOOR TO CEILING, U.N.O. "CG CORNER GUARD �CG FULL HEIGHT CORNER GUARD REFER TO ACHITECTURAL SPECIFICATIONS FOR PRODUCT SPECIFICATION KEY PLAN (N.T.S.): ARCHITECT OF RECORD: JOSE A PEREZ, NCARB AIA AR97653 PROJIHM TITLE: ZEPHYRHILLS HEALTH & REHAB CENTER SKILLED NURSING -10 BED CONVERSION PROJECT ADDRESS: 7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 PROJECT NUMBER: FLTSP15008 SHEET TITLE: WALL FINISH PLAN C:\RVT2016\2016.3310- ADVENTIST - ZEPHYRHILLS WING CONVERSIONJwarren.rvt 5/3/2" 16 1;1 PM PROJECT NORTH TRUE NORTH F®R j ID1 02 HVAC LEGEND SYMBOL ABBREVIATION DESCRIPTION SA SA SUPPLY AIR RA RA RETURN AIR EA EA EXHAUST AIR OA OA OUTSIDE AIR SUPPLY DIFFUSER / REGISTER RETURN GRILLE ® EXHAUST GRILLE FD� SUPPLY DIFFUSER W/ FIRE DAMPER FD� RETURN GRILLE W/ FIRE DAMPER FD� EXHAUST GRILLE W/ FIRE DAMPER n FIRE DAMPER F/S�--�-I FIRE/SMOKE DAMPER XX"xXX" DUCTWORK (DOUBLE -LINE) FIRST DIMENSION INDICATES VISIBLE WIDTH VD MANUAL VOLUME DAMPER EDCAPPED DUCTWORK EliVD MANUAL VOLUME DAMPER SPIN -IN FITTING W/ VOLUME DAMPER ELBOW W/ TURNING VANES r I INDICATES EXHAUST DUCT UP TO EXHAUST FAN ON ROOF ABOVE. FLEX FLEXIBLE DUCTWORK i- TYPE CFM DIFFUSER / GRILLE TAG CFM ® INDICATES AIRFLOW INTO NEGATIVELY PRESURIZED SPACE ® POC POINT OF CONNECTION ® LOR POINT OF DISCONNECT / LIMIT OF REMOVAL ® KEY NOTE SYMBOL O THERMOSTAT DP DIFFERENTIAL PRESSURE GAUGE GENERIC MECHANICAL ABBREVIATIONS AD ACCESS DOOR HCPD HANDICAPPED ADJ ADJUSTABLE I HPG HIGH PRESSURE GAS ADDL ADDITIONAL i HX HEAT EXCHANGER AFD ADJUSTABLE FREQUENCY DRIVE AFF ABOVE FINISHED FLOOR i INSUL INSULATION AFG ABOVE FINISHED GRADE I ALT ALTERNATE I LAB LABORATORY AP ACCESS PANEL i LVG LEAVING ARCH ARCHITECTURE ATC AUTOMATIC TEMPERATURE j MAX MAXIMUM CONTROL i MCC MOTOR CONTROL CENTER ATCC ATC COMPRESSOR I MECH MECHANICAL ATCD ATC COMPRESSOR DRYER j MEZZ MEZZANINE ATCR ATC COMPRESSOR RECEIVER I MFR MANUFACTURER ATV ATMOSPHERIC VENT j MH MANHOLE MIN MINIMUM BAS BUILDING AUTOMATIC SYSTEM i MTD MOUNTED B BOILER I BBD BOILER BLOW DOWN I N/A NOT APPLICABLE BD BOARD j NC NORMALLY CLOSED BDT BLOW DOWN TANK I NC NOISE CRITERIA BF BOILER FEED WATER i NIC NOT IN CONTRACT BFF BELOW FINISHED FLOOR i NO NORMALLY OPEN BLDG BUILDING I NO. NUMBER BLR BOILER j NOM NOMINAL BOD BOTTOM OF DUCT i NTS NOT TO SCALE BIAS BUILDING MANAGEMENT SYSTEM BOP BOTTOM OF PIPE i OC ON CENTER BSMT BASEMENT I OAC OPEN ABOVE CEILING ODP ON DRIP PROOF C CONVECTOR I OFCI OWNER FURNISHED, CA COMPRESSED AIR j CONTRACTOR INTSTALLED CF CEILING FAN I OF01 OWNER FURNISHED, CL CENTERLINE i OWNER INTSTALLED CLG CEILING CO CLEAN -OUT i PD PRESSURE DROP COL COLUMN i PLBG PLUMBING COMP COMPRESSOR I POS POSITION OR POSITIVE CONC CONCRETE i PRESS PRESSURE CONN CONNECTION PRIM PRIMARY CONTR CONTRACTOR I PVC POLYVINYL CHLORIDE CORR CORRIDOR I CUH CABINET UNIT HEATER I RC ROOM CRITERIA (NOISE LEVELS) CYL CYLINDER i REP REPRESENTATIVE RET RETURN D DRAIN i REQ'D REQUIRED DC DRY COOLER REQ'S REQUIREMENTS CDC DIRECT DIGITAL CONTROLLER j RM ROOM DDCFP DDC FIELD PANEL I DN DOWN I SCH SCHEDULE DPM DIFFERENTIAL PRESSURE MONITOR I SOV SOLENOID OPERATED VALVE DWG DRAWING j SPECS SPECIFICATIONS I SS STAINLESS STEEL EA EACH i STD STANDARD EFF EFFICIENCY I STDBY STANDBY ECUH ELECTRIC UNIT HEAT CABINET j STL STEEL ELEC ELECTRCAL i SUCT SUCTION ELEV ELEVATION I SUP SUPPLY EMER EMMERGENCY EMS ENERGY MANAGEMENT SYSTEM i TA THROW AWAY ENT ENTERING j TAV THERMOSTATIC AIR VENT EQUIP EQUIPMENT I TEFC TOTALLY ENCLOSED, FAN COOLED EUH ELECTRIC UNIT HEATER i TEL TELECOMMUNICATION EXH EXHAUST TOD TOP OF DUCT EXP EXPANSION I TOP TOP OF PIPE EXIST EXISTING i TYP TYPICAL ETR EXISTING TO REMAIN EXTRM EXISTING TO BE REMOVED i UH UNIT HEATER UV ULTRA -VIOLET FTR FINNED TUBE RADIATOR I FACP FIRE ALARM CONTROL PANEL j V VENT FFOP FIREFIGHTERS OVERRIDE PANEL I VFD VARIABLE FREQUENCY DRIVE FG FIBERGLASS j VERT VERTICAL FLEX FLEXIBLE VTR VENT THROUGH ROOF FLR FLOOR i FD FLOOR DRAIN W/ WITH FP FIRE PROTECTION I W/0 WITHOUT FURN FURNISHED i WF WIDE FLANGE WRIT WITH RESPECT TO G GAS GA GAUGE (THICKNESS) XFMR TRANSFORMER (ELECTRICAL) GALV GALVANIZED GND GROUND GRD GRADE (GROUND LEVEL) GWB GYPSUM WALL BOARD I r DIMENSIONAL UNIT ABBREVIATIONS 'F DEGREES FAHRENHEIT KW KILOWATT °C DEGREES CELSIUS I KWH KILOWATT HOUR KVA KILOVOLT AMP A AMPERES I AVG AVERAGE j L LENGTH LB POUND BHP BRAKE HORSEPOWER i LF LINEAR FEET BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT / HOUR i MBH ONE THOUSAND BTU/HR j MCA MINIMUM CIRCUIT AMPACITY CAP CAPACITY I MFS MAX. FUSE SIZE CF CUBIC FEET i MOCP MAX. OVERCURRENT PROTECTION CFM CUBIC FEET PER MINUTE OD OUTSIDE DIAMETER DB DRY BULB TEMPERATURE i OV OUTLET VELOCITY DIA DIAMETER DIM DIMENSION j PCF POUNDS PER CUBIC FOOT DP DIFFERENTIAL PRESSURE PH PHASE (ELECTRICAL) D DEPTH I PSIA PRESSURE PER SQUARE INCH ABSOLUTE FPM FEET PER MINUTE i PSID PRESSURE PER SQUARE INCH FREQ FREQUENCY j DIFFERENTIAL FT FEET I PSIG PRESSURE PER SQUARE INCH FT FEET OF HEAD i GAUGE FT/SEC FEET PER SECOND RH RELATIVE HUMIDITY GAL GALLON(S) i RPM REVOLUTIONS PER MINUTE GPH GALLONS PER HOUR i GPM GALLONS PER MINUTE i SHR SENSIBLE HEAT RATIO SQ. FT. SQUARE FEET H HEIGHT I HP HORSEPOWER i TEMP TEMPERATURE HZ HERTZ TON TON OF REFRIGERANT HR HOUR VEL VELOCITY ID INSIDE DIAMETER I IN INCH i W WIDTH IN. WG. INCHES OF WATER GAUGE I WB WET BULB TEMPERATURE HYDRONIC SYSTEM ABBREVIATIONS ADS AIR/DIRT SEPARATOR i HWPHC HOT WATER REHEAT COIL AS AIR SEPARTOR I HWR HEATING WATER RETURN AV AUTOMATIC AIR VENT i HWS HEATING WATER SUPPLY ACV AUTOMATIC CONTROL VALVE j HD HEAD (PUMP) BFP BACKFLOW PREVENTER I j LWT LEAVING WATER TEMPERATURE CC COILING COIL I j MAV MANUAL AIR VENT CCV CHARACTERIZED CONTROL VALVE I MUW MAKE-UP WATER CH CHILLER CHEM CHEMICAL FEED j NPSH NET POSITIVE SUCTION HEAD CHW CHILLED WATER I NPSHA NET POSITIVE SUCTION HEAD CHWR CHILLED WATER RETURN AVAILABLE CHWS CHILLED SUPPLY I NPSHR NET POSITIVE SUCTION HEAD CT COOLING TOWER i REQUIRED CTBD COOLING TOWER BLOWDOWN CTW COOLING TOWER WATER i OS&Y OUTSIDE STEM AND YOKE CW CONDENSER WATER CWR CONDENSER WATER RETURN I P PUMP CWS CONDENSER WATER SUPPLY i PCC PRE -COOLING COIL PHC PRE -HEAT COIL DOV DRAIN OFF VALVE i PHX PLATE HEAT EXCHANGER DR DRAIN i PICCV PRESSURE INDEPENDENT I CHARACTERIZED CONTROL VALVE ET EXPANSION TANK i PCHW PROCESS CHILLED WATER EWT ENTERING WATER TEMPERATURE I PCHWR PROCESS CHILLED WATER RETURN PCHWS PROCESS CHILLED WATER SUPPLY FCV FLOW CONTROL VALVE RHC REHEAT COIL GR GLYCOL RETURN GS GLYCOL SUPPLY i S(XX) SECONDARY (SYSTEM SUFFIX) HB HOSE BIBB I T(XX) TERTIARY (SYSTEM SUFFIX) HC HEATING COIL I TDH TOTAL DYNAMIC HEAD HCR HOT/COLD RETURN (TWO PIPE) HCS HOT/COLD SUPPLY (TWO PIPE) WCC WATER COOLED CONDENSER HHW HEATING HOT WATER I WCCU WATER COOLED CONDENSER UNIT HW HEATING WATER i WPD WATER PRESSURE DROP HWHC HOT WATER HEATING COIL I WSHP WATER SOURCE HEAT PUMP HWPHC HOT WATER PRE -HEAT COIL AIR SYSTEM ABBREVIATIONS AC AIR CONDITIONING i LAT LEAVING AIR TEMPERATURE ACD AUTOMATIC CONTROL DAMPER I LD LINEAR DIFFUSER AF AIR FOIL (FAN) i LEV LAB EXHAUST VALVE AH AIR HANDLER AHU AIR HANDLING UNIT i MA MIXED AIR APD AIR PRESSURE DROP MD MANUAL VOLUME DAMPER AT AIR TERMINAL I MAT MIXED AIR TEMPERATURE AFD ADJUSTABLE FREQUENCY DRIVE i MUA MAKE-UP AIR UNIT BDD BACKDRAFT DAMPER I i CA OUTDOOR AIR BI BACKWARD INCLINED (FAN) i OAI OUTDOOR AIR INTAKE I OBD OPPOSED BLADE DAMPER CRAC COMPUTER ROOM A/C UNIT i QED OPEN END DUCT CU CONDENSING UNIT i ODU OUTDOOR UNIT AS AIR SEPARTOR I RA RETURN AIR AV AUTOMATIC AIR VENT I RAT RETURN AIR TEMPERATURE j RF RETURN FAN BFP BACKFLOW PREVENTER I RG RETURN GRILLE j RR RETURN REGISTER CD CEILING DIFFUSER i RH RELIEF HOOD CAV CONSTANT AIR VOLUME I RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION DIFF DIFFUSER I RTU ROOF TOP UNIT DX DIRECT EXPANSION j RAV RETURN AIR VALVE DWDI DOUBLE WIDTH, DOUBLE INLET (FAN) DWSI DOUBLE WIDTH, SINGLE INLET (FAN) I SA SUPPLY AIR SAT SUPPLY AIR TEMPERATURE EA EXHAUST AIR I SAV SUPPLY AIR VALVE EAT ENTERING AIR TEMPERATURE j SD SMOKE DETECTOR EF EXHAUST FAN I SEF SMOKE EXHUAST FAN EG EXHAUST GRILLE i SF SUPPLY FAN EHC ELECTRIC HEATING COIL j SG SUPPLY GRILLE ESP EXTERNAL STATIC PRESSURE I SR SUPPLY REGISTER EV EXHAUST VALVE j SWDI SINGLE WIDTH, DOUBLE INLET (FAN) SWSI SINGLE WIDTH, SINGLE INLET (FAN) F&B FACE AND BYPASS FPB FAN POWERED BOX i TEF TOILET EXHAUST FAN FC FORWARD CURVED (FAN) I TF TRANSFER FAN FA FREE AREA i TG TRANSFER GRILLE FCU FAN COIL UNIT i TSP TOTAL STATIC PRESSURE FPI FINS PER INCH (COIL) UC UNDERCUT GE GENERALEXHAUST GH GRAVITY HOOD VRF VARIABLE REFRRGERANT FLOW I SYSTEM H HUMIDIFIER j VAV VARIABLE AIR VOLUME HEGA HIGH EFFICIENCY GAS ABSORBER FILTER HEPA HIGH EFFICIENCY PARTICULATE ARRESTANCE (FILTER) I HPU HEAT PUMP I HRU HEAT RECOVERY UNIT (VRF) IDU INDOOR UNIT (VRF) I I CONTRACTORS EQUIPMENT INSTALLATION RESPONSIBILITY CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CONNECTIONS TO ANY OWNER-FURNSHED MEDICAL HEADRAILS / HEADWALLS AS PART OF THIS PROJECT. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER'S SHOP DRAWINGS FOR ALL REQUIRED CONNECTIONS, INCLUDING MEDICAL GAS (AIR OXYGEN, AND VACUUM), RECEPTACLES, VOICE/DATA OUTLETS, NURSE CALL, CODE BLUE DEVICES, PHYSIOLOGICAL MONITORING OUTLETS, LIGHT SWITCHES, ETC. TO VERIFY THAT AL LNECESSARY MATERIAL AND LABOR IS PROVIDED. THIS COORDINATION SHALL ALSO INCLUDE ALL CONDUITS, WIRING, RELAYS, ETC. NECESSARY TO EXTEND SERVICES FROM THE MAIN HEADRAIL / HEADWALL COMPNENTS TO EITHER A REMOTELY MOUNTED BED LOCATOR AND/OR WALL -MOUNTED PATIENT BED LIGHT PROVIDED AS PART OF THE HEADRAIL / HEADWALL PACKAGE. CONTRACTOR SHALL ALSO COORDINATE ALL MECHANICAL AND ELECTRICAL CONNECTION REQUIREMENTS FOR ALL OWNER FURNISHED MEDICAL EQUIPMENT WITH ITS LOCATION AS SHOWN ON THE ARCHITECTURAL DRAWINGS, IF INCLUDED IN THESE CONTRACT DOCUMENTS. MECHANICAL DRAWING INDEX Sheet Number Sheet Name Current Revision M001 SPECIFICATIONS AND LEGEND - MECHANICAL M101 LOCATION PLAN - MECHANICAL M102 PARTIAL FIRST FLOOR I.C.R.A PLAN M201 FIRST FLOOR DEMOLITION PLAN - MECHANICAL M301 FIRST FLOOR RENOVATION PLAN - MECHANICAL M302 ROOF RENOVATION PLAN GENERAL NOTES PERFORM ALL WORK STRICTLY AS REQUIRED BY ALL APPLICABLE RULES, STANDARDS, REGULATIONS, CODES, ORDINANCES AND LAWS OF LOCAL STATE AND FEDERAL GOVERNMENTS AND AGENCIES, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. THE COMPLETE INSTALLATION SHALL COMPLY WITH PROJECT SPECIFICATIONS AND THE FOLLOWING APPLICABLE CODES AND STANDARDS: • 2010 FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES • ASHRAE STANDARD 170-2008 AND ALL ISSUED AND ADOPTED ADDENDA • FLORIDA BUILDING CODE - 5TH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS • FLORIDA BUILDING CODE - MECHANICAL - 5TH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS • FLORIDA BUILDING CODE - PLUMBING - 5TH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS • FLORIDA BUILDING CODE - FUEL GAS - 5TH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS • FLORIDA BUILDING CODE - ENERGY CONSERVATION - 5TH EDITION (2014) WITH SUPPLEMENTS AND LOCAL AMENDMENTS • FLORIDA FIRE PREVENTION CODE - 5TH EDITION (2014) • FLORIDA BUILDING CODE - TEST PROTOCOLS FOR HIGH -VELOCITY HURRICANE ZONES - 5TH EDITION (2014) FIRE ALARM SEQUENCE OF OPERATIONS: • ALL AIR HANDLING UNITS SHALL BE INTERLOCKED WITH BUILDING FIRE ALARM SYSTEM, AND UPON ACTIVATION OF THE SMOKE ZONE'S FIRE ALARM SYSTEM, THE AIR HANDLING UNIT SERVING THE EFFECTED SHALL SHUT DOWN. • GENERAL EXHAUST FANS AND FIRE/SMOKE DAMPERS SHALL BE INTERLOCKED WITH THE ASSOCIATED AIR HANDLING UNIT(S). UPON AIR HANDLING UNIT SHUTDOWN (MANUALLY OR VIA FIRE ALARM SYSTEM), ALL ASSOCIATED GENERAL EXHAUST FANS SHALL STOP AND ALL ASSOCIATED FIRE/SMOKE DAMPERS SHALL CLOSE. • ANY ISOLATION EXHAUST FANS, IF PRESENT WITH SCOPE, SHALL CONTINUE TO RUN IN THE EVENT OF ASSOCIATED AIR HANDLING UNIT SHUTDOWN (MANUALLY OR VIA FIRE ALARM SYSTEM). ALL ISOLATION EXHAUST FANS SHALL BE MANUAL SHUTDOWN ONLY. • AIR HANDLING UNIT AND GENERAL EXHAUST FANS SHALL REMAIN OFF, AND ALL FIREISMOKE DAMPERS SHALL REMAIN CLOSED UNTIL THE FIRE ALARM CONTROL PANEL IS RESET. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MATERIALS AND LABOR TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE TEMPORARY DUCT ENDCAPS DURING CONSTRUCTION TO KEEP DUCT INTERIOR CLEAN AND FREE OR DEBRIS. ALL NEW MANUAL VOLUME DAMPERS INSTALLED SHALL BE FLAGGED WITH FLUORESCENT ORANGE SURVEYOR'S TAPE FOR IDENTIFICATION. FIRE STOP ALL PENETRATIONS OF FIRE -RATED WALLS, FLOORS AND CEILINGS. ALL FIRE -RATED PENETRATIONS SHALL BE FIRE STOPPED AT THE END OF EACH WORK DAY AND PERMANENTLY AT THE COMPLETION OF THE PROJECT. SEALING OF ALL FIRE - RATED PENETRATIONS SHALL BE IN STRICT ACCORDANCE WITH FLORIDA BUILDING CODE, 5TH EDITION, SECTION 714. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND CORRECT ANY DISCREPANCIES, AS REQUIRED, TO MEET ALL CURRENT CODES, REGULATIONS AND STANDARDS BETWEEN EXISTING WORK SHOWN ON DRAWINGS AND WHAT IS INSTALLED ON THE SITE. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL MAKE THE REQUIRED PROVISIONS FOR BRINGING ALL MECHANICAL EQUIPMENT INTO THE BUILDING AND TO ITS FINAL LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE AND/OR SMOKE RATINGS OF ALL PARTITIONS AND ASSEMBLIES. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING DIMENSIONS PRIOR TO ORDERING MATERIALS AND INSTALLING EQUIPMENT. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER WORK. MAKE REASONABLE MODIFICATIONS IN THE LAYOUT AND COMPONENTS TO PREVENT CONFLICT WITH WORK OF OTHER TRADES. SIGNIFICANT MODIFICATIONS IN LAYOUT AND COMPONENTS SHALL RECEIVE PRIOR REVIEW BY ARCHITECT AND ENGINEER. SUCH MODIFICATIONS SHALL NOT BE GROUNDS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. CONTRACTOR SHALL GIVE 24 NOTICE IN WRITING TO, AND RECEIVE WRITTEN APPROVAL FROM THE BUILDING ADMINISTRATOR, PRIOR TO SHUT DOWN OF ANY SYSTEMS OR DISRUPTION OF SERVICES TO ANY AREA. CONTRACTOR SHALL ALSO COORDINATE THE EXACT LOCATION AND TIMING OF SYSTEM(S) SHUT DOWN POINTS WITH THE OWNER REPRESENTATIVE(S). CONTRACTOR SHALL MAKE EVERY EFFORT POSSIBLE TO MINIMIZE THE DOWNTIME OR DISRUPTION OF SERVICES. ROUTE ALL DUCTWORK ABOVE CEILING UNLESS OTHER NOTED ON PLANS. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING TYPES. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING EXISTING PIPE ROUTING AND EXISTING EQUIPMENT LOCATION) TO THE ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION AND/OR PURCHASING OF NEW MATERIALS. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS AND EQUIPMENT WITH SUFFICIENT LEAD TIME TO AVOID PROJECT DELAYS. DELAYS IN DELIVERIES SHALL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MANUFACTURERS AND/OR MATERIALS. THE DESIGN IS BASED UPON THE EQUIPMENT OF THE MANUFACTURERS SCHEDULED. ALTERNATE EQUIPMENT MANUFACTURERS BEYOND THE BASIS OF DESIGN WILL BE ACCEPTABLE, SO LONG AS THEY MEET SCHEDULE PERFORMANCE, ARE COMPARABLE TO THE SPECIFIED SYSTEM AND ANY INCLUDED FEATURES, AND ARE PROPERLY COORDINATED WITH OTHER TRADES. COORDINATION WITH OTHER TRADES SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: • STRUCTURAL SUPPORT REQUIREMENTS, INCLUDING ROOF SUPPORT AND EQUIPMENT CURBS • MAINTAINING PROPER REQUIRED SERVICE CLEARANCES FOR ALL EQUIPMENT • DUCTWORK AND PIPING CONNECTIONS FOR EQUIPMENT • ELECTRICAL POWER REQUIREMENTS (VOLTAGE, PHASE, AND AMPERAGE RATING OF DISCONNECTS, STARTERS, WIRING AND CIRCUIT BREAKERS) • CONTROL REQUIREMENTS FOR EQUIPMENT. • ANY ADDITIONAL ENGINEERING DESIGN AND DESIGN FEES REQUIRED FOR SUBSTITUTION. THE CONTRACTOR PROVIDING THE EQUIPMENT SHALL BE RESPONSIBLE FOR ALL COST INCURRED BY THE CONTRACTOR AND SUBCONTRACTORS TO MODIFY THE BUILDING TO ACCEPT THE FURNISHED EQUIPMENT. EXISTING SYSTEMS ARE TO REMAIN OPERATIONAL UNTIL NEW SYSTEMS ARE INSTALLED AND VERIFIED AS PROPERLY OPERATING, CONSTRUCTION ZONES MAY BE EXCLUDED FROM THIS REQUIREMENT. COORDINATE CONSTRUCTION PHASING AND CONSTRUCTION AREA CONTAINMENT WITH OWNER, FACILITY INFECTION CONTROL AND RISK ASSESSMENT (I.C.R.A.) REQUIREMENTS, ARCHITECTURAL PLANS AND CONSTRUCTION SCHEDULING. ALL SPECIFICATIONS, INCLUDING ON DRAWINGS AND/OR AS SEPARATE DOCUMENTS, SHALL BE THOROUGHLY READ AND ADHERED TO THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BAS THEIR PROPOSAL AND FEES UPON THE EQUIPMENT AS SCHEDULE AND/OR SPECIFIED, USING THE MANUFACTURERS AND MODELS AS CALLED FOR IN THE CONTRACT DOCUMENTS. IF MORE THAN ONE MANUFACTURER IS LISTED AS AN APPROVED EQUIVALENT, ANY ONE OF THE APPROVED MANUFACTURERS MAY BE USED TO PREPARE THE BID DOCUMENT, SO LON AS THE SCHEDULED PERFORMANCES ARE MAINTAINED. RENOVATION NOTES WHERE EXISTING SURFACES ARE DISRUPTED DUE TO THE REMOVAL OF EXISTING EQUIPMENT OR DUCTWORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DISRUPTED SURFACES TO MATCH EXISTING ADJACENT SURFACES, EXISTING CONDITIONS, AS SHOWN ON THE DRAWINGS, ARE TAKEN FROM EXISTING RECORD DRAWINGS AND ARE, IN PART, UNVERIFIED, FIELD CONDITIONS SHALL GOVERN. ALL EXISTING CONDITIONS SHALL BE VERIFIED PRIOR TO THE INITIATION OF WORK. EXISTING PIPING, WHICH IS TO REMAIN IN SERVICE, SHALL TO BE DISRUPTED. EXISTING PIPING BROKEN DURING CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED WITH NEW PIPING OR SAME SIZE AND MATERIAL. THE MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND ENGINEER FOR REVIEW FOR ANY PIPING CONFIGURATIONS AND SIZES THAT DIFFER FROM THOSE SHOWN ON MECHANICAL PLANS AS A RESULT FROM FIELD INVESTIGATION OR SITE LOCATIONS. NEW WORK SHALL BE SUPPORTED BY THE MAIN BUILDING STRUCTURE. DO NOT ATTACH TO EXISTING DUCTWORK, PIPING ELECTRICAL CONDUIT, CABLE TRAYS, OR EQUIPMENT. REPAIR ALL DAMAGED CAUSED BY MOVING, RIGGING, AND PLACEMENT OF SYSTEM ASSOCIATED WITH THIS PROJECT. PATCH, REPAIR, AND RETURN ALL FINISHES TO ORIGINAL CONDITIONS. THE CONTRACTOR SHALL RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL MATERIALS REMOVED DURING THIS PROJECT. WORK INCLUDES EXISTING SERVICE OR EQUIPMENT WHICH MAY REQUIRE RELOCATION OR RE-ROUTING OF EXISTING AND/OR NEW WORK AS A RESULT OF THE CONSTRUCTION. THIS WORK SHALL BE PERFORMED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AND OWNER WITH NO ADDITIONAL COMPENSATION. EXISTING HARD CEILINGS, TILE CEILINGS, LIGHTING AND OTHER FIXTURES ARE TO BE REMOVED AND REPLACED TO PERFORM AND HVAC RELATED WORK AS PART OF THIS PROJECT. COORDINATE WITH FACILITY FOR ANY TESTING AND ABATEMENT OF HAZARDOUS MATERIALS, SUCH AS ASBESTOS, WHICH MAY BE DISTURBED DURING CONSTRUCTION. PROJECT NORTH TRUE NORTH tudl + California I Florida. • . Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http:llwww.pelf la.com Email to: pei@peifla.cam JOB #: 15384 Copyright • All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF RECORD: `%1111111011/ �`` P`BE R Tp 4 00 S ]A -rc OF is e'••.....••• �./� �� Ls "IIIIIIi '%%\ � el. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: SPECIFICATIONS AND LEGEND - MECHANICAL M001 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:11:13 PM 1 I I I I I I I I I I I I I I I I L___ LOCATION PLAN - MECHANICAL 1/16" = V-0" PROJECT NORTH CaliforniaStu io+ Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2076 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http:/Avww.peffia.com Email to: pei@peNla.com JOB #: 15384 Copyright • All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC w ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: TRUE NORTH ENGINFARKWRW`ORD: 0ERT0 M ''�,e ZY.. `'� ••�GEN*SF•' G� 4 O j• I No. 37313 (P v STATE OF cc %;%.opt mot--* Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: LOCATION PLAN - MECHANICAL M101 OO 2015 Studio+ I C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:11:14 PM b HIGH PRESSURE LINE TO BE OPEN TO ATMOSPHERE IN SPACE ADJACENT TO AREA OF WORK -� LOW PRESSU TO PENETRA AREA OF WC MAGNEHELIC DIFFERENTIAL PRESSURE GAUGE MOUNTED rn ONTTEMPORARY ^PARTITION 1 FIRST FLOOR I.C.R.A. PLAN 1/8" =1'-0" HOUSING: 4" DIAMETER DIAL FACE, 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 THROUGHOUT RANGE AT 70•F PRESSURE AND TEMPERATURE LIMITS: -20 TO 15 PSIG, 20 TO 140'F MOUNTING ORIENTATION: DIAPHRAGM IN VERTICAL POSITION. CONSULT MANUFACTURE FOR OTHER POSITION ORIENTATIONS. CONNECTIONS: r FEMALE NPT DUPLICATE HIGH AND LOW PRESSURE TAPS - ONE PAIR SID AND ONE PAIR BACK 11 DIFFERENTIAL PRESSURE GAUGE DETAIL LOUVERED GRILLE THROUGH CONSTRUCTION BARRIER DIFFERENTIAL PRESS. MONITOR, (MAINTAIN MIN. OF .02"WC.) - EXISTING COORIDOR O 400 CFM (ADJ.) S& 11 31 ......... _________ j EXTEND CONSTRUCTION CONFINEMENT WALL TO DECK ABOVE GENERAL I.C.R.A. NOTES: 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 FACILITY SAFETY OFFICER. 2. ANY WORK TAKING PLACE OUTSIDE OF THE I.C.R.A. PARTITIONS SHALL BE PERFORMED AFTER HOURS AND WITHIN A HEPA FILTERED NEGATIVE AIR TENT (ECU). ALL STANDARDS AND PROCEDURES OUTLINED BY THE FACILITY SAFETY OFFICER SHALL BE MAINTAINED. 3. COORDINATE WITH FACILITY I.C.R.A. OFFICER FOR THE SET UP AND MONITORING OF THE I.C.R.A. REQUIREMENTS. DEFER TO OWNER FURNISHED I.C.R.A. FORMS IF ANY CONFLICTS EXIST BETWEEN THIS SHEET AND PROVIDED FORMS. REFER TO FACILITY I.C.R.A. POLICIES FOR ACCESSING AREA OF WORK AND THE REMOVAL OF CONSTRUCTION DEBRIS DURING CONSTRUCTION. KEY NOTES: 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. CONSTRUCTION BARRIER/ENCLOSURE SHALL NOT OBSTRUCT ANY LIFE SAFETY DEVICES. IF THIS CANNOT BE AVOIDED, TEMPORARILY RELOCATE DEVICE. 531 HEPA FILTERED NEGATIVE AIR MACHINE. MACHINE SHALL BE 120V, SINGLE PHASE WITH ADJUSTABLE FAN CAPABLE OF PULLING A NEGATIVE MIN. OF 0.002" WC. 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. 30 ROUTE DISCHARGE FROM HEPA FILTERED NEGATIVE AIR MACHINE THROUGH TEMPORARY CONSTRUCTION CONFINEMENT BARRIER. PROVIDE LOUVER GRILLE AT DISCHARGE. ® PROVIDE PRESSURE DIFFERENTIAL GAUGE IN TEMPORARY CONSTRUCTION BARRIER TO VERIFY PRESSURE RELATIONSHIP OF CONSTRUCTION AREA(S) TO NEIGHBORING SPACES. / PROVIDE STICKY MAT(S) AT ENTRANCE TO CONSTRUCTION AREA(S). SEMI PRIVATE PATIENT ................................................... s' 30% FILTER ON ALL EXISTING DIFFUSERS & GRILLES lololo 0 SET TO 600 CFM (ADJ.) CCC HEPA FILTERED /((�/ NEGATIVE AIR \" 1 1 MACHINE W/ CONSTRUCTION CARBON _ ZONE CZ d n PRE -FILTER NEW CONSTRUCTION ,- CONFINEMENT WALL. "ZIPPER WALL" MAY BE SET TO 1000 USED WITH OWNER CFM (ADJ.) APPROVAL. rWALK-OFF "STICKY" MAT (TYP.) ni I.C.R.A. CONFINEME-NT DETAIL FLOOR 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. PROJECT NORTH TRUE NORTH E) studio California I Florida I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246-1688 FAX: (407) 246.1664 http:iiwww.pelf a.com Email to: peiOpeifla.com JOB #: 15384 Copyright • All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©op right 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER C�NV, `�� t �I/�, eERT© w y � r No. 37313 m N SrArE OF ' N 0'� •''•�C ORIDP.*''•� �10�"It#0 NAB, Itttt Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: PARTIAL FIRST FLOOR I.C.R.A PLAN M1 02 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:11:16 PM AC-D :... EG-E 90 FD co o co EG E CD-E 90 150 r 8„x6" 'FIRIVAE' P, 11 T 8"x4" 14"x8" 10°x8" AC-D FD EG-E 90 X bo EG-E D 90 1 FIRST FLOOR DEMOLITION PLAN - MECHANICAL 1/8" = V-0" 12"x8" AC-D rg CD-E FD 90 _D EG-E 75 O EG EDco _X 90 X 00 8"o ,' hM CD-E, 90 .. ......... ...i 14"x10" A CD-E PTAC-AJ FD 90 PikTIONIT -AC-A 4 2 ROOF DEMOLITION PLAN - PATIENT WING 3/32" =1'-0" + 00 EG-E 90 X co CD-E 14"x8" 150 kF 8"x8" 10"x8" FD E EG E 270 ,} E. T FO ,- __ I X O CD-E 150 FD 14"x10" AC-C 10"&' GENERAL NOTES: 1. EXISTING CEILINGS ARE FIRE -RATED ASSEMBLIES. EXISTING DIFFUSERS ARE EQUIPPED WITH FIRE DAMPERS. CONTRACTOR SHALL VERIFY OPERATION OF DAMPERS AND REPLACE ANY NON-FUNCTIONING UNITS. KEY NOTES: REMOVE EXISTING ROOFTOP EXHAUST FAN EF-7 AND ASSOCIATED ROOF CURB. FAN AND CURB WILL BE REPLACED WITH NEW MIAMI-DADE NOA RATED EQUIPMENT. 2❑ REMOVE EXISTING EXHAUST AIR DUCTWORK AND GRILLE BACK TO POINT OF DISCONNECT AND CAP. RE -BALANCE EXISTING EXHAUST FAN EF-8 TO DECREASE TOTAL AIRFLOW BY 270 CFM. FINAL AIRFLOW SHALL BE 760 CFM. 'T. SUPPLY AIR FROM RTU-6 ON ROOF, SEE M302 FOR CONTINUATION TO EF-8 O/A SUPPLY FROM RTU-5 ON ROOF, SEE M302 FOR CONTINUATION tu io+ California I Florida I Nevada Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http://Www,pelfia.com Email to: pei@peifla.com JOB 8: 15384 Copyright - All ideas, designs, p methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified PENINSULA Project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or ENGINEERING corporation for any purpose whatsoever without the written INC. of Peninsula I NC■ Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEE%��QFPE CORD: ��ERTO M e o�� •.�\C, E NSA; •.• • • No. 37313 •: tp STATE OF tr O tOR10 w 'S�/0N0,I. DOSE /AL.B:ERTO MARQUES, PE ,FL. ,REG.. - 3731 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN - MECHANICAL PROJECT NORTH TRUE NORTH M201 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:11:17 PM ATTACH FAN TO CURB WITH #12 SELF -TAPING EXHAUST FAN SCREWS. ONE CENTERED EACH SIDE AND 4 INCHES FROM EACH CORNER. MINIMUM 3 PER SIDE. 1x1 WOOD NAILER 0 0 18 GA. MINIMUM STEEL CURB BACKDRAFT DAMPER FLANGE OF CURB WOOD SUPPORT MEMBER 4x4 (TYP.) -� EXHAUST DUCT NEW MIAMI-DADE NOA RATED FAN - WRAP DUCT SHEET METAL AND CURB SHEET METAL OVER TOP OF CURB AND ATTACH W/ #10 SELF -TAPPING SCREWS 1" INSULATION FASTENER: 3/8" LAG SCREWS r WOOD DECKING NOTES: 1. PLACE ONE FASTERNER AT CENTER OF EACH SIDE, 3 PER SIDE TOTAL AND ONE AT EACH CORNER. MAXIMUM FASTENER SPACING SHALL BE 6". 2. REFER TO CURB MANUFACTURER'S MOUNTED DETAILS AND INSTREUCTIONS FOR HIGH WIND APPLICATION. MANUFACTURER'S INSTRUCTIONS TAKE PRECEDENT OVER ABOVE DETAIL AND INSTRUCTIONS. 3. CURB AND FAN SHALL BE DESIGNED AND MOUNTED TO WITHSTAND 140 MPH ULTIMATE WIND SPEED PER FLORIDA BUILDING CODE (5TH EDITION), CHAPTER 16. HIGH WIND RATED EXHAUST FAN MOUNTING DETAIL 12" =1'-0" '1J GRILLE SHALL BE SUPPORTED AT ALL FOUR CORNERS FROM STRUCTURE. I I I i I I I I . I BLADES W/ FIRE -RESISTIVE FUSIBLE LINK THERMAL BLANKET MATERIAL I I EXHAUST/RETURN DUCTWORK I I I THERMAL INSULATING BLANKET I I I I I. FACE RATED CEILING ASSEMBLY GRILLE TRIM NOTE: GRILLE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTION TO MAINTAIN U.L. APPROVAL. CONTRACTOR SHALL PROVIDE A COPY OF INSTRUCTION TO INSPECTORS FOR VERIFICATION DURING INSPECTION (LOCAL, AHCA, ETC.) FIRE -RATED GRILLE DETAIL NO SCALE BLADES W/ FIRE -RESISTIVE THERMAL BLANKET MATERIAL DIFFUSER SHALL BE SUPPORTED AT ALL FOUR CORNERS FROM STRUCTURE. I I I I I I I I FUSIBLE LINKA � nl SUPPLY DUCTWORK I I I I I I THERMAL INSULATING BLANKET I I I I I RATED CEILING ASSEMBLY DIFFUSER FACE NOTE: DIFFUSER SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTION TO MAINTAIN U.L. APPROVAL. CONTRACTOR SHALL PROVIDE A COPY OF INSTRUCTION TO INSPECTORS FOR VERIFICATION DURING INSPECTION (LOCAL, AHCA, ETC.) FIRE -RATED DIFFUSER DETAIL NO SCALE GRILLE TRIM PR ATE PATIENT ROOM (_) GD E FD 90 FID EG-E 75 ma's EG-E 90 " 1-/ 8'x4" 90 EG E 75 - -- - A FD 90 12N8" 1 FIRST FLOOR RENOVATION PLAN - MECHANICAL 1/8" = V-0" l4 al+hr m r111tu Vnntfl�tfnn rah --Ionic Wnrkchaat 8"x8" FD c, CD-E EG-E ao 150 75 r 90 8„x6, m co 0 00 90111. A G, INFORMATION FGf Guidelines 2014/ AV RAF Standard 170-20'23* Addenda FMC Sth Edition: (2014) Design Air Flows Requirements RequRequirementsROOM Roo :: Room Name Floor Area At" (sq.ft,I Avg' Ceiling Height (ft.)- Roam - Volume (cu. Et;7. Space Function Pressure - Relationship Min:O/A AEH 'Min. Total _ ACH 100s6 Exhaust Req'd, Supply Ri (CFM) Outside Air(CFM) Exhaust Air(CfM) Occupancy Class Fro Ra Default Occupancy {ppl/100a sq. ft.j. Exact Occupancy fff Xnown). ExNaustfMw Rate {CFMJsq ft.) Outside Air (CFM) Exhaust Air (CFM) Supply Air (CFM) Refrm Air(CFM)' Exhaust Air(iCFM) Airy Balance 15 E ui ment Storage 62A 8 499.2 "Resident Unit Corridor :Neutral- 0 4. - NR 3328 0 0 Storage Rooms --0 0.12 0 -0 0 7AS8 0 50 0 - 0 50 16 Semi Private Patient Room 312 9... 8 2503.2 Resident: Room Neutral 2 2 NR -. 8344 83.44 0 1 Patient Rooms.. 25 0. 10 0 - 0 79.225 0 415 325 0 '30. 1'7. Patient Toilet 40`7 8 325;6 Toilet Roam. Negative 0 10 Yes '54.26667. 0 54.26667 Bathroom/Toilet-Private ;0 0,:.. 0^ 0 50/room 0 S0 0 0 40 -90. 48 Patient Toilet 1 572- 8 457;5. Toilet Room Negative s0 i0 "' Yes 7S,26667 0 76.26667 Bathrgom/iaifet, Private 0 0, 0:. 0 " 50/room 0' 50 1 0 ' 0 `90 -90 19 Private PatientRoom. 178.9 8 1451,2 Resident Room Neutral r2 2 NR 47.70WI 47.706671 0' Patient Rooms. 25 0 10 0 _ 0 44-725. 0 415' 325 0 90` 20 Soiled H Adio g 47.2.. 8 377:6 Soiled Workrom or Soled Hokin -- Ne tive :2 TO - Yes 62.93333 1258667 62.93333 Stow a Rooms -.0 0.12. 0. 0 0 5.664 50 0 0: 75 -75 21 Private Patient Room 4801 8 1446:8 Resident Room Neutral 2 2 NR 48.02667 48:02667 0 Patient Rooms 25 0 10 4 0 45.025 0 415 325 0 90 22 Patient T.ilat 57.2 -. 8 457.6. Toilet Room- Ne ive 0 10, Yes. 76.26667: 0 7626667 Dathroom/-ioilet-Private 0 0_- 0, 0-- 50/room 0. 50 0 - 0 90 -90 23 Patient Toilet 40.7 8 325.6 Toilet Room. -- Ne tine 0 10 Yes 54.26667i 0 5426667 BathroonniToilet- Private :0 0: 0' a - 50/room 1 0: 50 0 0 .90 90. 24 Semi Private Patient Room, 294S - 8 23S6 Resident Roam Neutral 2 2 - NR 78.53333 78,53333 0, Patient Rooms 25 0 10 0 _ 0 1 73.6251 0 415 325 0 90;: 25 Semi Private Patient Room :3082 8 2465:.6 Resident'Room Neutral 2 2 NR 82.18667 82:186E7 0- patient Rooms 25 0; IQ -o 0 77:05 6 415. 325 0 90r 235 Patiem Toilet 40:7 1 8 325:5 Toilet Room - - Ne 'titre 0 10 Yes '54.26667 _ 0 54.26K7 Bathroom/Toilet - Private 0 0 - 0 0 50/roan 0' S0 0 0 80 -90' 26 Semi Private Patient Room 309.4 a 2475.2- Resident R-m Neutral 2 2 NR :82.50667 82.50667 0 Patiern Rooms 25 02 10 0 0 7733 1 0 415 1 325 0. 90 27 Patient Toilet 4C2 8 321-6 Patient Corridor Neutral 1 0 2 NR 1072 0 1 a.. BathrcoroPbilet- Private 0 1 0, 0 0 SO/room 6 50 0 0 90 -9O- 2a Semi Plfv.te PatientRoom 494.5 Roomgative RT 794353315746667 Rooms 25 0 10 0 0 73.625 50 415 325 0 90= 29 431 8 34 8' k4 Room _ Nees' g- 0 b-. Yes $7A6 3 _ Bathioahent om/Toifet- Private 0 0,,, 0,.. 0 50/room 0 50 0 0 90 -90` 30 Patient Toilet 38.3 8 306.4 Toilet Room Negative 0 10 Yes 51.96667 0 5106667 BathPoom)7cilet-Private 0 0 0' 0 50/room 0 50 0 0 90 g . 31 Semi Private Patient Room: 3062 8 2449,E Resident:Room Neutral 2. 2 NR 8L65333 81.65333 0 1 Patient Rooms... 15 -0: 10 0 0 76.55 50 ,. 415 325 0 90- 32 Private Patient Room 1787 8 1429.6 Resident Room Neutral 2 2. NR 47.65333 47.65333 0 Patient Rooms- 25 0. 10 0 0 44.67-5 0 370: 280 0 90 33 Clean Holding 47.2. 8 371 S Clean Workroom or Clean Holding Positive 2 4: NR - -25-17333 12.58667 0 Storage Rooms ,0 0<12 0. 0 0 5A64 50 0 0 75 75 35 Patient Toilet 57.2- 8 4574 Toilet -Room Negative 0 10 Yes eom/Toitet- Private 0 0- 0 SO room O 50 0 C 90 -90 34 Patient Toilet 57.2.. 6 457,6 Toilet Room Negative 0 10. Yes 76T6667.. _.0 7626667 Bathroom/Toilet - Private .0 0.. 0°. 0 50/mom 0, 50 0 ,. 4 60 90 3 Private Patient; Room 1i8,1 B I4248 Resrderrt Room Neutral 2 2 NA 47.49333 47:49333 O- Patient bo s: P tR m. 25 0 10 - 0 0 44 25 .5 50 370 280 0. 90- Sarni Pfivate Room. Resident 331 Si.605333 0 Patient S - 0 7 305 0 90 Patierit Toient let 38.3 8 306,M1 Toilet Room Negative 0 6.� Yes 51 063re7. 51.06667 Bathroom f� Ativate Dts 1) 00 SO/room aSS.. 50 05 0 90'. 5 Semi Private Patient Room 336.7 8 26916'. Resident: Room .Neutral :2 2 NR :8978667 0.786671 0:. Patient Rooms- 25 0 10 6 0 84:175' 0 415 325 0 90 6 Patient Toilet 43.1 8 3448 Tole-t Room Negative D 10- Yes 74666,7. 0 5746667 Bathroom/Toilet-Private 0 0-. 0 0 50/room 0: 50 65 0 40 -25- 7 New Shower Room 719:II. 8 958.4 $atfiinB Room Negative '0 10-. Yes 159.7333 0 159.7313 Toilet Rooms{Public) 0 O 0 0 50/fixture 0 100 100 0 175 -75. 8 New Shaver Room 166.5 8 1332 Bathm Room Negative 0 10 Yes 222 0 222 Toilet Rooms (Public) 0 0 0 0 50/fiKwty D lo0 150 0 225 75 - Patient Corridor 10249 8 1 $199.2 1 Resident Unit Corridor I Neutral '0 1 4 1 NR $46613,1 0 1 0= Corridors 0 O.OS. 0 6 0 61.494 0 450 265 0. 185 i 570s A07S a630 a. *For Patient Rooms; each patient morn is supplied with 90 CFM of pre-treated outside air ducted from RTU-5.5 hitered with MERV-13fifter The remainder of supply air is recirculated via.the➢TAC umt,.fitter by a MERV-6 filter. This is done to achieve filtration compliance of ASH RAE Standard 170-2013, 5-finn 7.1, Note 5. VENTILATION COMPLIANCE WORKSHEET NO SCALE EXHAUST FAN SCHEDULE MARK MARK AREA SERVED FAN TYPE CFM E.S.P. RPM ELECTRICAL WEIGHT HIP PH EF-7 PATIENT RESTROOMS UPBLAST - BELT 2785 0.75 944 1 208 3 144 BASIS OF DESIGN: GREENHECK CUBE-180-7 (FL PRODUCT APPROVAL #FL13225.1, MIAMI-DADE NOA #14-0731.03) NOTE: CONTRACTOR SHALL PROVIDE HARDWIRE INTERLOCK BETWEEN NEW EF-7 AND EXISTING RTU-6. DIFFUSER / GRILLE SCHEDULE TAG DESCRIPTION CFM RANGE MAX NC MATERIAL FINISH MODEL NOTES CD-1 12x12 FIRE RATED DIFFUSER 0-200 25 ALUMINUM WHITE FPRICE SCD-FR 1-3 EG-1 12x12 FIRE RATED GRILLE 0-500 25 ALUMINUM WHITE PRICE 80FF-FR 1,3 NOTE: 1, ALL HVAC DUCTWORK, UNITS, REGISTERS, GRILLES AND EXHAUST FANS SHALL BE SECURELY SUPPORTED FROM THE STRUCTURAL MEMBERS AND NOT FROM THE ACOUSTICAL TILE CEILING, 2. ALL SUPPLY AIR DIFFUSERS ARE TO BE FOUR WAY THROW UNLESS OTHERWISE INDICATED ON THE FLOOR PLAN. 3, PROVIDE PLASTER MOUNTING FRAMES EQUAL TO PRICE SPF FOR ALL DIFFUSERS AND GRILLES INSTALLED IN HARD CEILINGS. 2 ROOF RENOVATION PLAN - PATIENT WING 1/16" = V-0" GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY THE INSTALLATION OF EXISTING DUCT -MOUNTED SMOKE DETECTORS FOR RTU-5 AND RTU-6. CONTRACTOR SHALL TEST DETECTOR FOR PROPER OPERATION AND VERIFY UNIT SHUTDOWN UPON DETECTION. 2. CONTRACTOR SHALL PROVIDE NEW DUCT ACCESS DOORS IN EXISTING DUCTWORK AT 20'-0" O.C. TO ALLOW FOR CLEANING AND INSPECTION OF DUCTWORK. KEY NOTES: REFER TO ARCHITECTURAL DRAWINGS FOR IMPACT PROTECTION PROVISIONS FOR EXISTING PTAC UNITS DURING DIASTER SITUATIONS. 2❑ PROVIDE NEW FILTER FOR EXISITNG PTAC UNIT. FILTER SHALL HAVE A MINIMUM MERV-6 RATING IN COMPLIANCE WITH ASHRAE STANDARD 170. 0 PROVIDE NEW RESTROOM EXHAUST FAN EF-7 AND ROOFTOP EQUIPMENT CURB. FAN AND CURB SHALL HAVE MIAMI-DADE NOA RATING FOR IMPACT RESISTANCE. ® PROVIDE NEW SUPPLY AIR DIFFUSER AND DUCTWORK TO SERVE RENOVATED SHOWER ROOM. PROVIDE NEW EXHAUST GRILLES, CONNECTED TO EF-7 EXHAUST SYSTEM TO SERVE RENOVATED SHOWER ROOMS. SYSTEM RE -BALANCING THE FOLLOW SYSTEM SHALL BE RE -BALANCED TO THE NEW AIR FLOWS LISTED BELOW: EF-8 1030 ----> 760 (-270) RTU-6: SUPPLY 6125 ---> 6225 (+100) RETURN 4945 ---> 4945 (0) O/A 1180 ---> 1280 (+100) PROJECT NORTH X� Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246-1688 FAX: (407) 246-1664 http://www.pelfla.com Email to: pei0peffla.com JOB M 15384 Copyright - All ideas, designs, p methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and in connection with the specified Project. Nonange PENINSULA designs, arrangements, methods ants,meth, or plans shall be used by or disclosed to arty person, firm or for any purpose ENGINEERING whatsoever whatsoever without the written permission of Peninsula NEngineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGIN`�t�QPr�CORD: BERTO 4f 4", E NS ''•.••4L No. 37313 cn � + i STATE OF 10 Fs G� �lIIIIIIti J_QSE ALBEPTC .N1.r RQUES, PE EL, REQ. 0 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - MECHANICAL TRUE NORTH M301 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:11:19 PM 24V WIRING TO RTU AUX. CONTACT. FAN DISABLED VIA RELAY WHEN RTU FAN IS DEACTIVATED. CONTROL POINT LIST POINT DESIGNATION DEVICE OR POINT DESCRIPTION CONTROLLED BY EXHAUST FAN - START/STOP EXHAUST FAN CURRENT TRANSDUCER EXHAUST FAN INTELROCK DETAIL NO SCALE R ROOFTOP DUCT SUPPORT DETAIL NO SCALE EXISTING PARAPET WALL CT LANS) SIZE GOOSENECK TO MATCH EXISTING O/A HOOD OPENING — 0 Ir w 0 m 0 co J 1 O/A DUCTED TO PATIEN' SEE M301 FOR CONTINU SUPPLY AIR TO COMMON SEE M301 FOR CONTINUA RETURN AIR FROM COMMON SEE M301 FOR CONTINUATI01 1 ROOF RENOVATION PLAN 1/4" =1'4' MIN. 18 GA. SHEETMETAL NEW DUCT SUPPORT (TYP.) 2 RTU-6 OUTSIDE AIR INTAKE EXTENSION 1/2" = V-0" UPGRADE EXISTING 2" FILTERS TO MERV-13 RATED FILTERS IN COMPLIANCE WITH ASHRAE STANDARD 170 RTU-6 EXISTING PARAPET WALL EXISTING 20x16 SUPPLY AIR FROM EXISTING 20x16 SUPPLY AIR INTO BUILDING 3RTU-5 OUTSIDE AIR INTAKE EXTENSION 1/2" = V-0" UPGRADE EXISTING 2" FILTERS TO MERV-13 RATED FILTERS IN COMPLIANCE WITH ASHRAE STANDARD 170 r NEW DUCT SUPPORT (TYP.) 12"x54" MIN. 18 GA. SHEETMETAL 0 Cc LU co Q a m 0. E 36"x16" GENERAL NOTES: 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY DUCT SUPPORTS TO SECURE NEW DUCTWORK TO EXISTING ROOF. 2. COORDINATE DUCTWORK MODIFICATIONS AND ANY UNIT SHUTDOWNS REQUIRED FOR CONSTRUCTION WITH FACILITY PERSONNEL. KEY NOTES: ❑EXTEND EXISTING OUTSIDE AIR INTAKE FROM RTU-5. EXTEND DUCTWORK TO LOCATE OUTSIDE AIR 1 INTAKE A MINIMUM OF 36" ABOVE ROOFING SURFACE. PROVIDE GOOSENECK ON INTAKE WITH BIRDSCREENING TO PREVENT INTRUSION. REPLACE EXISTING FILTERS IN EXISTING UNIT RTU-5. NEW FILTERS SHALL HAVE MERV-13 RATING IN COMPLIANCE WITH ASHRAE STANDARD 170. PROVIDE NEW ACCESS DOORS IN OUTSIDE AIR DUCTWORK FOR FILTER REPLACEMENT ACCESS. ® EXTEND EXISTING OUTSIDE AIR INTAKE FROM RTU-6. EXTEND DUCTWORK TO LOCATE OUTSIDE AIR INTAKE A MINIMUM OF 36" ABOVE ROOFING SURFACE. PROVIDE GOOSENECK ON INTAKE WITH BIRDSCREENING TO PREVENT INTRUSION. 5❑ REPLACE EXISTING FILTERS IN EXISTING UNIT RTU-6. NEW FILTERS SHALL HAVE MERV-13 RATING IN COMPLIANCE WITH ASHRAE STANDARD 170. © MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND EQUIPMENT MANUFACTURER'S REPRESENATIVE TO MODIFY ELECTRICAL CONNECTION TO UNIT. ELECTRICAL MODIFICATION SHALL INCLUDE THE BREAK OUT OF A SEPARATE CIRCUIT TO POWER THE INDOOR SUPPLY FAN AND CONTROLS OFF OF EMERGENCY POWER, SO THAT VENTILATION RATES ARE MAINTAINED DURING DIASTER SITUATIONS. UNIT SHALL BE FIELD LISTED AFTER MODIFICATIONS. 7❑ RE -BALANCE RTU-6 TO NEW AIR FLOWS LISTED IN TABLE ON SHEET M301. PROJECT NORTH TRUE NORTH Californiatu i + • • .•. Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407)246.1664 http:/Iwww.pefia.com Email to: peiflpeifla.cam JOB #: 15384 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: , ENGINE ,(i I�Fi 6490RD: � 0ERTO A4 1 fddpi \ L'• GENse. P6, •,, 1 V '• I > : No. 37313 IP Z :t STATE OFCC J-OSE ,AL:B:ERTO MARQUES, PE ELy RE,G,. - 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ROOF RENOVATION PLAN M302 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:11:20 PM PLUMBING SPECIFICATIONS: 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. 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 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 PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 FLORIDA BUILDING PLUMBING CODE (5TH EDITION) AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. �3�7111 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 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*11111NL 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. 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 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 LIST COPIES OF WARRANTIES WIRING DIAGRAMS INSPECTION REPORTS & 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. �'f��i��11�7�►r11�[�1t1[�7► 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 0.25% 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 118 INCH PER FOOT. 1t1=11011 9111101MI 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 NOMLIB 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 CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. FLOOR CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. 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 BUILDIN 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 PANEL 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, AND 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 PROTECTION 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 THROUG 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 THOROUGHL 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 AN INTERRUPTION DURING NON -CRITICAL HOURS OR NOTIFY OWNER AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO INTERRUPTION. PUT INTERRUPTED SERVICES BACK INTO OPERATION AS SOON AS IS PRACTICAL. NO SHUT DOWN CAN BE DONE WITHOUT THE 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. PLUMBING FIXTURE SCHEDULE PLAN MARK DESCRIPTION MANUFACTURER/MODEL NUMBER WC-1 WATER CLOSET: (PHYSICALLY HANDICAPPED)(PRESSURE ASSISTED)(BEDPAN LUGS) 1. PRESSURE ASSISTED, VITREOUS CHINA, FLOOR MOUNTED ELONGATED BOWL, CLOSE AMERICAN STANDARD 2168.175 COUPLED TANK, 1.6 G.P.F., 18" HIGH FROM FINISH FLOOR. INTEGRAL BEDPAN LUGS. 2. PRESSURE ASSIST: FLUSHOMETER TANK SYSTEM. SLOAN-FLUSHMATE 3. SEAT: WHITE EXTRA HEAVY DUTY PLASTIC FOR ELONGATED BOWL, OPEN FRONT LESS BEMIS 1655-SSC COVER WITH CONCEALED CHECK AND STAINLESS STEEL HINGE POST. 4, BEDPAN WASHER: WALL MOUNTED EXPOSED FOR COLD WATER ONLY WITH HOSE SPRAYCHICAGO FAUCET 809 HOLDER AND VACUUM BREAKER. (MOUNTING HEIGHT PER MANUFACTURES RECOMMENDATIONS) 5. SUPPLY: 3/8" ANGLE SUPPLY WITH ANNEALED VERTICAL TUBE, WHEEL HANDLE STOPS ANBCGUIRE ESCUTCHEON. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION 5AN SAN SANITARY WASTE GL GL GREASE LINE SD SD STORM DRAIN CD CD CONDENSATE DRAIN - CW COLD WATER - - HW HOT WATER - - - - HWR HOT WATER RETURN DIRECTION OF FLOW -�- V V VENT LINE AIL VTR VENT THRU ROOF oc P-TRAP C C FD FLOOR DRAIN a HD HUB DRAIN ---®-- ECO EXTERIOR CLEAN OUT 40 WCO WALL CLEAN OUT II- CO CLEANOUT FCO FLOOR CLEAN OUT ----D4 GV GATE VALVE _ CV CHECK VALVE BALL VALVE (FULL PORT) T WATER HAMMER ARRESTOR +I--o HB HOSE BIBB CAPPED PIPE cam- RISER DOWN (ELBOW) a-- RISER UP (ELBOW) i BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION BRANCH - SIDE CONNECTION O RD ROOF DRAIN @ SRD SECONDARY ROOF DRAIN POC POINT OF CONNECTION Q LOR POINT OF DISCONNECT / LIMIT OF REMOVAL REDUCER FITTING California I Florida I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE-- (407) 246.1688 FAX: (407) 246.1664 http://www.peffla.com Email to: pei@peNla.com JOB #., 15384 Copyright - All ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and In connection with the specified project. None of the Ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 4)opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 JAHCA COMMENTS L_1 LAVATORY (PHYSICALLY HANDICAPPED) 1. VITREOUS CHINA, WALL HUNG, 20-1/2" X 18-1/4" PUNCHED FOR COMBINATION FITTINGS. AMERICAN STANDARD 0356.015 2. FITTING: 8" WIDESPREAD COMBINATION, CHROME PLATED 4" WRIST BLADE HANDLES, CHI CAGO FAUCET 785-GN213-317 GOOSENECK SPOUT, 0.5 G.P.M. FLOW LIMITER, 1-1/4" GRID STRAINER AND TAILPIECE, 3. TRAP: CAST BODY ADJUSTABLE "P" TRAP WITH CLEAN OUT. McGUIRE 4. SUPPLY: 3/8" ANGLE BALL STOP, 1/4 TURN, WITH ANNEALED VERTICAL TUBE AND BRASSCRAFT ESCUTCHEON. 5. CARRIER: RECTANGULAR STEEL UPRIGHTS WITH CONCEALED ARMS AND SLEEVES. ZURN Z-1231 SH-1 SHOWER: (PHYSICALLY HANDICAPPED) SYMMONS S-96-300-B30-L-V ENGINEER OF RECORD: 1. ANTI -SCALED PRESSURE BALANCE SHOWER VALVE, SUPPLY ELL AND WALL FLANGE, 111 HEAVY DUTY CHROME PLATED BRASS HOSE WITH RUBBER HOSE SWIVEL CONNECTOR, %% %�` FtT SLIDE BAR, AERATED HAND HELD WITH RUBBER LINER, SHOWER. �� 0E +•+.. FD 1 �v •\GENS•.•et`t1� +• . SHOWER/FLOOR DRAIN: t4o. 37313 it �: OF LU 1. SHOWER DRAIN: CAST IRON BODY WITH BOTTOM OUTLET COMBINATION INVERTIBLE ZURN ZN-145-5B giA -O'Q MEMBRANE CLAP AND ADJUSTABLE TYPE NICKEL BRONZE STRAINER, �, '••• Ft(10.,+' Z• a 2. TRAP: DEEP SEAL, DURA COATED CAST IRON WITH BOTTOM BRONZE CLEANOUT. ZURN Z1000 �� 0A1, •'•••+.+•••'� �0 % 11/f1/1111111�� L 2 LAVATORY (UNDER -COUNTER MOUNTED) Jose. A. Marques, PE, 1. VITREOUS CHINA, UNDER MOUNT, OVERFLOW, 191/4" X 161/4" X 4" DEEP. PROVIDE KOHLER K-2210 FL Reg. No. 37313 WITH REQUIRED KOHLER UNDER MOUNT TEMPLATE NO. 1151011-7. 2. FITTING: 8" WIDESPREAD COMBINATION, CHROME PLATED 4" WRIST BLADE HANDLES, CHICAGO FAUCET 785-GN213-317 PROJECT TITLE: GOOSENECK SPOUT, 0,5 G,P.M. FLOW LIMITER, 1-114" GRID STRAINER AND TAILPIECE. 3. TRAP: RECOMMENDED BY KOHLER, ADJUSTABLE ROTATION OF TUBE OUTLET, SLIP KOHLER K-8998 ADVENTIST CARE CENTERS JOINT INLET, CLEANOUT PLUG, FLANGE, CAST BRASS CONSTRUCTION. 4. SUPPLY: 3/8" ANGLE BALL STOP, 1/4 TURN, WITH ANNEALED VERTICAL TUBE AND McGUIRE ZEPHYRHILLS HEALTH &REHAB ESCUTCHEON. CENTER -10 BED SKILLED NURSING BED CONVERSION -A -A -A -A -A -A�A -A -A�A �A �A -A�A �A �A �A �A �A �A �A �A �A �A �A ,-A PROJECT NORTH TRUE NORTH 71/ PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: SPECIFICATIONS AND LEGEND - PLUMBING Pool C:\Users\kinge\Documents\15384 ZEPHYRHILLS HEALTH & REHAB CENTER kinge.rvt © 2015 Studio+ 1 FIRST FLOOR DEMOLITION PLAN - SANITARYNENT 1/4" = V-0" GENERAL 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. KEY NOTES: 10 EXISTING LAVATORY SHALL 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 SHOWER TO BE RE -TILED. EXISTING SHOWER DRAIN TO REMAIN. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR REPLACEMENT OF DRAIN GRATE, IF REQUIRED. 30 EXISTING WATER CLOSET TO REMAIN. ® EXISTING SHOWER STALL SHALL 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. 5❑ EXISTING TUB SHALL 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, NOTE: PLUMBING CONTRACTOR SHALL FIELD VERIFY, DURING DEMOLITION PHASE OF PROJECT THE EXACT LOCATION, SIZE, INVERT AND DIRECTION OF FLOW OF ALL SANITARY WASTE LINES WITHIN SCOPE OF PROJECT. 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. A r-1 r- A n r- l A /^ r-11/ KEY PLAN 1 " = 80'-0" PROJECT NORTH TRUE NORTH studio California I Florida I Neva Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246-1664 http:iiwww.peif ia.com Email to: pelfpelfla,com JOB M 15384 Copyright - All ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEEll(pfipj�CORD: . 4 �' GENS'�cl+ �.� 313 No' 3T,3 OF OC w a lop LOP 0 �cSSK3NAL� ``�� Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN - SANITARY/VENT P201 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:11:22 PM zJ 1 FIRST FLOOR DEMOLITION PLAN - DOMESTIC WATER 1/4" =1'-0" GENERAL 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. KEY NOTES: 1❑ EXISTING LAVATORY SHALL 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. 2❑ EXISTING SHOWER TO BE RE -TILED. REMOVE EXISTING SHOWER VALVE AND HEAD ASSEMBLY. HARDWARE SHALL BE TURNED OVER TO OWNER'S REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 3❑ REMOVE EXISTING 1/2" DCW AND DHW PIPING DOWNSTREAM OF BRANCH VALVES. EXISTING FIXTURES TO BE REMOVED. NOTE: PLUMBING CONTRACTOR SHALL FIELD VERIFY, DURING DEMOLITION PHASE OF PROJECT THE EXACT LOCATION, SIZE, INVERT AND DIRECTION OF FLOW OF ALL SANITARY WASTE LINES WITHIN SCOPE OF PROJECT. 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. A r1 r— A ^ r— 1 A 1^ 11-11/ KEY PLAN 1" = 80'-0" PROJECT NORTH TRUE NORTH E) studio California I Florida I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3086 VOICE: (407) 246.1688 FAX: (407) 246.1664 http;ilwww.pelfia.com Email to: pel@pelfla.com JOB M 15384 Copyright • All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEEt�,Q,I jq�CORD: P�gERTo� �•,,, �GENS' f • No.37313 cis t STATE OF #"i0SiONA ��0�0' Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN - DOMESTIC WATER P202 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:11:24 PM FULLY CLEAN AND VACUUM ROOM AFTER WORK. ::==1= PROVIDE HEPA-FILTERED ROOM AIR SCRUBBER WHILE WORK IS BEING PERFROMED, TAPE D00 WOR BEIN PER{ NOTE: I.C.R.A. PLAN IS GENERIC IN NATURE AND TYPICAL FOR ALL ROOMS. COORDINATE I.C.R.A. PRACTICES WITH FACILITY I.C.R.A. TEAM FIRST FLOOR I.C.R.A. PLAN - MEDICAL GAS 1/8" =1'-0" XISTING ZONE VALVE SERVING 0 SEMI -PRIVATE PATIENT ROOMS ND 2 PRIVATE PATIENT ROOMS. 2FIRST FLOOR DEMOLITION PLAN - MEDICAL GAS 1/8" =1'-0" 7 KEY PLAN 1" = 80'-0" ......................... A 11-1 r— A n r I A/^ 117%1 / GENERAL NOTES: 1. MEDICAL GAS CONTRACTOR SHALL OBTAIN PERMISSION FROM FACTILITY ENGINEERING DEPARTMENT FOR ANY INTERRUPTION OF EXISTING SERVICES. DO NOT CLOSE OR OPEN ANY MEDICAL GAS VALVES WITHOUT APPROVAL. PLANNED DISRUPTIONS OR SERVICE OUTAGES: WHEN SHUT -DOWNS AFFECT OCCUPIED PATIENT CARE AREAS OF THE FACILITY, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANGER OF THE ANTICIPATED DISRUPTION IN AMPLE TIME TO SCHEDULE A PROJECT PLANNING MEETING PRIOR TO THE SHUT -DOWN, KEY NOTES: 1❑ EXISTING MEDICAL GAS OUTLETS TO REMAIN. 2❑ REMOVE EXISTING MEDICAL GAS OUTLET TRIM PLATE AND REPLACE WITH BLANK PLATE. BLANKS SHALL CONSIST OF SOLID ANODIZED ALUMINUM INSERTT PLATE AND CHROME PLATED COVER. LABEL BLANK AS "MEDICAL GAS - NOT IN USE". CONTRACTOR SHALL COORDINATE WHICH OUTLETS ARE TO BE BLANKED OFF AND WHICH ARE TO REMAIN WITH FACILITY ENGINEERING. 'JIED GAS REMOVAL IN THIS WING THIS SHEET ADDED IN ITS ENTIRETY AS PART OF REVISION #1 Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http:llwww.peflla.com Emafl to: pei®peHla.com JOB fl: 15384 Copyright - All Ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the Ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. COopyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 JAHCA COMMENTS ENGINEER OF RECORD: RTO M,q �a°ems P •Q cENs No. 37313 N %STATE OF •• dL w Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN - MEDICAL GAS C:\Users\kinae\Documents\15384 ZEPHYRHILLS HEALTH & REHAB CENTER kinae.rvt PROJECT NORTH TRUE NORTH all W,@2015Studio+ (I. N 20 FIRST FLOOR RENOVATION PLAN - SANITARYNENT 1/4" =1'-0" KEY NOTES: 10 PROVIDE NEW 1-1/4" SANITARY WASTE LINE AND P-TRAP FROM NEW LAVATORY (L_1) INTO EXISTING VENTED SANITARY WASTE LINE. EXISTING SHOWER STALL TO BE RE -TILED. EXISTING DRAIN TO REMAIN. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR REPLACEMENT OF DRAIN GRATE, IF REQUIRED. 3❑ EXTEND EXISTING 4" SANITARY BRANCH BENEATH SLAB TO PROVIDE SERVICE TO NEW WATER CLOSET (WC-1), LAVATORY (L_1), AND SHOWER STALL DRAIN (FD-1). PROVIDE VENT PIPING FOR FIXTURES. SEE SANITARYNENT RISER DIAGRAM FOR VENT PIPING SIZES. ® EXTEND EXISTING 3" SANITARY BRANCH BENEATH SLAB TO PROVIDE SERVICE TO NEW WATER CLOSET (WC-1) AND LAVATORY (L_1). PROVIDE VENT PIPING FOR FIXTURES. SEE SANITARYNENT RISER DIAGRAM FOR VENT PIPING SIZES. 5❑ PROVIDE NEW 1-1/4" SANITARY WASTE LINE AND P-TRAP FROM NEW LAVATORY (L_2) INTO EXISTING VENTED SANITARY WASTE LINE. PROVIDE NEW 1-1/2" SANITARY BRANCH LINE CONNECT TO EXISTING SANITARY MAIN AND EXTEND BENEATH SLAB TO NEW LAVATORY LOCATION, AS REQUIRED. © PROVIDE NEW 3" SANITARY WASTE LINE TO SERVE NEW LAVATORY (L_1) IN NUR STATION AREA. TIE NEW SANITARY AND VENT PIPING INTO EXISTING SYSTEM IN CORRIDOR. 2NURSE STATION LAVATORY - SANITARYNENT 1/4" =1'-0" A nr- A r1r IA/r1n1/ KEY PLAN 1" = 80'-0" PROJECT NORTH TRUE NORTH Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE (407) 246.1688 FAX: (407) 246.1664 http:llwww.pef0a.com Emafl to: pei@peh7a.com JOB tf: 15384 Copyright - All Ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the Ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake; FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 JAHCA COMMENTS ENGINEER OF RECORD: P`eE R Tp M",o ` '0 •'••�,�CEll p *� 0•37313 �m STATE OF 14 ••••....••• r # I„ 1(V Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - SANITARYNENT C:\Users\kinge\Documents\15384 ZEPHYRHILLS HEALTH & REHAB CENTER kinqe.rvt © 2015 Studio+ KEY NOTES: 1❑ PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW LAVATORY (L_1) INTO EXISTING 1/2" DOMESTIC COLD AND HOT WATER LINES. ❑ SHOWER TO BE RE -TILED. PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW SHOWER VALVE AND HEAD ASSEMBLY(SH-1) INTO EXISTING 1/2" DOMESTIC COLD AND HOT WATER LINES. 3I PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD WATER LINE FROM NEW WATER CLOSET (WC-1) INTO EXISTING 1/2" DOMESTIC COLD WATER LINE. ® PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW SHOWER VALVE AND HEAD ASSEMBLY(SH-1) INTO EXISTING 1/2" DOMESTIC COLD AND HOT WATER LINES. PROVIDE 1/2" TRAP PRIMER FROM NEW LAVATORY TO NEW/EXISTING FLOOR DRAIN. © PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW LAVATORY (L_2) INTO EXISTING DOMESTIC COLD AND HOT WATER LINES. PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC COLD AND HOT WATER LINES FROM NEW LAVATORY (L_1), IN NURSE STATION AREA, INTO EXISTING DOMESTIC COLD AND HOT WATER LINES ABOVE CORRIDOR. � NURSE STATION LAVATORY - DOMESTIC WATER 1/4" =1'-0" FIRST FLOOR RENOVATION PLAN - DOMESTIC WATER 1/4" =1'-0" A nr- A nr- IA1^n1/ KtY PLAN 1" = 80'-0" PROJECT NORTH TRUE NORTH Inn California I Florida I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246-1688 FAX. (407) 246-1664 http.11www.peffia.com Email to: pefteRla.com JOB * 15364 Copyright - All Ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and In connection with the specified project, None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 JAHCA COMMENTS ENGINEER OF RECORD: %% P`gE R Tp M G No. 3-7313 u7 • STATE OF "� ••1. A,4 0R /)NA ;ENGe<<�� Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - DOMESTIC WATER C:\Users\kinae\Documents\15384 ZEPHYRHILLS HEALTH & REHAB CENTER kinae.rvt P302 © 2015 Studio+ r^l r' r'r I I /rr I I r' I ram' ► r' I �r I i I rr Ai r' r' J� NURSF � r I I � I Y i � r „ k � a a r' / i e • � . /"S4 �., � I � I r�� f 05-1► r I kl� r s. r /r I I v �� i I :y I I I � �►'"" I \1 I S r ✓ a \ e � 1 M I r � I / / i l I ti I I € , t r� I I I � I 1 I J✓ y� r I �•,,j c'=. r r' I - I . r r ti rjO _ ._. RENOVATION RISER DIAGRAM - SANITARYNENT N.T.S. studio California I Florida I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE. (407) 246.1688 FAX.- (407) 246.1664 http.11 www. peifia. com Email to: pei@peifla.com JOB #.- 15384 Copyright • All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©oPyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P : 352.430.0987 REVISIONS: 1 1 07/29/16 JAHCA COMMENTS ENGINEER OF RECORD: BE R TO p.` M �o '`C E NSA ;��0� 'W 37313'•': �, No. r �o STATE OF O ' ,�• lfll� � Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: RISER DIAGRAM - PLUMBING C:\Users\kinge\Documents\15384 ZEPHYRHILLS HEALTH & REHAB CENTER kinqe.rvt PROJECT NORTH TRUE NORTH LA P801 © 2015 Studio+ 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. 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) ALL WORK SHALL BE PERFORMED BY COMPETENT WORKMEN SKILLED AND LICENSED IN THIS PARTICULAR TRADE 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. RESPONSIBILITY FOR ELEVATIONS OF PIPING: • 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. • ATTENTION IS CALLED TO DUCTWORK, HEATING AND COOLING PIPING, WATER AND DRAIN PIPING, AND TO THE ELECTRICAL INSTALLATION, WHICH WILL BE INSTALLED BY OTHERS. • 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 INTERFERENCES, WHETHER DUE TO NEGLIGENCE, ERROR, OVERSIGHT OR OTHER CAUSE IN NOT HAVING PROPERLY ESTABLISHED THE ELEVATIONS OF ALL NEW OR EXISTING PIPING, ETC. PIPING SHALL BE CONCEALED IN AREAS WITH CEILINGS AND EXPOSED IN AREAS WITHOUT CEILINGS. PIPING SHALL BE INSTALLED AND SUPPORTED PER NFPA 13. SLOPE PIPING IN ACCORDANCE WITH NFPA REQUIREMENTS. 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. WALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED WITH PRO -SET "FIRE STOP COUPLING" SYSTEM OR WITH GEDNEY TYPE CFS1 FIRE SEAL OR EQUAL. SPACE BETWEEN SLEEVE AND WALL TO BE COMPLETELY SEALED WITH CAULKING. VOID BETWEEN SLEEVE PLUGS TO BE FILLED WITH INSULATION. CODES AND STANDARDS: ALL WORK SHALL COMPLY WITH NFPA REQUIREMENTS, 2014 FLORIDA BUILDING CODE (FIFTH EDITION), 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 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. 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, ETC., AND SHALL INCLUDE INFORMATION ON VALVES, SPRINKLER HEADS, ALARM VALVES, ETC. AT LEAST TWO (2) SETS OF THE SHOP DRAWINGS SHALL BEAR THE APPROVAL STAMP OF THE LOCAL FIRE MARSHALL. EQUIPMENT AND MATERIALS: ALL DEVICES, EQUIPMENT AND MATERIALS SHALL BE NEW, SHALL BE IN ACCORDANCE WITH NFPA REQUIREMENTS AND SHALL BEAR FACTORY MUTUAL AND THE UNDERWRITER'S LABEL OF APPROVAL. ABOVE GROUND PIPE AND FITTINGS: PIPE ABOVE GROUND AND WITHIN THE BUILDING SHALL BE STANDARD WEIGHT, SCHEDULE 40 BLACK STEEL PIPE OR APPROVED SEAMLESS THIN WALL BLACK STEEL PIPE CONFORMING TO ASTM A53. PIPE FITTINGS SHALL BE OF A TYPE APPROVED FOR SPRINKLER SYSTEMS AND DESIGNED FOR 175 PSI WORKING PRESSURE. MALLEABLE IRON STANDARD WEIGHT FITTINGS WILL BE ACCEPTABLE IN SIZES UP TO 6". MECHANICAL PIPE COUPLINGS (ROLLED OR CUT GROOVED) MAY BE USED WHERE ALLOWED BY AUTHORITY HAVING JURISDICTION. 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 #B-16.9-1971. WELDING SHALL BE DONE IN ACCORDANCE WITH METHODS SET FORTH IN THE ANSI STANDARD B31.10-1067 AND APPLICABLE ADDENDA. INTERIOR VALVES: 2-1/2" AND LARGER SHALL BE OS AND Y, FLANGED, IBBM GATE VALVES. 2" AND SMALLER SHALL BE THREADED, BRONZE GATE VALVES. ALL VALVES DESIGNED FOR 175 PSI WWP. LISTED GROOVED OR BUTTERFLY VALVES ARE ACCEPTABLE. SPRINKLER HEADS: NEW SPRINKLER HEADS SHALL MATCH BUILDING STANDARDS. IF BUILDING STANDARD SPRINKLER HEADS ARE NO LONGER AVAILABLE, REPLACE ALL EXISTING HEADS AS FOLLOWS; 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. FOR ALL EXPOSED UNFINISHED AREAS SPRINKLER HEAD SHALL BE A VIKING MICROFAST MODEL M QUICK RESPONSE UPRIGHT, 1/2" ORIFICE, BRASS FINISH. CONCEALED SPRINKLER HEADS SHALL BE VIKING, 5.6K, 1/2"ORIFICE, COLOR BY ARCHITECT. PROVIDE CONCEALED HEAD WITH PLATE. PROVIDE BUILDING MANAGEMENT WITH EXTRA STOCK OF NEW SPRINKLER HEADS AS REQUIRED BY NFPA 13 (2010 ED.). RELIABLE AND TYCO ARE EQUAL. 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 (2010 ED.). 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. 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.). FIRE PROTECTION GENERAL NOTES ALL PIPING TO BE TESTED AT 200 PSI FOR A MINIMUM OF 2 HOURS HYDRAULIC CALCULATIONS DESIGN CRITERIA: SUPPORT AREAS: A. ORDINARY HAZARD GROUP I B. SYSTEM TYPE: WET SYSTEM C. DENSITY: 0.15 GPM/SQ. FT. FOR 1500 SO, FT. D. COVERAGE PER SPRINKLER: 130 SQ. FT. MAXIMUM E. TEMPERATURE RATING: ORDINARY TEMPERATURE F. MAXIMUM SPRINKLER SPACING: 15'-0" OFFICES / HALLWAYS: A. LIGHT HAZARD OCCUPANCY B. SYSTEM TYPE: WET SYSTEM C. DENSITY: 0.10 GPM/SQ. FT. FOR 1500 SQ. FT. D. COVERAGE PER SPRINKLER: 225 SQ. FT. MAXIMUM E. TEMPERATURE RATING: ORDINARY TEMPERATURE F. MAXIMUM SPRINKLER SPACING:15'-0" SPRINKLER INSTALLATIONS SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13 SPRINKLER SYSTEMS, FIRE MARSHAL'S OFFICE, OWNER'S 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. BRANCH LINES PIPING TO BE SCHEDULE 40 BLACK STEEL PIPE 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 PRECEDENCE OVER PLANS. APPROVAL FROM OWNER'S INSURANCE CARRIER IS CONTRACTOR'S 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/SHALL MATCH EXISTING SPRINKLER HEAD TYPES FOR LIGHT HAZARD OCCUPANCIES, INSTALLED IN FULL ACCORDANCE WITH MANUFACTURER'S GUIDELINES (REFER TO FIRE SPRINKLER LEGEND). ALL SPRINKLER HEADS IN MECHANICAUELECTRICAL ROOMS TO BE STANDARD RESPONSE, 212°F. THESE PLANS ARE CONCEPTUAL IN NATURE PER FLORIDA STATUTE 61G15-30. GENERAL SHEET NOTES 1. BUILDING IS EXISTING AND FULLY SPRINKLED. 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 ELEVATION 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 HEADS' 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 BRANCH LINES ARE REQUIRED, CONTRACTOR SHALL BASE SIZING OF NEW PIPING ON EXISTING BRANCH LINE SIZES AND THE NUMBER OF SPRINKLER HEADS THEY FEED. 7. NEW/RELOCATED SPRINKLER 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. FIRE SPRINKLERS SCHEDULE SPRINKLER TYPE MFR. SIN PRESSURE FLOW TEMP. PLATE FINISH SIZE K RESPONSE PENDANT SPRINKLER VIKING VK302 7.0 14.82 155 SEMI -RECESSED WHITE 1/2" 5.6 QUICK UPRIGHT SPRINKLER W/HEAD GUARD VIKING VK100 7.0 14.82 200 NONE CHROME 1/2" 5.6 STANDARD CONCEALED SPRINKLER VIKING VK405 7.0 14.82 165 CONCEALED WHITE 1/2" 5.6 QUICK FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION ® E EXISTING SEMI -RECESSED PENDENT SPRINKLER HEAD TO REMAIN. EXISTING SPRINKLER HEAD TO BE REMOVED. CAP AND ABANDON •X SUPPLY ABOVE CEILING. • R EXISTING SEMI -RECESSED PENDENT SPRINKLER HEAD TO BE REPLACED. SEE KEY NOTES FOR INSTRUCTIONS. NEW SEMI -RECESSED (QUICK RESPONSE) PENDENT SPRINKLER ®N HEAD (WET SYSTEM) TO MATCH BUILDING STANDARDS. CONNECT NEW VO SPRINKLER SUPPLY TO EXISTING WET FIRE LINE ABOVE. 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 WALLS. R 1 FIRST FLOOR RENOVATION PLAN - FIRE PROTECTION 1/8" =1'-0" PIPE INSULATION -TORT CLIP WOOD MEMBER WOOD MEMBER SHORT PIPE A/S PIPE A PIPE HANGER DETAILS NOT TO SCALE 1" SYSTEM DRO 1"A/2" REDUCE FINISHED CEILIP SIF I- PRIVATE PAT SETA PRIVATE PATIENT ROOM, ®R �R lVltiVlr3tll EVE -LET 1ANGER RING A/S PIPE B TYPICAL SEMI -RECESSED PENDENT SPRINKLER DETAIL NO SCALE KEY NOTES: ALL EXISTING FIRE PROTECTION HEADS WITHIN SCOPE OF WORK TO BE REPLACED WITH NEW SEMI -RECESSED, QUICK RESPONSE HEADS. PROVIDE NEW SEMI -RECESSED, QUICK RESPONSE HEAD IN SHOWER ROOM CEILING UNIVERSAL TOP/BOTTOM BEAM CLAMP EQUAL TO B-LINE TYPE 19-SP69 3/8"0 MIN. HANGER ROD COUPLING JSTABLE CLEVIS HANGER AL TO B-LINE TYPE 10-SP-69 PIPE NOTES: 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, C PIPE SUPPORT DETAIL 12" =1'-0" PROJECT NORTH TRUE NORTH Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3086 VOICE: (407) 246.1688 FAX: (407)246A664 http://WWW.pelfia.com Email to: peh@peRla.com JOB M 15384 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. (C opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER F, ```� t liti°s �.0ERTO °r iz. `�� GENSA.'P4�G'" 124 >� .� * No. 37313 '? N i STATE OF Z. �. �F •. 4 OR 10 p%. 4°44' w0"*' Jose. A. Marques, PE, FL Reg. No. 37313 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - FIRE PROTECTION F101 C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:11:12 PM © 2015 Studio+ ELECTRICAL SPECIFICATIONS: GENERAL PROVISIONS A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. INCLUDE NECESSARY FEES AND PERMITS WITHIN BASE BID, B. CODES AND STANDARDS 1. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS WHICH GOVERN THE WORK. 2. THE APPLICABLE GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS SHALL CONSIST BASICALLY OF, BUT NOT LIMITED TO, THE FOLLOWING (LATEST EDITIONS): 3. NFPA-1 UNIFORM FIRE CODE, 2012 4. CHAPTER 59A-3, 2010 FLORIDA ADMINISTRATIVE CODE 5. 69A-53, F.A.C., STATE FIRE PREVENTION CODE 5TH EDITION. 6. NFPA-70-2011, NATIONAL ELECTRICAL CODE. 7. NFPA-72-2010, NATIONAL FIRE ALARM CODE. 8. NFPA-99.2012, STANDARD FOR HEALTH CARE FACILITIES 9. NFPA-101 (2012), LIFE SAFETY CODE W/FLORIDA AMENDMENTS. 10. NFPA-110 (2010), STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. 11. NFPA 241 (2009), STANDARD FOR SAFEGUARDING BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. 12. CHAPTER 395, FLORIDA STATUTES 13. CHAPTER 780, LIGHTNING PROTECTION CODE (2011). 14. FLORIDA FIRE PREVENTION CODE 5TH EDITION AND THE CURRENT ADOPTED CODES AND STANDARDS BY THE STATE OF FLORIDA. 15. 2010 GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTHCARE FACILITIES. 16. FLORIDA BUILDING CODE 5TH EDITION (2014) CHAPTER 449. 17. FLORIDA AMERICANS WITH DISABILITIES, 2007 AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS. 18, LATEST EDITION OF ALL OTHER NFPA ARTICLES NOT LISTED, AS ADOPTED BY THE STATE FIRE MARSHALL. 19, REQUIREMENTS OF THE FLORIDA BUILDING CODE 5TH EDITION (2014). 20, AMERICANS WITH DISABILITY ACT, JANUARY 26,1992. 21. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL ANSI STANDARDS ADOPTED BY THE GOVERNING AUTHORITY. THIS INCLUDES BUT IS NOT LIMITED TO SPECIAL REQUIREMENTS FOR FIRE ALARM, ELEVATORS AND HANDICAP PERSONS. 22. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPLICABLE GOVERNING AUTHORITIES, LAWS, ORDINANCES, CODES, RULES, REGULATIONS AND STANDARDS. WHERE DISCREPANCIES OCCUR, NOTIFY THE ARCHITECT/ENGINEER, IN WRITING, AND ASK FOR INTERPRETATION A MINIMUM OF TEN DAYS PRIOR TO THE BID OF THE CONTRACT DOCUMENTS. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR SHALL MEET THIS INTENT, NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR WORK REQUIRED FROM INTERPRETATIONS OF DISCREPANCIES AFTER THE BID. 23. REQUIREMENT OF THE CITY OF ZEPHYRHILLS C. PERMITS AND INSPECTIONS: OBTAIN AND MAKE ALL PAYMENTS FOR PERMITS AND INSPECTIONS REQUIRED. AT THE COMPLETION OF THE PROJECT AND BEFORE FINAL ACCEPTANCE OF THE ELECTRICAL WORK, PROVIDE EVIDENCE OF FINAL INSPECTION AND APPROVAL BY THE AUTHORITIES HAVING JURISDICTION. D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS, E. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. F. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION IS NOT ACCEPTABLE. G. ELECTRICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR ESTIMATING AND CONSTRUCTION OF THIS PROJECT. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR CONNECTING AND ENERGIZING EQUIPMENT SHOWN ON THOSE DRAWINGS WILL NOT BE RECOGNIZED. ELECTRICAL CONTRACTOR SHALL COMMUNICATE DISCREPANCIES TO ENGINEER PRIOR TO SUBMITTING A BID. H. PROVIDE TEMPORARY POWER AND LIGHTING. INCLUDE PERMITS AND UTILITY COMPANY FEES FOR TEMPORARY SERVICES WITHIN BASE BID. I. CONTRACTOR SHALL SCHEDULE ALL DOWN -TIME WITH THE OWNER PRIOR TO BEGINNING THE WORK, PREMILIWOVERTIME RATES MAY BE REQUIRED AND MUST BE INCLUDED IN BASE BID. J. CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN CONFLICTS ARISE WITHIN CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SUBMITTING A BID. SUBMISSION OF A BID SHALL INDICATE THAT CONTRACTOR THOROUGHLY REVIEWED CONSTRUCTION DOCUMENTS. K. WHEN ENGINEER IS NOT AVAILABLE, OR TIME DOES NOT PERMIT, CONTRACTOR SHALL INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE BID. L. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND TELECOMMUNICATION COMPANY FOR LOCATIONS AND REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. M. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MANUFACTURERS, SUB CONTRACTORS, VENDORS, AND SUPPLIERS, WITH A COPY OF THESE SPECIFICATIONS. N. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND PROPERLY CORRECT LATENT DEFECTS ARISING WITHIN THIS PERIOD UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE WITHOUT ADDITIONAL COMPENSATION, 0. DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM ELECTRICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK, LEAVE THE PREMISES "BROOM CLEAN" INSOFAR AS AFFECTED BY ELECTRICAL WORK, P. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AT LEAST 10 DAYS PRIOR TO BID DATE. Q. ALL EMERGENCY EGRESS LIGHTING SHALL BE HARDPIPED, NO EXCEPTIONS. NO FLEXIBLE CONDUIT OR WHIPS IS ALLOWED. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECT THE INSTALLATION, OPERATION, PERFORMANCE, QUALITY OR LONGEVITY OF THE ELECTRICAL SYSTEMS AS DEFINED HEREIN, SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR WITH NO ADDITIONAL COST TO THE CLIENT, IN ADDITION, ELECTRICAL CONTRACTOR SHALL PROVIDE THE ENGINEERING WITH PHOTOMETRIC FLOOR PLANS FOR ANY LIGHTING FIXTURES CHANGES FOR APPROVAL AT LEAST 10 DAYS PRIOR TO BID DATE. BASIC MATERIALS AND METHODS A. RACEWAYS AND FITTINGS: ALL RACEWAYS AND FITTINGS SHALL BE GALVANIZED RIGID STEEL OR INTERMEDIATE METAL CONDUIT WITH LOCKNUTS AND BUSHINGS, WITH THE EXCEPTION THAT WHERE SPECIFICALLY ALLOWED BY THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. ELECTRICAL METALLIC TUBING (E.M.T) MAY BE USED FOR ALL INTERIOR EXPOSED AND CONCEALED WORK WHERE IT IS NOT SUBJECT TO PHYSICAL DAMAGE OR CORROSION. FITTINGS SHALL BE STEEL SET SCREW TYPE. NO PVC, BX OR MC CABLE ALLOWED. INSTALL EXPANSION FITTINGS IN RACEWAYS EVERY 200, LINEAR RUN OR WHEREVER STRUCTURAL EXPANSION JOINTS ARE CROSSED. Al. FOR MEDICAL, DENTAL AND SIMILAR OFFICES AS DEFINED NEC ARTICLE 517 NO NON-METALIC RACEWAYS SHALL BE USED ANYWHERE AND ONLY MC CABLE LISTED FOR HEALTHCARE USE MAY BE USED FOR NORMAL POWER RECEPTACLE CIRCUITS, FIXED EQUIPMENT CIRCUITS, SWITCH LEGS AND LIGHT FIXTURE WHIPS. B. CONDUCTORS: FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE (#12 UNLESS OTHERWISE NOTED) THWN COPPER, NO ALUMINUM SHALL BE PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE. INSTALL ALL WIRING IN CONDUIT OR APPROVED RACEWAYS UNLESS OTHERWISE INDICATED. PROVIDE #10AWG FOR BRANCH CIRCUITS OVER 100 FEET IN LENGTH TO ACCOUNT FOR VOLTAGE DROP. PROVIDE #10 GROUND TO CORRESPOND. ALL BRANCH CIRCUITS SHALL CARRY A GROUNDING EQUIPMENT CONDUCTOR, AND BE WIRED WITH COLOR- CODED WIRE WITH THE SAME COLOR USED FOR A PHASE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOWS: 120/240 VOLT 10: PHASE A - BLACK: PHASE B - RED; NEUTRAL - WHITE; GROUND - GREEN. 120/208 VOLT 30: PHASE A - BLACK: PHASE B - RED; PHASE C - BLUE; NEUTRAL - WHITE; GROUND -GREEN. 277/480 VOLT 30: PHASE A - BROWN; PHASE B - ORANGE; PHASE C - YELLOW; NEUTRAL - LIGHT GREY; GROUND - GREEN. A DEDICATED NEUTRAL CONDUCTOR SHALL BE INSTALLED FOR ALL CIRCUITS DEDICATED OR NOT, NO SHARING OF THE NEUTRAL SHALL BE PERMITTED, C. FINAL CONNECTIONS TO MOTORS OR EQUIPMENT SUBJECT TO VIBRATION SHALL BE MADE UP WITH GREENFIELD IN DRY LOCATIONS AND WITH JACKETED, LIQUID- TIGHT, FLEXIBLE, GALVANIZED STEEL CONDUIT IN WET OR DAMP LOCATIONS. LOCATE ALL DEVICES AND EQUIPMENT WHERE SHOWN ON DRAWINGS. ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE FROM FINISHED FLOOR TO THE CENTER OF THE DEVICE UNLESS OTHERWISE INDICATED. STANDARD MOUNTING HEIGHTS ARE AS FOLLOWS: DEVICES HEIGHT AFF AT DEVICE CENTER (NOTE 1) 1. ELECTRICAL OUTLETS 18" 2. ELECTRICAL OUTLETS ABOVE COUNTER 42" 3. TELEPHONE 18" 4. WALL TELEPHONE 54" 5. LIGHT SWITCHES 46" 6, THERMOSTATS SEE MECH SPECS 7. FIRE ALARM DEVICES 80" TO BOTTOM OF GLASS/& PER LATEST ADA REGULATIONS 8. DISCONNECT SWITCHES 60" TO TOP 9, PANELBOARDS 72" TO TOP 10. EXIT SIGNS AS NECESSARY 11, SPECIAL DEVICES AS NECESSARY NOTE 1: IN SPACES SUCH AS, BUT NOT LIMITED TO DENTAL LABS, MEDICAL LABS, SCHOOL LABS, CHIP PLANTS, ETC. WHERE VENDORS ARE SUPPLYING MILLWORK THE ABOVE REFERENCED HEIGHTS ARE NOT APPLICABLE. REFER TO THE MILLWORK ELEVATION PLANS TO DETERMINE AN APPROPRIATE MOUNTING HEIGHT. D. DISCONNECT SWITCHES: HEAVY DUTY, FUSED OR NON -FUSED AS CALLED FOR ON PLAN DRAWINGS. PROVIDE SOLID NEUTRAL CONNECTION WHERE REQUIRED. USE NEMA-1 INDOORS AND NEMA-3R OUTDOORS. ALL DISCONNECT SWITCHES SHALL BE PROVIDED WITH GROUND KIT, E. PROVIDE PANELBOARDS OF THE DEAD FRONT TYPE, NO LESS THAN 20 INCHES WIDE AND 5 3/4 INCHES DEEP WITH QUANTITY OF BRANCH CIRCUITS/CIRCUIT BREAKERS AS INDICATED ON THE PANELBOARD SCHEDULE WITH THE VOLTAGE. PHASE AND AMPERE RATING AS REQUIRED. ALL PANELBOARDS SHALL HAVE PHASE SEQUENCE CIRCUITS AND BOLT -ON CIRCUIT BREAKERS. MAIN BREAKERS SHALL BE MOLDED CASE. CIRCUIT BREAKERS FEEDING HVAC LOADS SHALL BE HACK TYPE. TYPEWRITTEN PANEL DIRECTORIES SHALL BE PROVIDED AT COMPLETION OF THE PROJECT. F. ELECTRICAL CONTRACTOR SHALL REVIEW ONE LINE POWER RISER DIAGRAM IN CONJUNCTION WITH SWITCHGEAR MANUFACTURER REPRESENTATIVE TO CROSS REFERENCE POWER RISER WITH PANEL SCHEDULES AND VERIFY VOLTAGES, AMPS, LUGS SIZES/ NUMBER AND CABINETS DIMENSIONS PRIOR TO SUBMITTING A BID, G. EXERCISE CARE IN CONNECTING THE VARIOUS ELECTRICAL LOADS TO THE PANELS IN ORDER TO ARRIVE AT A REASONABLE BALANCE BETWEEN LOADS IN EACH PHASE AT EACH PANEL. MAKE TESTS AND ADJUST LOADS AT EACH PANEL TO RESULT IN REASONABLY BALANCED LOAD CONDITION. SATISFACTORY TO THE UTILITY COMPANY. ENGINEER, OWNER AND INSPECTION AGENCIES DOCUMENT ALL SAID LOAD ADJUSTMENTS. H. MANUFACTURERS:BASE OF DESIGN IS SQUARE D, I. MATERIALS SHALL BE NEW AND UNUSED AND THE CATALOGUED PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH MATERIALS. THE MATERIALS SHALL BE OF THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATION REQUIREMENTS, J. LIGHTING FIXTURES SHALL BE AS SHOWN ON THE DRAWING AND SHALL BE FURNISHED WITH LAMPS INSTALLED. CLEAN, RELAMP AND REFURBISH AS REQUIRED FOR LIGHT FIXTURES THAT ARE ETR OR NL. K. ALL GROUNDING SHALL CONFORM TO ARTICLE 250 OF THE NEC REQUIREMENTS. IN ADDITION THERETO AS IMPOSED BY THE DRAWINGS AND THE LOCAL CODE ENFORCEMENT AUTHORITIES HAVING JURISDICTION. WHEN THE WATER MAIN METAL PIPE IS USED AS A SUPPLEMENTAL ELECTRODE, CONNECTION SHALL BE MADE WITHIN 5 FT. OF POINT OF ENTRANCE OF PIPE INTO THE BUILDING. CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALL BE MADE BY MEANS OF EXOTHERMIC WELD. L. FIREPROOF ALL OPENINGS ON FIRE RATED WALLS BY AN UL APPROVED SYSTEM. M. PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT STUB -UP TO ACCESSIBLE CEILING FOR TELEPHONE, TV AND DATA OUTLETS, PROVIDE INSULATING BUSHINGS AT BOTH ENDS AND PULL STRING. N. SUBMITTALS: SUBMIT ELECTRONIC SUBMITTALS VIA E-MAIL FORMATTED AS PDF FILE. 0. CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED USING AN UL APPROVED SYSTEM. REFER TO ARCHITECTURAL FLOOR PLAN FOR LOCATION OF FIRE RATED PARTITIONS. PROVIDE ACOUSTICAL FOAM SEALANT AT ALL DEVICES ON DEMISING PARTITIONS. IF PARTITION IS FIRE RATED, PROVIDE FIREPROOF COMPOUND ON BACK AND SIDES OF THE BOX. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. WHERE WALLS AND PARTITIONS ARE REQUIRED TO HAVE A MINIMUM OF 1-HOUR FIRE -RESISTANCE RATING, BOXES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES OR PROTECTED WITH UL LISTED PUTTY PADS. P. CABLES NOT ENCLOSED IN CONDUITS WITHIN CEILING SPACES SHALL BE AIR PLENUM RETURN FIRE RATED AND MEET THE REQUIREMENTS OF SECTION 602 OF F.M.C. Q. PROVIDE DISK FILE ON CAD 2013 RELEASE WITH "AS BUILT" ELECTRICAL DRAWINGS AT THE COMPLETION OF THE PROJECT. R. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS, S, ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS FOR DEVICES EXACT LOCATIONS, MOUNTING HEIGHTS AND QUANTITIES PRIOR TO BID AND PRIOR TO ROUGH -IN, NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. T. FINAL QUANTITY OF EXIT AND EMERGENCY LIGHTS TO BE DETERMINED BY FIRE MARSHALL. INCLUDE CONTINGENCY FOR 2 ADDITIONAL EXIT LIGHTS AND 2 ADDITIONAL EMERGENCY. U. PROVIDE SWITCHBOARDS WITH THE VOLTAGE AND AMPERE RATINGS FOR THE MAIN BREAKER, THE MAIN BUS AND THE FEEDER BREAKERS AS INDICATED ON THE ONE -LINE POWER RISER DIAGRAM. 1. BUS BARS OF SILVER-PLATED COPPER OR TIN-PLATED ALUMINUM. 2. MOLDED CASE BREAKERS FOR THE MAIN AND FEEDERS. 3, BUS BARS OF SILVER-PLATED COPPER OR TIN-PLATED ALUMINUM. 4, PROVISIONS N FOR LOCKING THE CIRCUIT BREAKER HANDLES ON THE "ON" AND "OFF" 0 PAD OC POSITION. 5. PROVIDE RUBBER INSULATION FLOOR MAT IN FRONT OF SWITCHBOARD FOR ENTIRE LENGTH OF CENTER AND 4 FEET WIDE. V. SWITCHBOARDS, MOTOR CONTROL CENTERS AND TRANSFORMERS SHALL BE MOUNTED ON 4" THICK CONCRETE HOUSEKEEPING PADS. HOUSEKEEPING PADS SHALL EXTEND AT LEAST 2" BEYOND ALL SIDES, FRONT AND BACK OF THE EQUIPMENT EXCEPT WHERE EQUIP. EXTENDS TO WALLS. EXTENSIONS BEYOND SIDES OF THE EQUIPMENT SHALL BE BEVELED. W. ELECTRICAL CONTRACTOR MAY COMBINE CIRCUITS IN A COMMON RACEWAY AS LONG AS CONDUCTORS ARE DEBATED 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. 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. 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. 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. PROVIDE LIGHTNING PROTECTION TO ALL ROOF MOUNTED EQUIPMENT PROVIDED WITHIN THIS SCOPE OF WORK. INTERCONNECT TO EXISTING LIGHTNING PROTECTION SYSTEM. NURSE CALL SYMBOL DESCRIPTION NCMS NURSE CALL MASTER STATION NCTC NURSE CALL TERMINATION CABINET CB CODE BLUE STATION S� SHOWER STATION OD DUTY STATION STAFF STATION -D I�D CORRIDOR DOME LIGHT Z KIP CORRIDOR ZONE LIGHT CEILING/WALL FP SINGLE PATIENT STATION(W/2-WAY AUDIO) [TT- TOILET PULL CORD STATION ❑B - BATH PULL CORD STATION DP DUAL PATIENT STATION (W/2-WAY AUDIO) I� STAFF EMERGENCY AUDIBLENISUAL INDICATING APPLIANCE 37 37 PIN BED CONNECTOR PER AHCA REGULATIONS/MANUFACTURERS SPECIFICATIONS PULL CORD STATION IN SHOWER MUST BE MOUNTED ABOVE THE 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 & 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 ROOMS SHALL HAVE CONSISTENT LOCATIONS. EQUIPMENT LISTING NOTES: ALL EQUIPMENT IN THIS PROJECT SHALL BE UL LISTED (OR US EQUIVALENT) PER THE F.B.C. IF ANY EQUIPMENT IS NOT LISTED A FIELD LISTING BY AN OSHA APPROVED THIRD PARTY WILL BE REQUIRED AS FOLLOWS: 1. EQUIPMENT SUPPLIERNENDOR SHALL SUPPLY DOCUMENTATION, OSHA APPROVED THIRD PARTY LISTINGS, AND E-FILES FOR ALL EQUIPMENT, WIRING, TRANSFORMERS, LIGHTS, ETC. IN THIS PROJECT TO AN ENGINEER WITH PENINSULA ENGINEERING SEVEN (7) WORKING DAYS PRIOR TO INSPECTION FOR REVIEW AND APPROVAL. 2. DEVICES THAT DO NOT MEET OSHA APPROVED THIRD PARTY LISTINGS OR ARE NOT LISTED SHALL BE FIELD LISTED BY A QUALIFIED AGENCY PRIOR TO INSPECTION AND DOCUMENTATION SHALL BE PROVIDED. THIS SHALL BE THE RESPONSIBILITY OF THE EQUIPMENT MANUFACTURER. 3. ALL EQUIPMENT SHALL BE UL 60601 COMPLIANT. ELECTRICAL SYMBOL LEGEND: NOTE: NOT ALL SYMBOLS USED IN THIS PROJECT 2x4 AND 2x2 RECESSED FLUORESCENT LIGHT FIXTURE TO NORMAL CIRCUIT FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT ® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT - ■ FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT " t " t FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CIRCUIT F-3 STRIP FLUORESCENT LIGHT FIXTURE -CEILING, WALL MOUNTED O INCANDESCENT, HID OR COMPACT FLUORESCENT FIXTURE - CEILING MOUNTED, WALL MOUNTED SITE LIGHTING FIXTURE ® EXIT SIGN FIXTURE, SHADED QUADRANT INDICATES FACE, WITH ARROWS AS SHOWN ON PLAN - CEILING MOUNTED, WALL MOUNTED EMERGENCY LIGHTING FIXTURE S 2M 4 1-POLE, 2-POLE, 3-WAY, 4-WAY SWITCH MS MOTION SENSOR LIGHT SWITCH FM_11 M2 OCCUPANCY SENSORS. REFER TO LIGHTING PLAN PP POWER PACK. REFER TO LIGHTING PLAN $ K KEYSWITCH D D3 D4 INCANDESCENT DIMMER SWITCH, 1-POLE, 3-WAY, 4-WAY SWITCH M MP $ yyp MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; "P" INDICATES PILOT LIGHT; "WP" INDICATES WEATHERPROOF 0 DUPLEX RECEPTACLE AT 187AS NOTED, ABOVE COUNTER AT C G 42 IAS NOTED, CEILING MOUNTED, GROUND FAULT TYPE, ISOLATED GROUND 000 TYPE, WEATHERPROOF TYPE,(REFER TO NOTE 10 BELOW) SIMPLEX (AS NOTED) GW (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18"/AS NOTED, ABOVE COUNTER AT 42VAS NOTED $c 1-POLE SWITCH CONNECTED TO CRITICAL CIRCUIT (RED DEVICE) - QUIET TYPE DUPLEX RECEPTACLE (RED DEVICE) AT 18VAS NOTED, ABOVE COUNTER AT 42VAS NOTED CONNECTED TO CRITICAL CIRCUIT (2) DUPLEX RECEPTACLE (RED DEVICES) IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18VAS NOTED, ABOVE COUNTER AT 427AS NOTED CONNECTED TO CRITICAL CIRCUIT 0) E ❑ SPECIAL MOUNTED RECEPTACLE AS NOTED, PUSHBUTTON AS NOTED, TELE-POWER POLE © FINAL CONNECTION TO EQUIPMENT JUNCTION BOXES, MOTOR, TRANSFORMER FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER OR CONTACTOR, COMBINATION ® STARTERIDISCONNECT, ENCLOSED CIRCUIT BREAKER � 120/208 OR 120/240V PANELBOARD ® 277/480V PANELBOARD Ifo SYSTEMS CABINET- FLUSH MOUNTED, SURFACE MOUNTED (AS NOTED) ® TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM RACEWAY -L CONNECTION TO GROUND W P TELEPHONE OUTLET AT 18", WALL TELEPHONE OUTLET AT 54", ABOVE COUNTER, PAY TELEPHONE OUTLET. VVVV PROVIDE 4" SO. MASONRY (DEEP) BOX AND 1" CONDUIT (WITH INSULATING BUSHING) TO ACCESSIBLE CEILING COMPUTER OUTLET, COMPUTER OUTLET 48", PHONE/DATA PROVIDE 4" SQUARE MASONRY BOX AND 1" CONDUIT 0 (WITH INSULATING BUSHING) TO ACCESSIBLE CEILING TV OUTLET, PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT TO ACCESSIBLE CEILING. MOUNT @ 18" TO THE IN CENTER UNLESS OTHERWISE NOTED. 8 k4= SMOKE DETECTOR, SMOKE DUCT DETECTOR [W-AP] WIRELESS ACCESS POINT 0 VOLUME CONTROL SPEAKER ® HEAT DETECTOR DUCT/SMOKE DETECTOR REMOTE INDICATOR LIGHT WIKEYED TEST SWITCH ® SHUTDOWN RELAY, 24V DC LB LOCK BOX MANUAL PULL STATION, FLUSH HORN AND STROBE LIGHT, FLUSH MOUNTED WALUCEILING MOUNT STROBE VE VOICE EVAC SPEAKER VE VOICE EVAC SPEAKER AND STROBE LIGHT, FLUSH MOUNTED EH DOOR HOLDER TC TIMECLOCK TS TAMPER SWITCH FS FLOW SWITCH CM FIRE ALARM CONTROL MODULE "C" INDICATES CEILING MOUNTED BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL, SLASH MARKS INDICATE NUMBER OF CONDUCTORS, LONGER SLASH IS NEUTRAL, (GROUND WIRE NOT SHOWN). 2 #12,1 #12 GROUND IN A 3/4" CONDUIT MINIMUM (UNLESS OTHERWISE NOTED OR MARKED). QUANTITY OF ARROWS INDICATE QUANTITY OF HOMERUNS TO PANELBOARD. PROVIDE EQUIPMENT GROUNDING CONDUCTOR IN ALL BRANCH CIRCUITS. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND. ELECTRICAL SYMBOL LEGEND NOTES: 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE 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. 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 DEBATED AS PER NEC. SHARED NEUTRALS SHALL NOT BE ALLOWED. A DEDICATED NEUTRAL SHALL BE PROVIDED FOR EACH CIRCUIT PER 2008 NEC. 5. COORDINATE ALL LOCATIONS, HEIGHTS AND COLORS WITH ARCHITECTURAL DRAWINGS/DIAGRAMS PRIOR TO ROUGH IN. 6. ALL NEW AND EXISTING COVER PLATES IN THE PROJECT AREA SHALL BE ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. METAL PLATES SHALL BE RED LETERING 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, SECTION 406.8 OF THE 2008 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 FIRE RATED, PROVIDE FIREPROOF COMPOUND ON BACK AND SIDES OF THE BOX OR 5 SIDED WITH APPROVED MATERIAL AS REQUIRED. 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 OR PROTECTED WITH UL LISTED PUTTY PADS. 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. PROVIDE 4" SQUARE BOX AND V 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. 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 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) PROJECT COORDINATOR. 3. PROVIDE WRITTEN NOTIFICATION TO PROJECT COORDINATOR OF TIMES & DATES FOR BUILDING INSPECTIONS OR REVIEW OF CONSTRUCTION BY AUTHORITIES HAVING JURISDICTION. 4. PROVIDE COMPLETED FACILITY 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 FACILITY 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 FACILITY ENGINEERING DEPARTMENT. 7. COMPLY WITH FACILITY POLICIES AND PROTOCOLS FOR CONSTRUCTION AND INFECTIOUS CONTROL. COORDINATE WITH FACILITY. 8. FACILITY SHALL SUBMIT COPIES OF THEIR CONSTRUCTION STANDARDS AND INFECTIOUS CONTROL RISK ASSESSMENT TO AHCA FOR REVIEW. 9. FIRE ALARM AND SMOKE DETECTION SYSTEMS SHALL ALWAYS BE ACTIVE, HEADS MAY BE COVERED DURING HOURS OF CONSTRUCTION BUT THE COVERS SHALL BE REMOVED AT THE END DAY. IF THIS IS IMPOSSIBLE, THEN INSTALL A FIRE WATCH TILL THESE SYSTEMS ARE ACTIVE. 10. IF THE FIRE ALARM OR SPRINKLER SYSTEMS IS OUT OF SERVICE FOR ANY EXTENDED PERIOD OF TIME (I.E. GREATER THAN FOUR HOURS) THEN A FIRE WATCH SHALL BE INSTALLED. SEE 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 FIRE RESISTANT CONDITION. ELECTRICAL SHEET LIST Sheet Number Sheet Name E001 SPECIFICATIONS AND LEGEND - ELECTRICAL E002 SPECIFICATIONS AND LEGEND - ELECTRICAL E101 LOCATION PLAN - ELECTRICAL E201 FIRST FLOOR DEMOLITION PLAN - POWER & SYSTEMS E202 FIRST FLOOR DEMOLITION PLAN - LIGHTING E203 FIRST FLOOR DEMOLITION PLAN - FIRE ALARM/NURSE CALL E301 FIRST FLOOR RENOVATION PLAN - POWER & SYSTEMS E302 FIRST FLOOR RENOVATION PLAN - LIGHTING E303 FIRST FLOOR RENOVATION PLAN - FIRE ALARM/NURSE CALL E401 ROOF RENOVATION PLAN - ELECTRICAL E501 ENLARGED UNIT PLANS - DEMOLITION - ELECTRICAL E502 OVERALL UNIT PLANS LAYOUT - RENOVATION - ELECTRICAL E601 PANEL SCHEDULES - ELECTRICAL E602 PANEL SCHEDULES - ELECTRICAL E701 RISER - ELECTRICAL E702 RISER - FIRE ALARM/NURSE CALL E801 DETAILS - ELECTRICAL E802 DETAILS - ELECTRICAL E901 SKM RISER PROJECT NORTH TRUE NORTH tu io+ California Florida . • . Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3086 VOICE: (407) 246.1688 FAX: (407) 246.1664 http:/Iwww.pelfia.com Email to: pei@peifta.com JOB #: 15384 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC7 INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEEF RF,LRD: G. . r No. V01 0 -0 STATE OF Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: SPECIFICATIONS AND LEGEND - ELECTRICAL E001 C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen-M 4/13/2016 3:10:48 PM © 2015 Studio+ I FIRE ALARM: A. PROVIDE MODIFICATIONS/ADDITIONS TO THE EXISTING FIRE ALARM SYSTEM SIEMENS FIREFINDER TO COMPLY WITH NFPA 101, NFPA 72, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, AND THE CITY OF ZEPHYRHILLS REQUIREMENTS. B. CHIMEIHORN/STROBEISPEAKER 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(a) 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 LIST' 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 HVACGRILLES.(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 21/8" 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/STROBENORNS TO BE DETERMINED BY FIRE MARSHAL INCLUDE CONTINGENCY FOR ? ADDITIONAL CHIMEISTROBE/HORNS AND? SMOKft& W&W4BMENTS L. AS PER FLORIDA BUILDING CODE 5TH EDITION ( CHAPTER 11 SECTION 11.4.1.3(14) ALLOWS "EMERGENCY WARNING SYSTEMS IN MEDICAL CARE FACILITIES MAY BE MODIFIED TO SUIT STANDARD HEALTH CARE ALARM DESIGN PRACTICE". 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 DEVICFFL��t��SITII�I�B�� 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 I 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 TESTNERIFY 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 II CERTIFIED PERSONNEL (3) PERSONNEL LICENSED OR CERTIFIED BY STATE OR LOCAL AUTHORITY V. PROVIDE 120VAC AND FIRE ALARM INTERLOCK TO SMOKE DAMPERS. W. 61 G1 5 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, TIFF, TFN, TFFN, ZF, OR ZFF. CONDUCTORS WITH OTHER TYPES AND THICKNESS OF INSULATION SHALL BE PERMITTED IF LISTED FOR NON -POWER -LIMITED FIRE ALARM CIRCUIT USE. FPN: FOR APPLICATION PROVISIONS, SEE TABLE 402.3. (C) 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 SHALL BE PROVIDED FOR FAILING TO PROVIDE ENOUGH POWER SUPPLIES AND CIRCUITS TO PROVIDE PROPER AUDIBILITY AND VISUAL NOTIFICATIONS. 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 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 DEVICEILIGHT, 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 EQUIPMENTTO 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 DEVICEILIGHT 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. 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 SEGREGATION OF ALL POWER TYPES, DO NOT COMBINE BRANCHES. 20. USE A MINIMUM 2#12,1#12 GND-3/4"C. UNLESS OTHERWISE NOTED. 21. FOR ALL MEDICAL GAS, FIRE ALARM, POWER PANELS. DISCONNECTS AND EQUIPMENT, PROVIDE AN ENGRAVED TAG WITH PANEL DESIGNATION. FOR POWER PANELS, DISCONNECTS AND EQUIPMENT, PROVIDE PROPER VOLTAGE, PHASE, WHERE FED FROM AND THE TYPE OF POWER (NORMAL, CRITICAL, EQUIPMENT OR LIFE SAFETY). COLORS OF EACH POWER TYPE ARE AS FOLLOWS: NORMAL POWER = BLACK FIELD WITH WHITE LETTERS CRITICAL POWER = ORANGE FIELD WITH WHITE LETTERS EQUIPMENT POWER = GREEN FIELD WITH 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 725.61 (A) 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. TESTING, INSPECTIONS AND CERTIFICATIONS: A. EQUIPOTENTIAL 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, 6-0" 6-0" PATIENT BED 3'-6" 6-0" T-6" VERTICALLY ABOVEFLOOR TYPICAL PATIENT ROOM PATIENT VICINITY DISTANCES C. GROUND TEST DOES NOT INCLUDE: 1. SMALL WALL MOUNTED CONDUCTIVE SURFACES, TOWEL AND SOAP DISPENSERS, MIRRORS, BED PANS, ETC. 2. LARGE METAL SURFACES NOT LIKELY TO BECOME ENERGIZED, WINDOW FRAMES, DOOR FRAMES, FLOOR DRAINS AND MOVABLE CABINETS. D. TEST METHOD: 1. BOTH VOLTAGE AND IMPEDANCE MEASUREMENTS MUST BE MADE. 2. ALL MEASUREMENTS MUST BE TAKEN TO A REFERENCE POINT OR IN NEAR AREA BEING TESTED. a. GROUND BAR IN A PANEL SERVING AN AREA. b. GROUND JACK IF ONE EXISTING. C. ESTABLISHED GROUND BUS. d. AN ALL METAL COLD WATER PIPE. e. BE CAREFUL OF WASTE PIPE OR SPRINKLER PIPE BECAUSE OF NO -HUB AND VITAULIC FITTINGS. f. GROUNDING CONTACT OR A RECEPTACLE THAT IS POWERED FROM A DIFFERENT CIRCUIT FROM THE RECEPTACLE UNDER TEST. 3. VOLTAGE MEASUREMENTS ARE TO BE MADE BETWEEN REFERENCE POINT AND APPROPRIATE CONDUCTIVE SURFACES INCLUDING RECEPTACLE GROUND CONTACTS. 4. IMPEDANCE MEASUREMENTS ARE TO BE MADE ONLY BETWEEN REFERENCE POINT AND RECEPTACLE GROUND CONTACTS, E. REQUIRED RESULTS: 1. NEW/EXISTING CONSTRUCTION a. VOLTAGE - MAXIMUM 20MV +/-20% (24 TO 16MV) b. IMPEDANCE - MAXIMUM 0.1 OHM +/-20% (0.12 TO 0.08 OHM) C. IMPEDANCE (QUIET GROUND) - MAXIMUM 0.2 OHM +/- 20% (0.28 TO 0.12 OHM) F. GENERAL COMMENTS: 1. 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. 2. ALSO, TESTS MUST INCLUDE CORRECT POLARITY OF HOT AND NEUTRAL AND GROUNDING BLADE RETENTION FORCE (40Z. MIN.) G. TEST EQUIPMENT: 1, USE A MILLIVOLT METER DESIGNED FOR THIS PURPOSE WITH 1 K OHM INPUT RESISTANCE (+/-10%) AT FREQUENCIES OF 1000HZ OR LESS. 2. USE A HIGH Z MV METER WITH EXTERNAL FREQUENCY SHAPING NETWORK. 3. RECEPTACLE POLARITY TESTER. 4. RETENTION FORCE TESTER OR MANUFACTURER'S DATA VERIFYING COMPLIANCE THROUGH U.L., NEMA OR OTHER TESTS. WIRE SIZE REQUIRED FOR BRANCH CIRCUITS AT LESS THAN 3% VOLTAGE DROP 1 FT 51 Fr 76 FT 101 FT 126 FT 151 FT TO TO TO TO TO TO 50 FT 75 FT 100 FT 125 Fr 150 FT 200 Fr 120V 20A #12 #10 #8 #8 #6 46 30A #10 #8 #6 #6 #6 #4 40A #8 #6 #6 #4 #4 #3 50A #8 #6 #4 #4 #3 #2 208V 1 20A #12 #12 #12 #10 #10 #8 30A #10 #10 #10 #8 #8 #6 40A #8 #8 #8 #8 #6 #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 #110 #1/0 238V 20A #12 #12 #12 #10 #10 #8 1 30A #10 #10 #10 #8 #8 #6 40A #8 #8 #8 #8 #6 #6 50A #8 #8 #8 #6 #6 #4 60A #6 #6 #6 #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 #1/0 CALCULATED USING COPPER WIRE AT 75 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, CHAPTER 5 ARTICLE 505.7.3.1 NO MORE THAN 3% VOLTAGE DROP MAXIMUM FOR BRANCH CIRCUITS. AS PER FBC ENERGY CONSERVATION, CHAPTER 5 ARTICLE 505.7.3.2.. 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. WIRE SIZE REQUIRED FOR BRANCH CIRCUITS AT LESS THAN 3% VOLTAGE DROP 1 FT 51 FT 76 FT 101 FT 126 FT 151 FT TO TO TO TO TO TO 50 FT 75 FT 100 FT 125 FT 150 FT 200 FT 277V 20A 912 #12 #12 #12 #10 #10 30A #10 #10 #10 #10 #8 #8 40A #8 #8 #8 #8 #8 #6 50A #8 #8 #8 #8 46 #6 480V 1 20A #12 #12 #12 #12 #12 #12 30A 910 #10 #10 #10 910 #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 #3 100A #3 #3 #3 #3 #3 #3 480V 3 20A #12 #12 #12 912 #12 #12 30A #10 #10 #10 #10 #10 #10 40A 98 #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 94 #4 44 94 #4 #4 90A #3 #3 #3 #3 #3 #3 100A #3 #3 #3 #3 #3 #3 CALCULATED USING COPPER WIRE AT 75 C. tu i + California I Florida I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO,FL 32803 CA 3086 VOICE: (407) 246.1688 FAX: (407)246.1864 http://www.peiNa.com Email to: pel®peffla.eom JOB M 15384 Copyright • All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS O S 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF RECORD: 91 pq� �f��v3,rt.,w� m6450i ° OF STATE a a ® Lt " s ®p �@r1 W ie4'R�Dep°89 �ryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: SPECIFICATIONS AND LEGEND - ELECTRICAL PROJECT NORTH TRUE NORTH ("A E002 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:10:50 PM 2 ENLARGED ELECTRICAL ROOM 1 1/4" =1'-0" 1 LOCATION PLAN - ELECTRICAL 1/16" =1'-0" 3ENLARGED ELECTRICAL ROOM 2 1/4" =1'-0" GENERAL NOTES: 1. DEVICES SHOWN ARE EXISTING TO REMAIN AND FOR REFERENCE ONLY. 4 ENLARGED ELECTRICAL ROOM 3 1/4" =1'4' ------------ -------- i4 r tU1 EDP OLE) CIRCUIT: #� 13 5 EQ2 - 2,4,6 V}ASHER "4 . E101 :OLD -CIRCUIT.f-2,4,6 E02 - 7,9,11 9 DRYER KEY NOTES: 0 24 HOUR LOCATION. LOCATION OF GENERATOR, FIRE ALARM REMOTE ANNUNCIATOR. 2❑ IMPACT PROTECTION SHALL BE PROVIDED IN THIS PROJECT. COORDINATE WITH ARCHITECT FOR SPECIFICATIONS. EXISTING RTU IS POWERED BY NORMAL BRANCH. THE MOTOR AND CONTROLS WILL BE SEPERATED OUT (EXISTING POINT OF CONNECTION. NORMAL POWER WILL STAY IN PLACE FOR REMAINDER OF UNIT POWER. FUSE PER EQUIPMENT NAMEPLATE.) WITH ANOTHER CONNECTION POINT AND WILL BE POWERED BY EQUIPMENT BRANCH PANEL EQ2. COORDINATE RTU MODIFICATIONS WITH MECHANICAL CONTRACTOR AND MANUFACTURER. UNIT WILL REQUIRE FIELD LISTING BY AN OSHA APPROVED THIRD PARTY LISTING AGENCY (SUCH AS TUV RHEINLAND). ® PROVIDE A 30A, 240V, N-313, 3o HEAVY DUTY FUSED DISCONNECT WITH (3) RK-5 FUSES SIZED PER NAMEPLATE. MOUNT IN A MANNER TO MAINTAIN 3-0" NEC CLEARANCE. CONNECT TO MOTOR AND CONTROLS PER MANUFACTURER INSTRUCTIONS. (MCA = 4A, MOCP =15A) 3#10,1#10GND-3/4"C. -NEW SHUNT TRIP 6 ° EXISTING UTILITY TRANSFORMER T —EXISTING TTB I 0 NEW PANEL EQ. REFER TO RISER DIAGRAM/PANEL SCHEDULE FOR MORE INFORMATION. © PROVIDE A SQUARE D SERVICE ENTRANCE RATED 2000A QUICK CONNECT AND INTERCEPT UTILITY TRANSFORMER AND FEEDER TO EXISTING PANEL MSB. REFER TO RISER DIAGRAM FOR MORE INFORMATION. PROVIDE A DUPLEX RECEPTACLE AND LIGHTING AND CONNECT TO LIFE SAFETY BRANCH. REMOVE EXISTING CIRCUIT BACK TO SOURCE. DEVICES SHALL BE RED WITH ENGRAVED COVER PLATE. CONNECT DUPLEX RECEPTACLE TO EXISTING CIRCUIT LS-9 AND LIGHTING TO EXISTING CIRCUIT LS-21. ® FYI: EXISTING CRITICAL RECEPTACLE AND LIGHT ARE IN EXISTING COMMUNICATION ROOM. 0 ICE MAKER, (1) WASHER AND (1) DRYER SHALL BE CONNECTED TO EQUIPMENT BRANCH POWER. (PANEL EQ2). REMOVE EXISTING CIRCUIT BACK TO SOURCE AND LABEL SPARE. PROVIDE AND UPDATED TYPED PANEL DIRECTORY. JUNCTION AND EXTEND TO PANEL EQ2 IF POSSIBLE. REPLACE DEVICE / COVERPLATE WITH RED DEVICE / COVERPLATE AND ENGRAVE NEW CIRCUIT NUMBER. ENGRAVED TAG SHALL BE GREEN WITH WHITE LETTERS. 1a FYI: EXISTING NURSE CALL SYSTEM IS CONNECTED TO CRITICAL BRANCH (C-24). 11 CONNECT CAN LIGHTS AT FRONT ENTRANCE DRIVE UP CANOPY TO LIFE SAFETY POWER AND CONNECT TO EXISTING LIGHTING CONTACTOR, PROVIDE A SQ-D QO 20A/1 P BREAKER. .s' Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http://www.pelfia.com Email to: pei@peffla.com JOB M 15384 Copyright - All ideas, designs, p methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and in connection with the specified Project. None of the ideas, PENINSULA designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or ENGINEERING wn tsoerverwithoutthewritten permission of Peninsula INC. Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: E ON ROOF OLD CIRCUIT: K-41 EQ2 -19 9❑ ® ICE MACHINE K-61:63:65 3❑ 3#10 1#10GND - _ _ 3/4"C, FAN HEATER ® RTU 5 EQ2 - 8,10,12 K 62:64:66 FAN HEATER y ❑ RTU 6 3 E02-13,15,17 3#10,1#10GND 3/4"C - 1 �y { " ENGINEER F RECORD: E E O C ROB#oa ) 6ge...n"•'�at*'. a00 . - z.-.. '. .: ". - .,, ".:, _. .. ,_.... FLS2-5 --. .;• ...... ,_. ,.. -. ...... ... __ Z_Z.E' �� `•�,I� ••`• �`b°� 0� 11 •� STATE OF b t2 E101 .� ° �®�• R1 Ds. m 4 .. �10 k ' _ RY iVan G. Spangler, PE, FL Reg. No. 64601 PROJECT NORTH TRUE NORTH PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: LOCATION PLAN - ELECTRICAL El 01 OO 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:10:53 PM 0 N1 A-122,124 N1 B-47,49 CIRCUITS FC2 4 PTAC D CIRCUITS 1❑ PTAC-D N1A57 FC24 STk .... A`R!:A N1A1 ;19. M .<1`s 3 26 _ H1 H1 Nib 43,45 NIB-44,46 _ CIRCUITS ❑ 1 PTAC-C PTAC-C PAT,TI T, ;_ FC2-4 N1A 9,11 fY AT T . .. I CIRCUITS ® FC2 4 ❑ CIRCUITS FC2 4 i r _ ^ N1A-1,3 N1A 21,23 N1A 121,123 - F2 F2 _ - PTAC-D G1 AF€ATS PA T If 6 , SEW PRIVATE PA� ��21 . ROOMPAT, - ................................I PAT °IT.T, H1' DING _. TLT _._ ... �. WIT 21 CIRCUITS 1❑ v,. € FC2-4 TLT, N1A-10,12 r 1p ATE 8._. _ G1 N1A-118,120 PTAC-D i I ° N1A-84 H1 SSf .: ,RIVATE PA . II°. I RCUITS O.E W FC2-4 L ] NIA 6,8 3 N1A-117,119 1 FIRST FLOOR DEMOLITION PLAN - POWER & SYSTEMS 1/8'. =1'-0'. SEMI K r 'NIA 646 S«1Ui r,,;- N1A62QUIP, ST � 1,1 1#F-7 *FC2-5 N1A-64�mm �� /r `-FC2-5 In N1A-84 N 1 B-22 14 1FC2-5 (*N1A-58 ® FC2-5 �N1A-58 G N1A-58 N1A-82 N1A-57(5 ... G l N1A 67 ;, N1A-5 7 T.✓. 4, FC2-11 a..x\/ ....- N1A 65 N1A 1 N A.167 G �; ;' v� q. N1A-57� N1Ai5... _. N1A-82 N1A-679) FC2-9 STD1 N1A-61 238 N1A 60 FC2-7 N1 A-61 ...... - PQ N1A-55 0E N1A-63 ' N1A 61, NIA-55(i, OFFICE N1A-61 N1A-55 G N1A-55 �... ii N1A63 (D N1A 63 , .. . . T, s NAF ST TLT, fl V - - 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 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 NOTES: 0 REFER TO ENLARGED ROOM PLANS FOR ADDITIONAL REQUIREMENTS IN PATIENT ROOM. TYPICAL ALL. SALVAGE EXISTING CIRCUITS FOR REUSE IN THE RENOVATION. PROVIDE DEDICATED NEUTRALS FOR EACH CIRCUIT BACK TO SOURCE PANEL. PROVIDE NEW CONDUITS AS REQUIRED DUE TO NEC CONDUIT FILL REQUIREMENTS. 2❑ CIRCUIT FAN TO EQUIPMENT BRANCH. REFER TO RENOVATION FOR MORE INFORMATION. EXISTING NORMAL CIRCUIT N1 B-34:36:38. REMOVE BACK TO SOURCE AND LABEL SPARE. PROVIDE A NEW UPDATED TYPED PANEL DIRECTORY. A n r- A Pe r— 1 A 1^ r% 1/ KEY PLAN 1" = 80'-0', PROJECT NORTH TRUE NORTH Californiatu i • •. I Nevadia Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407)246.1664 http:llwww.pelfia.com Email to: pei@peffla,com JOB 9: 15384 Copyright -All ideas, designs, p methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and in connection with the specified None of the ideas, jectPENINSULA designs, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or ENGINEERING corporation for any purpose whatsoever without the written permission of Peninsula INC. Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGIN Wdt'14 ,,RD: a c". 64601 w �a STATE OF r� ems gle�N�a111t� Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN - POWER & SYSTEMS E201 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:10:54 PM ruaaawaud.��.wlkwwuu� a �- L:.1:l..Ll: I... � 1:1.1/jiYl� u N1k- MI PRRbA,,TE PATIENT B1 r G1 x 18 F2 F2 RRII Al E P AL' T ROOP,4 1❑ ,. NEW PRIVA E RA71ENT ROOM PAT, TLT. ; PRI . A. PATIENT ROOM i 1 'T, .T 2# H1 H1 iw:W PRWATE PATIENT ' S N6 PRIVATE P EDIT s t ...._..._... ....... . R1 31 . l 1 FIRST FLOOR DEMOLITION RCP - LIGHTING 1/8" =1'-0" N1f--a—� NI� N11--�� Ni�-74 STORAGE I OR, . ._ TA 13 R�J1A-74 I N1A 74' N SHOWER R O R N 1 A-74 N1A-71 NIA-71 FC2-19 NIA-83 1\11A 721� NIA-83 NIA 83 NIA 72 N1A-72 N1A-83 NIA-83 NIA-73 NIA-83 NIA-83 N1A-72 � i�A, 72 ! NIA 69 1---- u i N1A-72Ci i M 72 ` FC2-19 k ti o 1M1 A 69 .......................N1A-69 .._ g ;.,�Ia"v1A 72 NIA-69 NIA-69 NIA 7 C--I NJA.72 N1A-72 n........ I NIA 72 N1A-72 '�2.... A-72� FLS2-2 ION NIA 69" m Pkf� F....._.. .........__............ , �.. 'A,69 NIA-72 NIA-72 f1C d NIA-72 ' - 1\11A�-72 NIA-77 ....... ..... - { NIA-69 NIA 69 NIA &9 NIA-69 _8 .. _. 3' 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 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 NOTES: 1❑ REFER TO ENLARGED ROOM PLAN FOR ADDITIONAL REQUIREMENTS IN PATIENT ROOM. TYPICAL ALL. 2❑ PROVIDE CRITICAL LIGHTING FOR THIS ROOM. RECIRCUIT TO CRITICAL BRANCH AND REPLACE SWITCH WITH A RED DEVICE AND RED ENGRAVED COVERPLATE. CONDUIT/J-BOX SHALL BE REMOVED FROM EXISTING CIRCUIT. REPIPE AS REQUIRED AND SPOT PAINT ORANGE. CONNECT NEW LIGHTS TO EXISTING LIFE SAFETY BRANCH. REFER TO RENOVATION FOR MORE INFORMATION. KEY PLAN 1 " = 80'-0" A nr- A nr- IAInr71/ PROJECT NORTH TRUE NORTH studio California I Florida I Nevada Peninsula Engineering, INC. MEP&FP 2016ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 httP:lhvww.Paifla. com Email to: pei@peffla.com JOB M 15384 Copyright - All ideas, designs, p methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc, and were created, evolved and _ developed for use on and in connection with the specified Project. None of the ideas, PENINSULA designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or ENGINEERING for any whatsoever without the written permission of Peninsula INC. Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEEIWR R59PRD: No. 64501 a STATE OF RID 0.0 Bryan G. Spangler, P , FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN - LIGHTING E202 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:10:55 PM 1 L MWMk94-JN41kaY I; 1:..�. , 'PRIVATEPAI10, wl;Pj. P,VA; PATIENT q F�> 5 �. 26 ,. ,,.......' ._ .. SMOKE COMPARTMENT 1E-\ H1 H1 __ x , PAT, TI-V 25 F2 F2 G1 .-:: Bi ..... $T - SEMIPRIVATEPATIENT : , � ROOM _ a.� EQUIP, 24 des .-_':i 7 P* - . Y�ai3., NO', (ai _ < _ M, . C9 PAT, TLPAT, TL A7- _ 0:—sAf.._. fa: _ ..- . 28T �, ............................�� . f vs PyIVATERAI'IE 1 131 I(r 1/8" =1'-0'. \= 14 7 N SHOWER R li t ERL 9 C ' t1 "jlw r a . 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 BETAKEN 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 IS EXECUTONE. 11. EXISTING FIRE ALARM SYSTEM IS SIEMENS FIREFINDER 12. 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 NOTES: 1❑ REFER TO ENLARGED ROOM PLAN FOR ADDITIONAL REQUIREMENTS IN PATIENT ROOM. TYPICAL ALL. 2❑ PROVIDE A NURSE CALL DUTY STATION IN THIS ROOM AND CONNECT TO EXISTING SYSTEM. 3❑ TEST EXISTING NURSE CALL SYSTEM FOR PROPER OPERATION AND FUNCTION IN AREA OF WORK. REPAIR/REPLACE DEVICES THAT ARE NOT WORKING. ® TEST EXISTING FIRE ALARM SYSTEM (TYPICAL ALL DEVICES) FOR PROPER OPERATION AND FUNCTION IN AREA OF WORK. REPAIR/REPLACE DEVICES THAT ARE NOT WORKING. DEVICES SHALL BE PROGRAMMED WITH SMOKE COMPARTMENT IDENTIFICATION. KEY PLAN 1" = 80'-0" A r%r— A ^r— 1A►^r'11 PROJECT NORTH TRUE NORTH . d) Californiatu i + • •, I Nevada Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http:/Iwww.pelfia.com Email to: pei0peifla.com J08 #: 15384 Copyright - All Ideas, designs, p methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and in connection with the specified PENINSULA project None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or fooutther any rpose ENGINEERING whatsoever whatsoever without the written of Peninsula INC. I NC■ Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEERPFiREGPFD: `Q No. 64601 < `� STATE OE A4 10 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR DEMOLITION PLAN - FIRE ALARM/NURSE CALL E203 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:10:56 PM N1B-43,45 N11[344,46 ' - iS�48 0` _. PTAC C PTAC C ��AT1TLT` PTAC D PAT, TLT, _... ' .. F2 F? f s _.. B1 ti , a A ATE PA f P PAT N ROOM-, ' ti ............y ._.. , 21 EMI PRIVATE PA `IE' I' N1 1 C A 64 o ..........z .. Uip, o' y;� ,r� g�q ��qgg� i"reT Tl T 1aD H LDING 3� 2 k�i... 4.e -..,. may- PAT _� d" t d ,., n... 16 ,..... ...__. i 15 ....._ .I y ." — ") 1 fA 161, NI 64 s= : EJ1A 41 _. N1A f 5 NIA-84' , NIA-84 FBI E02 -1,3,5 .�-;,E 7 1 �s % e NIA 41 PAT, TLT. P �. j \ LEAD €� °i r Al 3 P T % �a i T i 3 EsT ._. NA 8,2 J SHOWER .............. t 1 PRIVATE P€ TIEN B1 ROOMG1 . 23 N18 b NIA 118,120 TAC-D PRIVATE r PATIENT R ;.: NEW PRWATE PATIENT ROOM pp>> a. #£„,1,,...-:,...... __. _...i a�its#T:;. Pt{K,Y. rr $• T PVz .ATx i L l ` 9 E...... '............ _. 1-a115 PTAC A f INIA 1114,11 N1A-109,C11E PTAC- ,... H1 .. _ ...... � ..: H1 �r 4 PRIVATE P<'` ENT ROOM 31 NIA 117119 NIA-110,112 PTAC D � t .`,. PTAC-D 1 FIRST FLOOR RENOVATION PLAN - POWER & SYSTEMS 1/8" =1'-0.. - 7 _..... 1 12 13 14 15 6 7 9 NIA-62 NIA 64 NIA 62 WORK 130,011110 1 > NIA-84 yFC 5 FC2 8 FC2710 FC2-5, i = , G NIA-57 FC2-8 �.G FC2-5 \ x'NfA-58 11 A-58 FC2-5 FC2-9 S I CP. _ 233 z FC2-7 AS, , h NIA-63It I , OFFICS ................................33 �l NIA-63 NIA63 38 I1A N1 A-60 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 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. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES AND ARE SHOWN FOR REFERENCE ONLY. KEY NOTES: 1❑ PROVIDE ENGRAVED COVERPLATE INDICATING THE PANEL DESIGNATION AND CIRCUIT NUMBER FOR ALL DEVICES IN PROJECT AREA. 2❑ PROVIDE LIGHTNING PROTECTION ON THE AREA OF WORK AND INSTALL PER NFPA-780. REFER TO LIGHTNING PROTECTION PLAN FOR MORE INFORMATION. PROVIDE DEDICATED NEUTRALS FOR ALL CIRCUITS IN THE AREA OF WORK. RECIRCUIT AND PROVIDE ADDITIONAL CONDUITS AND J-BOXES AS REQUIRED. ® NORMAL, LIFE SAFETY, CRITICAL AND EQUIPMENT BRANCH CIRCUITS SHALL BE COMPLETELY SEPERATE FROM ONE ANOTHER (SEPERATE CONDUITS/J-BOXES) TO EACH SOURCE PANEL. CONNECT AS REQUIRED. PROVIDE AN EQUIPOTENTIAL GROUND INTEGRITY TEST FOR ALL PATIENT CARE AREAS IN THE PROJECT AS REQUIRED BY N FPA-99. © PROVIDE (9) NEW CRITICAL CIRCUITS FOR NEW QUAD RECEPTS AND LIGHTS FOR PROJECT. FC2- 25,27,29,31,33,35,37,39,41. REFER TO PANEL SCHEDULE AND RENOVATION PLANS FOR MORE INFORMATION. REFER TO ENLARGED ROOM PLANS FOR MORE INFORMATION. ® EF-7 SHALL BE REMOVED FROM EXISTING CIRCUIT AND CONNECTED TO EQUIPMENT BRANCH. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE MUST BE LOCATED OUTSIDE OF HARD CEELINGS 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 1" = 80'-0" A nr- A nr IA►nnv PROJECT NORTH TRUE NORTH Californiatu io+' • •. I Nevada Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANOO, FL 32803 CA 3089 VOICE: (407) 2".1688 FAX: (407)246A664 http:/Iwww.pel la.com Email to: pei@peifia.aom JOB #: Mad! Copyright - All ideas, designs, p methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and in connection with the specified None of the ideas, olectPENINSULA designs, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or ENGINEERING corpoever faouttherpose whatsoever without the written permission of Peninsula INC. Engineering, Inc. �pyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF RECORD: G- b wee °fig No. 64601 STATE OF cr ORt i Z' .- ZONAL �� " gIVj,1& Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - POWER & SYSTEMS E301 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:10:58 PM C LIGHTING FIXTURE SCHEDULE FIXTURE FS r,- , i). �.:� ;r fi�1N ! I r PJ�A,N.FA.,TURER�'MODEL # VOLTAGE -AMPS MOUNTING * n N;,TTS El"EG TYPE QUANTITY/TYPE NOTE_=, ,� r 18" FLUSH MOUNT POSSINI: POI 97 120 A19 CEILING FLUSH 180 B 20" PENDANT POSSINI: V6122 120 Al CEILING 180 1 16" FLUSH MOUIJT POSSINI/FARR,AH: 8Y689 120 Ai9 CEILING FUUSH 180 D 20" FLUSH MOUNT POSSINI: 4R270 120 A19 CEILING FLUSH 180 E 24" VANITY HUDSON VALLEY: 6103—SN 120 G9 WAI-L MOUNT 225 F 14" FLUSH MOUNT CRYSTORAMA: 9503-2N 120 Al CEILING FLUSH 180 1, C, 24" VANITY MINKA—LAVERY: T783"I 120 A19 WALL MOUNT )C) 1 H 6" DOWNLIIGHT C COFER: SLD606830W'HJB 120 LEG CEILING RECESSED 12.5 1 ED NURSE NIGHT LIGHT COOPER: MSN—UNV—W UNV LED RECESSED I =' X LED EXIT SIGN BRUSHED AL11tiIlk'UM 1-I'DW NIC- WITH ,>PEEk, LLTTERIIJG COOPER/PRECEPTOR:AA—P—(NUMBER OF FACES)—G UNV LED RECESSED 3 3 GENeRAI NOTES. A. APPROVED EQUALS BY LIGHTING PARTNE:R'S, SESC0/DAYBRITE, UrHOi11A, RIPPLE ASSOCIATES & WESTERN FLORIDA LIGH-PING. NO OTHER MAI,,IUFACTURER SHALL BE ACCEPTABLE OR APPROVED- B. FIXTURE SHALL BE INSTALLED PER. MAH1J.-ACT'.JRER5 IN51RUCTOPIS. C. VERIFY EXACT MOUNTING UVS R'C!'�OIdS AND �IIGHIS WITH AR":HiTECTURAL AND `;1RUC1URAL DETAILS. D. VERiFY C ATA�0�' NUMBER AND VOLTAGE C- L;r._,i f FIXTURE PIRIOfTO R_EA'`E. VER Fl�-GAI�ST PLANS. E. OSRAM S`ILVANIA LAMS AND B ALLA TS OR AEGROVEDi UAL AMPS AND BALLASTS SHALL MATCH TO PROVDE 3J MUfJTH INARR/VY ON LAMPS AND 60 MOH_IH WARRANTY ON BALLASTS. G. THE DIVISION l6 CONTRACTOR SHALL REGISTER THE PROJECT Af.ID i kG\IDE ALL II'•iFORM:ATIOP'! AT LOSE OUT. H. ALL NOTES SHALL BE REVIEWED AND SHALL COV4PLY TO FIXTURE SCHEDULE. I. ALL. DIVISION 16 EQUALS SHAIL BE EN'CINEER APPROVED 10 DAYS PRIOR TO CLOSE OF B 1 D FOR PR0JF_:CT. J- ALL BALLASTS SHALT_ INCLUDE OUiC K DI: C( PdP�Ii=C T. PROVI!CIE A';-EQCiiRED. K. COORDINATE LUMINAIRE, SUPPORT , AND OUTLET BOY ILOCATICJ, WIT THE DU..,TWORK, PIPING, AND EQUIPMENT IHSiAI_i-ATIOW. L. ALL FIXTURE MUST BE UL LISTED. :;CiJ NAC _'OR TO C, RR'Y CCI'S S FCR FIELD 0- LIS-11,IG IF FIX-1URE 1S HOT UL LISTED. M. LED LIGHT FIXTURES SHALL. HAVE A P�'11?�I!MI(JM "RI=91 A111D %:0:OR T IVRM LIRE OF ODOK OR 2500K. N TF: 1. COORDINATE EXACT LOCATION' W11H ARCHITECTURAL DRAWINC`,) PRIOR TO ROUGH —IN. ?. COORDINATE WITH LI Hill`J SUPF'UER-VEP•!DCR FOR L;,A'T !Yi-'E CIF rjlpqMFR RLQtJIrr 3. COORDINATE NUMBER OF FAQ-EE i EVR'CivFhEt,UIREO PRIOR -0 J!RDFF!!a;T. PATIENT R00fvi 21 N1A-74 19 19 FLS2-1 T. TLT. FLS2-1 .. ,. FLS2-1 µ FC21�-19, ❑� �rA i NIA-75 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 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 CONNECTORFOR ALL RELOCATED FLUORESCENT FIXTURES. UL LISTED CONNECTORS ARE MANUFACTURED BY IDEAL,THOMAS AND BETTS AND WAGO, ANY UL LISTED CONNECTOR WILL BE ACCEPTABLE. INSTALL PER MANUFACTURERS SPECIFICATIONS. 8. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES AND ARE SHOWN FOR REFERENCE ONLY. KEY NOTES: CONNECT LIGHTS TO EXISTING LIFE SAFETY CIRCUIT. LS-1 AND CONTACTOR. CONNECT LIGHTS TO EXISTING CRITICAL BRANCH CIRCUIT. PROVIDE A NEW RED SWITCH AND RED ENGRAVED COVERPLATE. ALL JUNCTION BOXES (NEW AND EXISTING) IN CEILING SPACE N1A-71 N1A-71 N1A-71 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 N1A 71 CEILINGS OR CORRIDORS. RELOCATE ALL EXISTING J-BOXES ABOVE AREA OF WORK. PROVIDE ALL NECESSARY ACCESS \� FC21 "19PANELS. N1A 72 )Y �NlA-83 � E, N1A 83 N1A-72 N1A-83 0N1A-72 N1A-83 N1A-83 NIA-73 NIA 83 .. , E .: ..a, % ,: S;GL,«a.... r ' ..'.. ,M�gkoNC $.., 3'$„:a, i'`43gg#i„y� q FC2 19 /,. 2 .•, �. i..M ROOM A I± �i11�.JAT`E. `@a„ ,: :. , ,, PRIVATE - m FC2- CHAA G1„: B1 �H''' H . — 2 FC 1 _ - NIA72 _____,.. F2 F 3 FC219 p� ....-:€v.9a,,.. ,<..,l.es ,:...: .:, --. .- ".-:- i ':. > .` :.'d�'s".S+s€3%€Y.�^7d`+'.�I yy,, ?`'n. �p y g ¢ try y 46,.'k:R'}v3dE2: N1A7 2 1 A 7. I AT..,... tFATa Al ,gat. . _ FLS2 2 N2 t�1A 72� : - I ,Y:• " - . , _. H1 .' H1 N1A-72 NIA-72 N1A-72 l'i a A1I C: _._ fA1t MIA'TT=;d i 7 NA 72 N1A 77 0 ^ f „ 1 FIRST FLOOR RENOVATION RCP - LIGHTING____ 1/8" = V-0" H1fM-69 N1A-69 N1A-69 -a"NBA-69 N1A-M { N1A-69 I1A 69 N1A 69 FAFF 1,11 ..7('.. ... N1A-69 KEY PLAN 1" = 80'-0" A nr- A nr- IA1^M1/ PROJECT NORTH TRUE NORTH tu i a �o California• •, I Nevada Peninsula Engineering, INC. MEP&FP 2018 ALDEN ROAD ORLANDO,FL32803 CA 3089 VOICE: (407) 246.1688 FAk (407)246.1664 http:ltwww.penlo.com Email to: pei@peifla,com JOB M 15384 Copyright. All ideas, designs, D methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and in connection with the specified Project. None of the ideas, PENINSULA designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or any ENGINEERING whatsoever without the written hatscorpoeverwit without permission of Peninsula INC. Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF RECORD: ��yg9�1§fQd2A�s�® ••; V-4 ` No.°46�1 g �» e «� STATE OF % �.; � , � LtI d b g�anG.Spangler, PE rY, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - LIGHTING E302 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:10:59 PM GENERAL NOTES: O studi \ii CORRIDOR _..._. "iJ00 = i{P 11 @ r NL D� ............ NL NE � HROOM5,11 tT J. Bi ...Jll " R AT EN ! F2 T ,.NEW RI .. I ROOMPRIVA E PATIENT rPATIENT ROOM ✓ Y 2 l 35 2 .... H1 H1 - SEERIPRIVATEj r i PATIENT ROOMPATIENT '� j di j 11 ALARM/NURSE CALL ROOM ,. _ b , 9 T9 ;. � E J 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 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. SCREENED DEVICES ARE EXISTING TO REMAIN DEVICES AND ARE SHOWN FOR REFERENCE ONLY. 7. BOLD DEVICES ARE NEW. CONNECT TO EXISTING SYSTEM AND TEST FOR PROPER OPERATION. KEY NOTES: M EXISTING EXHAUST FAN EF-7 SHALL SHUTDOWN WITH AHU DURING FIRE ALARM AND MAINTENANCE. 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. California I Florida I Nevada Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE (407) 246-1688 FAX: (407) 246.1664 http.flwww.peffla.com Email to: pefteNla.com JOB M 15384 Copyright - All ideas, designs, p methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and In connection with the specified Project. Nome of the ideas, PENINSULA designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation forany ENGINEERING whatsoever h without the written permission of Peninsula INC. Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 AHCA COMMENTS CET N ENGINEER Q�, Y �� W 3 n: Y� No. 64601 A STATE. OF s �� Rr0�.m@ t� d0 Bryan G. Spangler, PE, FL Reg. No. 64601 1" = 80'-0" A 11-1 r- A n r- 1 A 1^ r71 / PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: FIRST FLOOR RENOVATION PLAN - FIRE ALARM/NURSE CALL C:\Users\iamesa\Documents\15384 ZEPHYRHILLS HEALTH & REHAB CENTER iamesa-rvt PROJECT NORTH 717 TRUE NORTH E303 © 2015 Studio+ b 1 ROOF RENOVATION PLAN - ELECTRICAL 1/8" =1'-0" LEGEND LIGHTNING PROTECTION NOTES: NO. AT12CB, MAXWELL 3/8" x 12" BLUNT TIPPED SOLID COPPER 1. THE COMPLETED SHALL MEET THE REQUIREMENT OF THE O AIR TERMINAL WITH ALUMINUM SIDE MOUNT OR SADDLE BASE NATIONAL FIRE PROTECTION ASSOCIATION'S LIGHTNING AT RIDGE CONCEALED PROTECTION CODE-2014(NFPA 780) AND THE "INSTALLATION REQUIREMENTS FOR LIGHTNING O NO. AT12AB, MAXWELL 1/2" x 12" BLUNT TIPPED SOLID ALUMINUM PROTECTION SYSTEMS, UL96A" OF UNDERWRITERS AIR TERMINAL WITH ALUMINUM SIDE MOUNT BASE LABORATORIES, INC. NO. AT12AB, MAXWELL 1/2" x 12" BLUNT TIPPED SOLID ALUMINUM 2. ALUMINUM LIGHTNING PROTECTION SYSTEM AIR TERMINAL WITH ALUMINUM FLAT BASE COMPONENTS SHALL NOT BE MOUNTED TO COPPER SURFACES. COPPER COMPONENTS SHALL BE USED NO. A24, CLASS I ALUMINUM LIGHTNING CONDUCTOR (24 TO AVOID ELECTROLYTIC CORROSION. STRANDS OF 14 AWG WIRES -102 LB PER 1000 FT) (2) ASSEMBLY OF (2) NO. GR3S, 5/8 x 10' COPPER CLAD STEEL GROUND ROD SECTIONS (TOTAL LENGTH 20'-0") INSTALLED T INLINE 20 FT. APART. USE GROUND ROD CADWELD CONNECTION TO DOWNLEAD. INCLUDE PLASTIC TEST WELL AT EA GROUND ROD LOCATION 3. GROUND METAL BODIES WITHIN THE BONDING DISTANCE DETERMINED BY NFPA 780-2014 SHALL BE BONDED TO THE SYSTEM IN ACCORDANCE WITH CODE REQUIREMENTS. 4. UNDERGROUND METALLIC PIPING ENTERING THE BUILDING SHALL BE BONDED TO THE NEAREST DOWN CONDUCTOR OR GROUND ELECTRODE. 5. ADHESIVE USED WITH ADHESIVE AIR TERMINAL BASES AND CONDUCTOR FASTENERS SHALL BE COMPATIBLE WITH ROOFING MEMBRANE -VERIFY WITH ROOFING CONTRACTOR. 6. AIR TERMINALS HAVE BEEN LOCATED ON THE ROOF TOP EQUIPMENT AS REQUIRED. IF THE METAL THICKNESS OF AN OBJECT IS 3/16" OR GREATER, AIR TERMINALS MAY BE ELIMINATED IF THE OBJECT IS PROPERLY CONNECTED TO THE SYSTEM. 7. ALL ELEVATIONS ARE APPROXIMATE AND ARE TAKEN FROM AVERAGE GRADE. 8. LIGHTNING PROTECTION FLAT BASES AND ROOF FASTENERS (EVERY 3ON CENTER) WILL BE ADHERED DIRECTLY TO THE ROOF MEMBRANE AS SPECIFIED. 9. REFER TO LIGHTNING PROTECTION DETAILS FOR MORE INFORMATION. KEY PLAN 1" = 80'-0" A nr- A nr- lA1^n1/ PROJECT NORTH TRUE NORTH Californiatu i + • •, I Nevada Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http:ltwww.pe if la.com Email to; pel@pelRa.com J08 M 15384 Copyright • All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEERjCORD: a z AD' g '1 OF F ��o rs�"•:Q y Q� n a a b �e 0. �.�: ��ea ^s Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ROOF RENOVATION PLAN - ELECTRICAL E401 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:11:01 PM 4 ENLARGED UNIT PLAN H1 - FIRST FLOOR DEMOLITION - ELECTRICAL 1/4" =1'-0" J 2 ENLARGED UNIT PLAN F2 - FIRST FLOOR DEMOLITION - ELECTRICAL 1/4" =1'-0" I//LULL/ii P O, ` L f, ........................ ......... i ........ G1 5rMJ ,f,4TV` PATEN ROO , ........... 5 9 283, W J-) noun' 3 ENLARGED UNIT PLAN G1 - FIRST FLOOR DEMOLITION - ELECTRICAL 1/4" =1'-0" 1 ENLARGED UNIT PLAN B1- FIRST FLOOR DEMOLITION - ELECTRICAL 1/4" =1'.0" 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 BETAKEN 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 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 NOTES: 0 PROVIDE ENGRAVED COVERPLATE INDICATING THE PANEL DESIGNATION AND CIRCUIT NUMBER FOR ALL DEVICES IN PROJECT AREA. 2❑ PROVIDE DEDICATED NEUTRALS FOR ALL CIRCUITS IN THE AREA OF WORK. RECIRCUIT BACK TO SOURCE AND PROVIDE ADDITIONAL CONDUITS AND J-BOXES AS REQUIRED. 3❑ NORMAL, LIFE SAFETY, CRITICAL AND EQUIPMENT BRANCH CIRCUITS SHALL BE COMPLETELY SEPERATE FROM ONE ANOTHER (SEPERATE CONDUITS/J-BOXES). PROVIDE NEW CONDUITS/J-BOXES AND CONNECT AS REQUIRED. ® PROVIDE AN EQUIPOTENTIAL INTEGRITY TEST FOR ALL PATIENT CARE AREAS IN THE PROJECT AS REQUIRED BY NFPA- 99. EXISTING LIGHTING IN THE TOILET AND PATIENT ROOM WILL BE REPLACED WITH NEW LIGHTS. RECIRCUIT AS SHOWN ON RENOVATION PLAN. © THIS ROOM WILL BECOME A PRIVATE ROOM. ❑� REMOVE DEVICE, CIRCUIT, CONDUIT, ETC. PROVIDE A NEW QUAD RECEPTACLE ON CRITICAL BRANCH (RED DEVICE, RED ENGRAVED COVERPLATE). ® PROVIDE A QUAD RECEPTACLE ON NORMAL BRANCH. 9❑ LIGHTING ON CRITICAL BRANCH WILL BE REQUIRED. REFER TO THE RENOVATION PLAN FOR MORE INFORMATION. PROJECT NORTH TRUE NORTH tu i0+1 California• •. I Nevada Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO,FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http://www.pelfla Email to: pei0pelffa.com J08 M: 15384 Copyright - All ideas, designs, p methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and in connection with the specified Noceofthe ideas, PENINSULA designs, arrangements, methods designs, or plans shell be used by or disclosed to any person, firm or ENGINEERING rwrpoever fooutthewose whatsoever without the written permission of Peninsula INC. Engineering, Inc. ©opyright ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF RECORD: S° m p� ° B � OF a 'l ON - Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: ENLARGED UNIT PLANS - DEMOLITION - ELECTRICAL E501 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:11:03 PM 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 NOTES: 1❑ NIGHT STAND SHALL BE PROVIDED WITH A FIXED LAMP FOR USE AS GENERAL LIGHTING. LAMP SHALL HAVE SWITCH CONTROL CONVENIENT FOR USE AT THE LUMINARY. PROVIDED BY OWNER. z❑ NURSE CALL SYSTEM DOES NOT CONTROL LIGHTING OR TV. UTILIZE EXISTING SYSTEM. DOME LIGHTS ARE EXISTING. 0 COORDINATE EXACT MOUNTING HEIGHT OF RECEPTACLE, TV OUTLETS, CABLE OUTLET WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. ® REFER TO HEADWALL ELEVATION DETAIL ON THIS SHEET. 5❑ BED SHOWN AT ANGLE IS ALTERNATE BED LOCATION. TYPICAL ALL. CEILING CRITICAL NORMAL ONE (1) ONE (1) CIRCUIT CIRCUIT rf .I rr rr ro it rr rr CRA NA PATIENT BED 48" MIN, 48" MIN, PATIENT STATIO FLOOR NOTES: 1. ALL RECEPTACLES AT THE HEADWALL SHALL BE HOSPITAL GRADE. 2, ALL DEVICE LOCATIONS AT THE HEADWALL SHALL BE COORDINATED WITH ARCHITECTURAL MILLWORK PRIOR TO ROUGH -IN, A. PROVIDE A MINIMUM OF FOUR (4) DUPLEX RECEPTACLES FOR EACH PATIENT BED (DIVIDED ON BOTH SIDES OF THE BED). B. TWO (2) RECEPTACLES SHALL BE CONNECTED TO CRITICAL BRANCH POWER, RECEPTACLES AND COVERS SHALL BE RED. C. TWO (2) RECEPTACLES SHALL BE CONNECTED TO NORMAL BRANCH POWER. D. THERE SHALL NOT BE MORE THAN SIX (6) DUPLEX RECEPTACLES PER CIRCUIT. E, CRITICAL BRANCH CIRCUITS SHALL BE FROM THE SAME PANEL BOARD. F. NORMAL BRANCH CIRCUITS SHALL BE FROM THE SAME PANEL BOARD. G. ALL RECEPTACLE COVERS SHALL HAVE ENGRAVED COVER PLATES PER SPECS TO INDICATE THE PANEL BOARD AND CIRCUIT NUMBERS SERVING THAT DEVICE, H. PANEL BOARD WITH BRANCH CIRCUIT OVER -CURRENT DEVICES SHALL BE READILY ACCESSIBLE TO NURSING STAFF AND AUTHORIZED PERSONNEL. HEADWALL ELEVATION DETAIL SCALE: NONE PROJECT NORTH TRUE NORTH 71/ Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX. (407) 246.1664 http.*Iiwww.peffia.com Email to: pefteHlaxom JOB #: 16384 Copyright - All Ideas, designs, p — methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified PENINSULA Protect. None of the Ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or ENGINEERING corporation for any purpose whatsoever without the written permission of Peninsula INC. Engineering, Inc. ©opyrlght 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: 1 1 07/29/16 JAHCA COMMENTS ENGINEER QFdCORD: ,0 Ca �� G k a • • STATE OF fl a Qf ®.• •®: �s •• � Off' �®n �; �� Nit-- Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER -10 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: OVERALL UNIT PLANS LAYOUT - RENOVATION - ELECTRICAL E502 C:\Users\iamesa\Documents\15384 ZEPHYRHILLS HEALTH & REHAB CENTER iamesa.rvt PANEL SCHEDULE: EQ EXISTING VOLTS: 120/208 TYPE: SO-D NQOD BOLT -ON PHASE: 3 NEMA: 1 M.L.O. WIRE: 4 KAIC: 22 EXISTING PANEL RATED: 225 A FED FROM: EDP INDOOR PANEL OVERLOAD PROTECTION: 100 A LOCATION: ELECT.191 SINGLE PANEL SURFACE EQUIPMENT Notes: 1. REMOVE BREAKER FROM PANEL, PROVIDE A NEW 100A SUB -FEED LUG KIT TO FEED A NEW EQUIPMENT BRANCH PANEL - EQ SECTION 2. 2. CONFIRM EXISTING LOAD. RELOCATE LOAD TO EXISTING PANEL EDP. IF IT IS DETERMINED LOAD MUST REMAIN. 3. REPLACE BREAKER WITH A NEW 22KAIC RATED BREAKER. 4. PANEL WAS RECORDED FOR 30 DAYS. EXISTING LOAD = 38.02A / 13.7KVA x 1.25% = 47.53A / 17.1 KVA. PANEL SCHEDULE: N1 A EXISTING VOLTS: 120/208 PHASE : 3 WIRE: 4 PANEL RATED: 400 A PANEL OVERLOAD PROTECTION: 300 A Notes: 1. PANEL IS SHOWN FOR REFERENCE ONLY. 2. CONTRACTOR SHALL TRACE AND IDENTIFY CIRCUITS FEEDING PROJECT AREA. 3. PROVIDE AN UPDATED TYPED PANEL DIRECTORY AT PROJECT COMPLETION. 4. REFER TO REVISED PANEL N1A FOR LOAD. C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:11:05 PM EXISTING TYPE: SQ-D NQOD NEMA: 1 KAIC: 22 FED FROM: MSB LOCATION: ELECT. 38 0 kVA 0 kVA BOLT -ON M.L.O. EXISTING INDOOR SINGLE PANEL SURFACE NORMAL 0 kVA 0 kVA PANEL SCHEDULE: E02 NEW VOLTS: 120/208 TYPE: SQ-D NQOD BOLT -ON PHASE: 3 NEMA: 1 M.L.O. WIRE: 4 KAIC: 22 NEW PANEL RATED: 225 A FED FROM: EDP INDOOR PANEL OVERLOAD PROTECTION: 100 A LOCATION: ELECT. 191 SINGLE PANEL SURFACE EQUIPMENT Load CKT POL A B C A B C POL CKT Load Classification NO LOAD SERVED CB E NOTE NOTE E CB LOAD SERVED NO Classification 1 577 - = - 840 - 2 - HVAC 3 EF-7 15A 3 1 577 840 1 3 20A WASHER 4 Receptacle 5 ! 577 840 6 7 1560 480 8 Receptacle 9 DRYER 30 A 3 1 1560 480 1 3 15 A RTU-5 MOTOR/CONTROLS 10 HVAC 11 - - 1560 �480 12 13 480 0 1 20 A SPARE 14 HVAC 15 RTU 6 MOTOR/CONTROLS 15 A 3 1 480 i 0 1 20 A SPARE 16 17 480 _ 0 1 20 A SPARE 18 Receptacle 19 ICE MAKER 30 A 1 1 1440 0 ( - SPACE 20 - - 21 SPARE 20 A 1 0 0 SPACE 22 -- 23 SPARE 20 A 1 0 0 ', -- -- SPACE 24 -- 25 SPARE 20 A 1 0 , _ 0 1 I SPACE 26 27 SPACE - - 0 0 SPACE 28 29 SPACE 0 0 SPACE 30 31 SPACE 0 0 -- SPACE 32 33 SPACE 0 0 SPACE 34 35 SPACE -'" 0 = 0 SPACE 36 37 SPACE 0 200 38 39 SPACE - , ' 0 0Y 2 3 30 A SPD 40 Power 41 SPACE 0 el 0 42 Total Load: 5577 VA 3937 VA 3937 VA EXISTING METERED PHASE A PHASE B PHASE C LOAD X 125% HVAC 4610 VA 100.00% 4610 VA Power 200 VA 100.00% 200 VA Receptacle 8640 VA 100.00% 8640 VA 13 kVA 13 kVA Notes: 1. NEW LOAD IN THIS PROJECT. 2. PROVIDE A SURGE PROTECTOR DEVICE FOR PANEL. CONNECT PER MANUFACTURER SPECIFICATIONS. PQ PROTECTION (POWER LOGICS, INC.) MODEL POC100 OR APPROVED EQUAL. 3. AMPERAGE = 36A / 13KVA. PANEL SCHEDULE: N1 A REVISED VOLTS: 120/208 TYPE: SQ-D NQOD BOLT -ON PHASE: 3 NEMA: 1 M.L.O. WIRE: 4 KAIC: 22 EXISTING PANEL RATED: 400 A FED FROM: MSB INDOOR PANEL OVERLOAD PROTECTION: 300 A LOCATION: ELECT. 38 SINGLE PANEL SURFACE NORMAL Load CKT POL A B C A B C POL CKT Load Classification NO LOAD SERVED CB E NOTE t NOTE E CB LOAD SERVED NO Classification Receptacle 1 Receptacle Space 6 20 A 1 1100 1100 1 1 20 A Receptacle Space 21 2 Receptacle Receptacle 3 Receptacle Room 8 20 A 1 1100 1100 1 20 A Receptacle Space 21 4 Receptacle Receptacle 5 Receptacle Room 12, 6, 1 20 A 1 1080 1100 ! 1 20 A Receptacle Space 14 6 Receptacle Receptacle 7 Receptacle Room 6, 5 20 A 1 1080 1100 1 20 A Receptacle Space 14 8 Receptacle Receptacle 9 Receptacle Room 3, 2 20 A 1 1100 .. 1100 1 20 A Receptacle Room 4 10 Receptacle Receptacle 11 Receptacle Room 5 20 A 1 _ 1100 ._. _. 1100 1 20 A Receptacle Space 3 12 Receptacle Lighting 13 Lighting 20 A 1 1620 1100 1 20 A Receptacle Space 23 14 Receptacle Lighting 15 Lighting 20 A 1 1620� 1080 1 20 A Receptacle Room 24, 29, 22, 19... 16 Receptacle Receptacle 17 Receptacle Room 1, 8, 10, 2, 5, 9 20 A 1 1080 i 1100 1 20 A Receptacle Space 22 18 Receptacle -- 19 SPARE 0 A 1 0 1160 1 20 A Receptacle Space 22 20 Receptacle Receptacle 21 Receptacle Room 8, 27 20 A 1 1100 1080 1 20 A Receptacle Room 22, 18,19 22 Receptacle Receptacle 23 Receptacle Space 9 20 A 1 1100 1080 1 20 A Receptacle Space 20 24 Receptacle -- 25 LINCOLN REC. RM. 12 20 A 1 900 900 1 20 A LINCOLN REC. RM. 7 26 - 27 LINCOLN REC. RM. 12 20 A 1 900 900 1 20 A LINCOLN REC. RM. 7 28 29 LINCOLN REC. RM. 10 20 A 1 900 9 900 1 20 A LINCOLN REC. RM. 9 30 31 LINCOLN REC. RM. 10 20 A 1 900 — - 900 1 1 20 A LINCOLN REC. RM. 9 32 - - 33 LINCOLN REC. RM. 8 20 A 1 ! .,,. •;, 900 900 1 20 A LINCOLN REC. RM. 11 34 - 35 LINCOLN REC. RM. 8 20 A 1 900 -- 900 -- 1 20 A LINCOLN REC. RM. 11 36 -- - 37 KENNEDY LIGHTS. RM. 2,4,6 20 A 1 360 360 - 1 20 A KENNEDY LIGHTS 1,3,5 - 38 - 39 LINCOLN LIGHTS RM. 1,3,5 20 A 1 360 360 1 20 A KENNEDY LIGHTS 7,9,11 40 - 41 REC. LOBBY 20 A 1 900 ' i:; 360 1 20 A KENNEDY LIGHTS 8,10,12 42 -- Total Load: 12520 VA 13600 VA 13600 VA EXISTING METERED PHASE A PHASE B PHASE C LOAD X 125% a 42 011 Lighting 3240 VA 125.00% 4050 VA Receptacle 22980 VA 71.76% 16490 VA Spare 13500 VA 100.00% 13500 VA Notes: 1. PANEL IS SHOWN FOR REFERENCE ONLY. 2. CONTRACTOR SHALL TRACE AND IDENTIFY CIRCUITS FEEDING PROJECT AREA. 3. PROVIDE AN UPDATED TYPED PANEL DIRECTORY AT PROJECT COMPLETION. 4. AMPERAGE = 83.3A / 30KVA. Im 40 kVA 34 kVA PROJECT NORTH studio California I Florida I Nevada Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http://www.peifia.com Email to: pei@peifla.com JOB M 15384 Copyright - All ideas, designs, p methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified Project. None of the ideas, PENINSULA designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or purpose corpENGINEERING whatsoever withoufor t whatsoever without the written permission of Peninsula INC. Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF RECORD: O ¢ f, . Tj g �14;.4 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: PANEL SCHEDULES - ELECTRICAL TRUE NORTH (_T� E601 © 2015 Studio+ as a PANEL SCHEDULE: FC2 EXISTING VOLTS : 120/208 PHASE : 3 WIRE: 4 PANEL RATED: 225 A PANEL OVERLOAD PROTECTION: 40 A EXISTING TYPE: SQ-D NQOD BOLT -ON NEMA: 1 M.L.O. KAIC: 10 EXISTING FED FROM: EDP INDOOR LOCATION: ELECT. 38 SINGLE PANEL SURFACE CRITICAL Load Classification CKT NO LOAD SERVED CB POL E NOTE _—] A B C A B C NOTE POL E CB LOAD SERVED 1 CKT Load NO Classification 1 REC. TTB 20 A 1 _ 0 J 0 0 �- i 0 i 0 � 0 � 0 0 1 0 0 0 0 0 0 - _ 0.,' �� -o 0 I 0 _. i -- ---- 0 0 1 20 A RECEPTION FAX MACHINE 2 3 LINCOLN RM. 1,3,5 20 A 1 1 20 A SPARE 4 - 5 REC. NURSE STATION 20 A 1 1 20 A TOUCHSCREEN RECS. 6 - -- 7 REC. MED. PREP 20 A 1 � 1 20 A REC. NOURISH STATION 8 -- 9 REC. MED. PREP 20 A 1 1 20 A REC. NOURISH STATION 10 -- - 11 REC. MED. PREP 20 A 1 1 20 A LINCOLN REC. RM. 2,4,6 12 -- 13 WASHINGTON RM. 4,6,8 20 A 1 1 20 A LINCOLN REC. RM. 8,10,12 14 - - 15 WASHINGTON RM. 1,2,3 20 A 1 1 20 A LINCOLN REC. RM. 7,9,11 16 - -- 17 WASHINGTON RM. 5,7,9 20 A 1 1 20 A SPARE 18 -- - 19 LIGHT NURSES STATION 20 A 1 1 20 A QUADS IN CONE. PHONE 20 - 21 DUCT HEATER L.R. 30 A 2 2 _ 0 - 0 0 0 1 , 20 A LIGHT ELECTRICAL RM. 22 - 23 1 20 A PROJECTOR PLUG EDUC. RM. 24 25 SPACE - 1 - 0 0 1 SPACE 26 27 SPACE 1 0 - - 0 - - - -- 0 0 0 0 0 0 1 SPACE 28 29 SPACE 1 SPACE 30 - 31 SPACE - 1 -- - SPACE 32 -- - 33 SPACE -- - 1 -- - SPACE 34 - 35 SPACE - 1 0 0 0 0 L1 - SPACE 36 37 SPACE - 1 SPACE 38 39 SPACE - 1 0 0 0 0 - OVA 0 VA OVA ISPACE 40 - 41 SPACE 1 ISPACE 42 - Total Load: EXISTING METERED PHASE A PHASE B PHASE CMI ° LOAD X 125 /° I Notes: 1. NEW CIRCUIT FOR PROJECT. PROVIDE A NEW SQ-D QOB 20A/1 P BREAKER. 2. REMOVE LOAD AND BREAKER FROM PANEL. RELOCATE TO NORMAL POWER PANEL K. PROVIDE BLANK PLATES. 3. CONTRACTOR SHALL TRACE AND IDENTIFY CIRCUITS FEEDING PROJECT AREA. 4. PROVIDE AN UPDATED TYPED PANEL DIRECTORY AT PROJECT COMPLETION. 5. REFER TO REVISED PANEL FC2 FOR LOAD. ECTED LOAD 0 kVA ND LOAD "' .. 0 kVA 3E CAPACITY =L AMPS PANEL SCHEDULE: FC2 VOLTS: 120/208 PHASE: 3 WIRE: 4 PANEL RATED: 225 A PANEL OVERLOAD PROTECTION: 40 A REVISED TYPE: SO-D NQOD NEMA: 1 KAIC: 10 FED FROM: EDP LOCATION: ELECT. 38 BOLT -ON M. L.O. EXISTING INDOOR SINGLE PANEL SURFACE CRITICAL Load Classification CKT NO LOAD SERVED CB POL E NOTE A B 11 - 0 C A 0 B LNOTE C T - POL E 1 CB 20 A LOAD SERVED RECEPTION FAX MACHINE CKT NO 2 Load Classification 1 REC. TTB 20 A 1 3 LINCOLN RM. 1,3,5 20 A 1 0— 0 0 0 1 20 A SPARE 4 5 REC. NURSE STATION 20 A 1 J 1 20 A TOUCHSCREEN RECS. 6 7 REC. MED. PREP 20 A 1 0 - 0 ! 0 1 20 A REC. NOURISH STATION 8 - - 9 REC. MED. PREP 20 A 1 0 1 20 A REC. NOURISH STATION 10 -- 11 REC. MED. PREP 20 A 1 0 - 0 0 1 20 A LINCOLN REC. RM. 2,4,6 12 13 WASHINGTON RM. 4,6,8 20 A 1 0 0 0 j '' 0 � _ -� 1 20 A LINCOLN REC. RM. 8,10,12 14 15 WASHINGTON RM. 1,2,3 20 A 1 0 _ 1 20 A LINCOLN REC. RM. 7,9,11 16 -- 17 WASHINGTON RM. 5,7;9 20 A 1 ', _ � 1 20 A SPARE 18 -- - 19 LIGHT NURSES STATION 20 A 1 0 0 1 20 A QUADS IN CONF. PHONE 20 - 21 SPACEi __ 0 _ 0 0 0 1 20 A LIGHT ELECTRICAL RM. 22 - 23 SPACE -- 1 20 A PROJECTOR PLUG EDUC. RM. 24 - Receptacle Receptacle 25 27 Receptacle Room 23, 22 Receptacle Room 21, 19, 20 20 A 20 A 1 1 1 1 1080 1080 1 { 1080 1080 1080 _ - 0 T 0 I _ - 1 1 20 A 20 A Lighting Space 23 Lighting Space 9 26 28 Lighting Lighting Receptacle P 29 Receptacle Room 14, 21 p 20 A 1 1 - - SPACE 30 Receptacle 31 Receptacle 20 A 1 1 1080 - - - SPACE SPACE 32 34 -- Receptacle 33 Receptacle Room 5, 6 20 A 1 1 1080 I 720 0 0 Receptacle 35 Receptacle 20 A 1 1 i SPACE 36 Receptacle 37 Receptacle Room 9 20 A 1 1 720 200 3 3 30 A SPD 38 Power Lighting; LTG 39 Room 8, 4, 3, 10, 2, 1, 6, 7, 12, ... 20 A 1 1 ; 1668 1643i 0 0 40 Lighting; LTG 41 Room 25, 15, 29, 18, 24, 14, 21,... 20 A 1 1 42 Total Load: 4160 VA 4908 VA 3443 VA EXISTING METERED PHASE A PHASE B PHASE C LOAD X 125% Lighting 2735 VA 125.00% 3419 VA Power 200 VA 100,00% 200 VA Receptacle 6840 VA 100.00% 6840 VA LTG 2760 VA 100.00% 2760 VA rffis 4EL TOTALS -AL CONNECTED LOAD 13 kVA -AL DEMAND LOAD.13 kVA E to LINE VOLTAGE - - - -- - IRE CAPACITY tEL AMPS - Notes: 1- NEW CIRCUIT FOR PROJECT. 2. PROVIDE AN UPDATED TYPED PANEL DIRECTORY AT PROJECT COMPLETION. 3. PROVIDE A SURGE PROTECTOR DEVICE FOR PANEL. CONNECT PER MANUFACTURER SPECIFICATIONS. PQ PROTECTION (POWER LOGICS, INC.) MODEL PQC100 OR APPROVED EQUAL. 4. AMPERAGE = 27.8A / 10KVA (INCLUDES EXISTING LOADS). PROJECT NORTH Californiatu i + - ... Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3088 VOICE: (407) 246-1688 FAX:(407) 246.1664 http: iiwww.pa ifia.com Email to: pei@peifla,eom JOB #: 15384 Copyright - All ideas, designs, 0 methods and plans indicated or — represented by this drawing are -- owned by and the property of — Peninsula Engineering, Inc. and — — were created, evolved and _ developed for use on and in connection with the specified project. None of the ideas, PENINSULA designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose ENGINEERING whafscever without the written permission of Peninsula /'� IN Engineering, Inc. V e ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF RECORD: V " i a p y '6..A,,aaL �,e '� ae;44'�EFEbbe� W a ,,yyll Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: PANEL SCHEDULES - ELECTRICAL TRUE NORTH (-N E602 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:17:38 PM m r qn;, in ©® SHUNT QUICK CONNECT KIRK -KEY CABINET N-3R TRIP 1800A 1800A K K:' N G< 6 SETS (4)400MCM - 4"C. EXISTING DUKE ENERGY---- 6 SETS (4)400MCM, UTILITY TRANSFORMER (1)250MCM GND. - 4"C. 120/208V,30 11 62,240A 12 12 300 KVA EXISTING METER XFORMER #3/0 CU TO 30' x 3/4" COPPER WELD GROUND ROD W/CADWELD CONNECTION - #3/0 AWG TEMPORARY ROLL -UP GENERATOR - LEVEL 1, TYPE 10 CLASS 48 EMERGENCY TEMPORARY GENERATOR IN A CLASS II SOUND ATTENUATED ENCLOSURE. 277/480V 3, N-3R, 150 MPH W/72HR. SUB -BASE DIESEL FUEL TANK TEMPORARY FEEDERS QUICK CONNECT OPERATION DURING LOSS OF NORMAL UTILITY rI�IAir-n NOTE: QUICK CONNECT AND NORMAL UTILITY POWER SHALL NOT BE PARALLELED AT ANY TIME. PROVIDE AN ENGRAVED PLAQUE ON QUICK CONNECT WITH SEQUENCE OF OPERATION. 1. NORMAL UTILITY POWER HAS FAILED AND THE AUTOMATIC TRANSFER SWITCH HAS TRANSFERRED TO EMERGENCY POWER AND THE GENERATORS ARE RUNNING. 2. TURN OFF NORMAL FEEDER BREAKER TO THE ATS LISTED BELOW: LOCATED IN MSB: ATS 3. TURN OFF NORMAL MAIN BREAKER AND KIRK KEY OFF. 4. FOLLOW MANUFACTURERS OPERATION INSTRUCTIONS FOR QUICK CONNECT 5. CONNECT MOBILE ROLL UP GENERATOR TO QUICK CONNECT AND OPEN KIRK KEY (CLOSE BREAKER). 6. START MOBILE ROLL UP GENERATOR, GENERATOR WILL BE UNDER NO LOAD AT THIS TIME. 7. AT THIS STAGE ALL NORMAL POWER WILL BE POWERED BY THE MOBILE ROLL UP GENERATOR AND ALL EMERGENCY POWER WILL BE POWERED BY THE GENERATOR. 8. REVERSE ORDER ABOVE ONCE NORMAL UTILITY POWER IS RESTORED. 9. CONTRACTOR SHALL PROVIDE A PLAQUE WITH THE INSTRUCTIONS STATED ABOVE ON FRONT OF CABINET. MSB 2000/3 61476A 1800A 60013 400/3 400/3 200/3 100/3 400/3 20013 400/3 60/3 200/3 191 N 600A - 300A 225A 150A 100A 350A 125A 225A 60A 200A 10 G 7492 PNL PNL PNL PNL PNL PNL PNL PNL PNL K NIA N1A N1A N1B N2A N3A N313 N3C SEC.1 SEC.2 SEC.3 - #3/0 AWG PNL FC3 3/0 CU 60KW/75KVA 120/208V, 3o 0 6-0" 13 i 225A PNL FLS WCR 250A 200,000A ATS 24419 PNL EDP 19036 50A 40A - 40A , 50A 100A NEW PANEL PNL PNL PNL PNL PNL PNL FLS2 LS EQ EQ C FC2 SEC.2 LIFE SAFETY LIFE SAFETY EQUIPMENT CRITICAL CRITICAL 624 12669 715 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/NEUTRAUGROUND CONDUCTORS WITH TERMINATION LUG SIZE OR PROVIDE TERMINATION LUGS SIZED FOR FEEDERS. 8. NO SERIES RATING FAULT CURRENT ALLOWED. KEY NOTES: 1❑ REPLACE EXISTING WIRE/CONDUIT AS REQUIRED. PROVIDE 225A OF WIRE. 4#4/0, 1#4GND, 2-1/2"C.. 2❑ EXISTING FUEL TANK IS AN UNDERGROUND 1200 GALLON PROPANE TANK. 3❑ A 30 DAY LOAD STUDY ON ATS WAS PERFORMED. EXISTING EMERGENCY LOAD = 105,83A / 38.1 KVA x 1.25=132.3A / 47.6KVA. NEW LOAD FOR PANEL EQ(EQUIP) = 36A / 13KVA NEW LOAD FOR PANEL FC2(CRITICAL) = 20A / 7.2KVA TOTAL NEW LOAD=188.3A / 67KVA. ® REFER TO GROUNDING DETAILS FOR MORE INFORMATION. 5❑ 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 CONSUMPTION PER MANUFACTURER =130.8 HOURS. © PROVIDE A NEW SO D N-311 QUICK CONNECT CABINET, WITH CAM LOCK CONNECTORS AND INCOMING LUGS, WITH A 1800A/3P TYPE RJ BREAKER WITH LSI SETTINGS AND GROUND FAULT. PROVIDE WITH NEW KIRK KEY MECHANISM. REFER TO DETAILS FOR MORE INFORMATION. 0 PROVIDE A NEW W/P GLASS BREAK SHUNT TRIP AND CONNECT TO GENERATOR MAIN BREAKER PER SUPPLIER/VENDOR SPECIFICATIONS. ® PROVIDE A PERMANENT PHENOLIC PLAQUE LABELING PHASE ROTATION AND PERMANENT LABELS/TAGS IDENTIFYING EACH PHASE CONNECTORS. s❑ REMOVE NEUTRAUGROUND BOARD AT MSB. 10 REPLACE EXISTING FUSES WITH THE FOLLOWING: BUSSMAN FRS, 600V CLASS K5 200A FUSES. TYPICAL OF 3. 11 INTERCEPT, JUNCTION AND EXTEND EXISTING FEEDERS AS REQUIRED. PROVIDE NEW AS SHOWN. COORDINATE CONNECTIONS / SHUTDOWN WITH LOCAL UTILITY AND OWNER. 12 CONNECT NEW FEEDERS TO EXISTING UTILITY TRANSFORMER PER DUKE ENERGY SPECIFICATIONS. COORDINATE PRIOR TO BID. 13 EXISTING BREAKER ON GENERATOR SHALL BE REPLACED. PROVIDE A 225A (100% RATED) SO-D POWER PACT TYPE JD 3.2 ELECTRONIC BREAKER WITH LI SETTINGS. SET AS FOLLOWS: LR = 225A TR=4 LI=10 PROJECT NORTH TRUE NORTH 71/ studio California I Florida I Nevada Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246.1688 FAX: (407) 246.1664 http:llwww. pelfla.com Email to: pei@pelfia,eom JOB M 15384 Copyright • All ideas, designs, p methods and plans indicated or represented by this drawing are - owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and in connection with the specified PENINSULA project None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or fooutther any rpose corpENGINEERING whatsoever whatsoever without the written permission of Peninsula INC. Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF RECORD: r 4 fS� sae;' W4 10 o.1 r - a STA-1 F f-*' i 4 C yPUm �6god Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: RISER - ELECTRICAL E701 © 2015 Studio+ CAUsers\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:11:07 PM WWIhIIV NI�I�WsY-1,I►Iwil�lYdtLwlwuAlIYILULil11� a 1.�� 24" TO TOP OF LENS MIN DISTANCE HANDICAP BEDROO STROBE • • FIRE FIRE SYNCHRONIZE MORE THAN TWO APPLIANCES IN ANY FIELD OF VIEW NOTE: REFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS FOR BACKBOX MOUNTING HEIGHT DEVICE MOUNTING HEIGHTS (PER NFPA) 3' (MIN) CEILING CEILING MOUNTED HVAC SUPPLY OR ACCEPTABLE MOUNTING SMOKE/HEAT RETURN DUCT DETECTOR NEVER MOUNT AUDIOVISUAL & SMOKE/HEAT VISUAL DETECTOR HERE ONLY DEVICES 96" MAX (NFPA) ABOVE FINISHED FLOOR 80" (ADA) 80" MIN. (NFPA) MANUAL PULL STATION FIRE PHONE JACK TO EXIT DOOR 5 (MAX) DOOR WIDTH LESS 31" b" J MAGNETIC DOOR HOLDER FIREAL RM 48" MAX (ADA) 42" MINU54" MAX (NFPA) FINISHED FLOOR FLOOR FIRE ALARM DEVICE MOUNTING DETAIL SCALE: NONE FIRE ALARM SYSTEM CABLE LEGEND MARK DESCRIPTION PURPOSE O 2 CONDUCTOR 18AWG FPL IMITATION CIRCUIT © 2 CONDUCTOR 14AWG FPL NOTIFICATION CIRCUITS 0 2 CONDUCTOR 16AWG TPS FPL ADDRESSABLE SIGNALING LINE CIRCUIT LOCATED AT BACKFLOW PREVENTER TO LOCK BOX AT REAR ENTRANCE LB DOOR REMOTE ANN. INSIDE REMOTE ANN. AT 24 FRONT ENTRANCE HOUR LOCATION(S) DOOR FARA FARA PROVIDE TWO SEPARATE RUNS OF 10 TWISTED PAIR 5 CABLING. SEPARATE BY 6' 0" TO TTB FOR CAT - OFFSITE MONITORING TO CERTIFIED CENTRAL STATION 120VAC DEDICATED LIFE SAFETY CKT. FIRST FLOOR FACP SIEMENS FIREFINDER ADDRESSABLE FIRE ALARM CONTROLPANEL FLOW SWITCH TAMPER SWITCH A F/SD HEAT DETECTOR DUCT SMOKE DETECTOR SMOKE DETECTOR PULL STATION SMOKE DETE TOR PULL STATION WALL MOUNTED SMOKE/HEAT DETECTOR FINISHED WALL C TYPICAL NOT, APPLIANCE CIRCUIT. REFER TO FLOOR PLANS FOR DEVICE LOCATIONS. 75CD 75CD (X5) (X6) 75CD 75CD (X2) (X9) 75CD 75CD (X6) (X4) ` �X )D 75CD (X4) FAPS --� 120VAC DEDICATED LIFE REMOTE POWER SUPPLY SAFETY CKT, HORIZONTAL RUNS REQUIRE A SEPERATION BETWEEN THE SUPPLY AND RETURN CABLES OF 4'0" (48") MINIMUM n n n n n n n n C) (CVC)(C SE TYPICAL PATIENT ROOM NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTE: MEASUREMENTS 4" SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR 4° 12" (MAX) SIDE WALL FIRE ALARM SYSTEM INPUT/OUTPUT MATRIX (COORDINATE WITH FACILITY AND EXISTING FIRE ALARM SYSTEM OPERATION) 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. 75CD 75CD (X5) (X6) 75CD 75CD (X2) (X9) 75CD 75CD (X6) (X4) NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT TYPICAL NOTIFICATION APPLIANCE CIRCUIT. REFER TO FLOOR PLANS FOR DEVICE LOCATIONS. 75CD 75CD (X5) (X6) 75CD 75CD (X2) (X9) 75CD 75CD (X6) (X4) 75CD 75CD 75CD 75CD B X7 ( ) B (X7) X4 ( ) X4 IN FAPS FAPS 120VAC DEDICATED LIFE REMOTE POWER SUPPLY REMOTE POWER SUPPLY SAFETY CKT. FIRE ALARM RISER DIAGRAM SCALE: NONE 1. RISER IS SHOWN FOR REFERENCE ONLY. n n n IT, n n C) (C)(C NC NCM TYPICAL PATIENT ROOM NURSE CALL SYSTEM RISER DIAGRAM SCALE: NONE C 1 211C. TO n n (2) 211 C. TO 1 NCCPI 120V CRITICAL CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT SYSTEM OUTPUTS FACP ANNUNCIATION NOTIFICATION REQUIRED FIRE SAFETY CONTROL OVQ Qy4OQ OVF zs c- �5F \�Z� boa o`'P �pQ oQ, C� q- o°Q� �\p`�5 �p � �op� QQQ JevF, P �Qo Qk JQ OAF � �pQ �QQ� ��o S � 01�Q �Oice � ' J° OP� Qp cD0 `5P Q� P V Q V P 1 F �P� �P�� Q ' PV FV FV 14 QV QV °r P A B C DE F G H I J KL M N 0 P Q R S T X X X 1 X X X 2 X X X 3 X X X 4 X X X 5 X x x X x x x x x x 8 X /x /�/ x x x x X x x 10 �/ X x x x X x X x x 11 �/ X X X X 12 X X X X X X X X X X X 13 X X X X 14 X X X X 15 16 17 18 A B C D E F G H I J K L M N 0 P Q R S T TYPICAL NOTIFICATION APPLIANCE CIRCUIT, REFER TO FLOOR PLANS FOR DEVICE LOCATIONS. FAPS REMOTE POWER SUPPLY 75CD 75CD (X5) (X6) 75CD 75CD (X2) (X9) 75CD 75CD (X6) (X4) 75CD 75CD (X7) (X4) NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NOTIFICATION CIRCUIT NURSE CALL RISER DIAGRAM NOTES: 1. ALL WIRING SHALL BE RUN IN 1" CONDUIT STUBBED FROM DEVICE TO NEAREST ACCESSIBLE CEILING & J-HOOKS, 2. ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO DEVICES, AND WIRING, AS WELL AS THE EQUIPMENT INSTALLATION AND SYSTEM PROGRAMMING SHALL BE PERFORMED BY THE NURSECALL VENDOR. 3, ALL ZONING AND ANNUNCIATION OF INDIVIDUAL AREAS SHALL BE COORDINATED WITH THE USERS PRIOR TO PROGRAMMING. 4. RECORD DRAWINGS SHALL INDICATE EXACT ROUTING OF ALL CONDUIT, CONDUIT SIZES AND ALL PERTINENT INFORMATION, PROJECT NORTH Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD _- ORLANDO,FL 32803 CA 3089 VOICE: (407) 2464688 FAX: (407) 246.1684 http:ilwww.pelfia.com Email to: pe@peifla.cam JOB #: 15384 Copyright - All ideas, designs, p methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified PENINSULA Project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or ENGINEERING whatcorpsoever for any outtherpose whatsoever without the written Permission of Peninsula INC. Engineering, Inc. (0�1.pyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF RECORD: �„,y sr'n.a®gym a7t�� aP No . 01 °p> STATE OF ryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: RISER - FIRE ALARM/NURSE CALL TRUE NORTH E702 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:11:09 PM r e e NO. AT12CB, MAXWELL 3/8" x 12" BLUNT TIPPED SOLID COPPER AIR TERMINAL ALUM. CONCEALED RIDGE SADDLE BASE. ATTACHED TO SUB - DECK FIELD VERIFY. LENGTH AS REQUIRED. NO, A24, C LASS I A LIGHTNING CONDUCT STRANDS OF 14 102 LB PER 1 0_J AIR TERMINAL ADAPTER (USE AS REQUIRED.) 1/2' STAINLESS -TELL NUT & WASHER NEOPR_ E WASII 1/2" 0 S -SS Si El _ RISE ABOVE H ROOF 24 WIR N0. Ail2CB, MAXVELL 3/8 12" BLUNT T1FPED SOLID COPPER NR T FRI'AINAL IN M AIP INAI_ ADr,P E_R. AS QUIRED.) S.S. N .' & W/` TIER e_<—N�E R'EI1 /v'A` iER �2„ \. THRLADRISER BAR ABOVE F NISH ROOF= 'EOPRENE R CABLE RUN B SUB -DEC S . UT 3_"d'+_;HER Su 3 -DECK FIN. ROOF NO. FL.3A, TXWEL.L ALUM. CARE LIP WITH H UNIVERSAL BRONZE ONC EAl_ED STA _ESS STEEL FASTE NER.S BA ;E A SEP✓IE LY. TYPE 1 - EVERY 3' MAX. ALTERNATE F��J_TIC ABI E R N N TYPE SPAC E AIR TERMINAL "A" DETAIL FIELD VERIFY TYPE USE AS REQUIRED NTS E-BPS 2.02 NO. B B 3A, MAXWELL (4.25" x 4") ALUM. ADHESIVE BASE FASTENED CABLE EVERY 3' MAX WA4 BOND TO SUPPORT \( STEEL IF AVAI LAB LE NO. B F1 A, MAXWELL— ALUM. PARALLEL SP�ILCAC I, A24 ALUM. MAIN LIGHTNING CONDUCTOR CLASS I, C 29 COPPER CABLE RUN INSIDE 3/4" PVC SLEEVE MIN. 8" RADIUS BEND BOND REBAR NO. AT24AB, MAXWELL 1 /2" x 24" B LUNT TIPPED SOLID ALUMINUP.4 AIR TERMINAL NO. B B 3A., MAXWELL (4.25" x 47') .ALUM. ADHESIVE BASE NO. A24, CLASS I ALUMINUM LIGHTNING CONDUCTOR (24 STRANDS OF 14 AWG WIRES - 102 LB PER 1000 FT�� NO. BF16,A, MAXWELL ALUM. - BOND PLATE AS REQ'D TO MAIN CONDUCTOR PROVIDE 2-WAY PATH OF LONGE THAN 8FT. NO. A24, CLASS I ALUMINUM LIGHTNING CONDUCTOR (24 STRANDS OF 14 A.1NG WIRES - 0 NO. AT241'B. MA,vV`JELL /2 x 2z EL -UN' T TIPPED SOLID "LLIMINUVI JAIR TERMINAL TO MAIN CONDUCTOR PROVIDE 2-V,/AY ?TH OF 1 Nr,L R I� T 102 LB PER 1000 FTC N0. BF1A.. M;=X'vh'ELL ALUk/l. FAR;-LLEL SPLICER AIR TERMINAL "C" DETAIL cLAs�. I, � 4 ALAI✓1. NTS E-LPS 2.02 IvIA.IN LIGHTNING CONDUCTOR CLASS 1, =24 ALUMINUP, CABLE RUN IN ATTIC NO.BM1 F/iAXWELL, BIMETAL PRAL_EL OR N0. BM3, MAXWELL, BIMETAL NLINE CONNECTOR 3/4" PVC CHASE CONCEALED IN WALL / CONC. COIUMN (SUPPUE11 & INSTALLED BY OTHERS) MIN 24" BEYOUND SLAB / FOUNDATION 3/4" PVC CONDUIT UN '7R SLAB TO GROUND ROD-7 GROUND LOOP TYPICAL DOWNLEAD DETAIL AT PITCHED ROOF, NEW CONSTRUCTIOINIT'S E—LPS 2.02 SMOKE DAMPER EXHAUSF FAN 3 POLE BREAKER CIRCUIT (120V) CIRCUIT ('120V) L N L N Ea:HAUS T F%A FC, F;A 1 3P I � I �o) a j M-- IviOT0R RATED SvVIICH I------ --- -I AUX ,ONTACTS (FIELD VERIFY --- -- --- ------------- --- -- OR PROVIDE; WIRE FIRE Al AREA ASSOCIATED-XHAUST FAN I SHU!DUWN 1 ! FOR CONTROL INTERL0C1<ING RELAY ELECTRIC 'MOKE DAMPER'I _-- ( T YPiC AL) ---- I I �,l N/I I ! I ! I6 ! 1 .4/ 1 .4A OOVA —MOTOR CONTROL/ CONTROL TRANSFORMER STARTER -DISCONNECT 4%OVAG I ! I PE SWITCH (PRESSURE MONITORING) I 7VV .21A 1 = I I MOTOR I ! I EP SWITCH FA OL ;,, ---- -�`i EPjPE SWITCH P'RO'VIDED BY OTHERS MEC HA.NIC ALCONTROLS ED PILOT LIGHT -------------------------------------I F'NEUIMATiC SMOKE DAMPERS (TYPIC AL) NOTE: CONTRACTOR SHALL COORDINATE DAMPER CONTROLS (PNEUMATIC/ELECTRIC) WITH DIVISION 15 DRAWINGS AND DIAGRAMS PRIOR TO ORDERING AHU STARTER WIRING DIAGRAM W/ F.A. SHUTDOWN/EF INTERLOCK SCALE: NONE LIGHTNING PROTECTION NOTES: 1. THE COMPLETED II�ISTALLATION SHALL MEET THE RFQUIREMJ`1TS OF THE NATIONAL FIRE PROTECTION ASSOCIATION'S HGHTI,IING PROTECTION CODE NFPA 780 ,AND THE "INSTALLATION RFOUIREMEHTS FOR LIGHTNING PROTECTION SYSTEMS, UL DBA" OF UNDERWRITERS LABOP.ATOPIES IHC. THE MASTER I ABEL SHALL BE FURNISHED TO THE OWNER UPON COMP'LFTIO11. 2. COPPER Li HirflIIO PPOTECTION SYSTEM COMPONEHTS SHAD_ NOT BE MOUNTED TO ALUMINUM SURFACES ALUMINU 1 �'CMPONEFJTS SHALL BE USED TO ,AVOID ELECTROLYTIC CORROSION. 3. GROUNDED METAL BODIES WITHIN THE BOLIDING DISTANCE DETERMINED BY NFPA 780 SHALL BE BONDED TO THE SYSTEM IN ACCORDANCE WITH CODE REQUIREMEIvJTS. 4. ADHESIVE USED WITH ADHESIVE AIR TERMINAL BASES AND CONDUCTOR FASTENERS SHALL BE COMPATIBLE WITH ROOFING MEiMBPANT. 5. CRIMP T''PE CONNECTIONS SHALL NOT BF USED. O. CABLE CONriFCTICFdS SHALL BE E\OTHERMI'1- WELD WHENEVER POSSIBLE. BOITED PRESSURE CLAMPS SHALL BE USED WH-RE T HER![AOWTLD IS NOT 1rPLIC AB LE. -'. FEFEP TO SPFC F ICATIONS FOR MORE DETAILS. a e e ®o 0 NO. B F5B , MAX',NELL BRONZE NO. B F8B, MAX'VVELL B R'DNZE NO. B F I B, P,1AX,'vELF B RC'NZE NO. E F5,^ MAX'vVELL ALUMINUM NO. PC 6T. MAX"A"ELL TiNNED NO. BF8A, MAXWELL ALUIvIINUIv1 NO. BF!A, IvIAXLAELL AI UldINUi�-1 :ECOND,,RY BOND LUG NiO. PC6A, MAXWELL ALUMINUM 8" SQ BONDING PLATE 1-13-01_T PARALLEL CLAMP STRAP TYPE PIPE CLAPv1P NO. BF108, MAXWELL BRONZE NO. PC2U1, PJAXV/ELL TINNED NO. BM3, MAXWELL BIMETAL N0. BF16A, MAXWELL ALUE?INUvI N'O. P;.2!Jz', IvI,".XINELL A.LUI'dINUM CONNECTOR 3 SO IN BONDING PLATE U-BOLT TYPE PIPE CL`4,IP TY1='. 30NDINGjSPUCING ,R N N 01 4" PVC SLEEVE NO. _.2',,9; 1 COPPER LIGHTNING CONDUCTCF -9 �1 RANDS OF i C 40!vC 'V,'IRES - 1 "IF 1 LAIN 'SIZE C =,E LE TO BOND LE PER 1000 F-1 ELE:' P.'UND FIFE LINE FC' INC F'[ E N D I N E. LE IL REQUIRED AD'hIL.D ONNECTION NO, GR.3` MAX'A;ELL 5/ 8" x 10' COPPER -CLAD STEEL GROUND ROD SE' TION NO. GR _5 - BRONZC COUPLING r II L X V,E L L 5/8" x 10 COPPER -CLAD STEEL CROUND ROD SECTION '0 MAX C R UND RODS TO E C N�G"�LLED 20 FT.^ -.FARM I GROUND ROD "G-" DETAIL DOUBLE. :ROUND ROC: AT L., L _ GONi' taA=NMDU zTRILS LLC Nam. 910-E. }TREY I-IDF� fF_AFFI C, C_��R AiT. 1 -!,�__LEL A_P _LNDu F R II_ l.L,L-NJ_910-_1-wL._ :].RL. PVT. 3 1 B TYP. TEST WELL "tw" AT E'CH GROJND UJ I_L' `.TION E �` =o= N T' PROJECT NORTH Peninsula Engineering, INC. MEP&FP PENINSULA ENGINEERING INC. 2016 ALDEN ROAD O.RLANDO, FL 32803 CA 3089 VOICE: (407) 246-1688 FAX: (407) 246.1664 http:/Iwww.pelfla.com Email to: pehlpeifla.com JOB #: 15384 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering,lnc.and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEER OF ECORD: FJe .. �• Vim. $¢. No. 6' �& a STATE OF s Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: DETAILS - ELECTRICAL TRUE NORTH E801 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTER_jallen.rvt 4/13/2016 3:18:42 PM DATE 2(M/ 120b` 3fst, .4w f 0HZ <, .$ fta%e Wye SoGtly.. urounoed:...;. ayste� Stlo�'t Circ€�t C.uft,�Mt RO�VA9 , 65k>< R S E T ii9 '. ccr t q Secitcn 1 CoWe 7heougtr the [3r'i00M Left of Linftp ' 2000A- S;fver Phted CqWr Siogia Settion wutH No Main Bus (1; ,26X,875 IN/6X22 n a taus Crou 0u1, Type :3R FPea 5tondinn. - f ,zM :A..cf iibi ty 0my Requ. red Hondik eq# R041es Rodent 8atrae � 34H torro-bon Ress1 Bose Chonneit N 8cs.e cr,onnetscnlmw no 'PMnv*0 (tarn T"poroly Cfn ntor S-ifcNSssa€d fnd.-ups. i sh,ppsttq 1 °{oi 1 3t i 2t"Co ins f 501 kqs.' - t [[ CoMolete Orlowo 1124,00 Tbe 50M5 �14s U.L. 0eoclFront c nd s.!tob4e. for kdz* os Service:. Efttf4r,4.e +aRwn r7iR3 a^rnre T'nt7n'sr (`+� rt scetp3,.trsq. rnq:,r, oret7ui4it'<'. '•3 9 a ,. STI - "ae:` :e Er>-f.reanc" w Section Bus 2000A [23621 Ait rr<rinq to h�, Mvc Rne Took W" Frpp Peltffcnce 110043-055 F-or Hon,114ny, 1n3 z otoI, -"...,�.""•<•-.. `��•., .. Ancho6nq. ftpt fla"+ry k+rd Moirte-zmoe Wotnia!i p, [914):. S5 36,1 19141 Linew) • [S14' , .. ... ENGLISH DIVEN90 NSCn'4C HLS ... k ;ii� T.d.S NU�t•�, 4,�1>9L €0car�iL� v�.51��a'Pzask;#�Ji aYrim QUICK CONNECT DETAIL 2,C5�0 3.¢tom �2.5ia < `26[15 n. yy 6,5J 16,53 f 420] COVER- [f3 47.50 [77). 12073 K&NMES U%O CAN 84n WIDER 36,00 4Y•1rlN t2_Qcaf{ t3 7 914j [ TO it ., (2 90,01 i t [2288J 33 0.0 t = 4 a [f 207] f f€ .5#D � 6 f� 5 �.w �2 0 p st 7S/[19T VIA' MUG LOOM OFFS-"[ 300/[761 TYP � p1 FOR &I®E ENGe-"- 01NV,*t N$7 IN""if # u0 A la INNIALIM OF 2400/[51 ] ' FfY k Ci >a4 ttG E' >r 'v1uEKT t !;wt,om � CLEAkAt+► C fAND TftE 3 - 3�ir,Y;.%�ate- fit. S1WITCHfNWID IS I EOUIREA _ FOR 70P COVER OVERHANG'. »3 tREV- QUICK CONNECT DETAIL BOND TO BUILDING STPUC TURAI' STEEL PER LIEC 250.52 250,104 DOMESTIC WATER MS!',! WITHIN OF ENTRANCE TO BUILDING PRIOR TO VALVE. "I N11T PER NEC H0.1 OF 250 4 52 25 ,U U.L, APPROVED COIJPJECTIOIXS TO (COMPLY WITH SECTION 61 !D ,J5i,1, lit !-, DI E PLF' PLC TI:, I' ll wl I N O E IE V I C= i DISC ONNEC T # / L) MIN ELE(;iRCAL ROOM GROUND BAIR' REFER TO DETAIL. PROVIDE L.I_ LISTED LUG FDF? EACH CON[1EC IION NO-!E: PEFER TO POWER RISER DIAGRAM O PLAN DRAWINGS FOR INFORMATION ON WIPE AND GROUND SITES. GROUNDING CONNECTION DETAIL :iG ALE: NONE ,r7/OCUU D GRND. . OF �) GROUND ROD INSTALLATION SC ALF.'NIG'I= EXPANSION ANCHOR 0 � ONC BETE WAIL WITH 11 I/4 STUD \ I PI' 500VAC INSULATES STAND OFF, TYPK,.'AL '1/4" STEEL INSERTS 1/4" COPPER BUS BAR, 12"x4" WITH SIX") 1%'1 BOLT HOLES IN SMALL ELECTRIC ROOMS. (II`J MAIN ELECTRIC ROOMS PROVIDE A 1/4 CU, 20 A 4°) STAINLESS ;TEFL OR BRASS SCREW 112" WHITE LETTERS, ATTACHMENT TO BUILDING (ADHE_1VE RED FIELD BACKING IS NOT PERMITTED) ROUNDING ELECTRODE CONDUCTOR DO NOT REMOVE e m GROUND BAR DETAIL SCALE: Nof,i',_ NOTE: PROVIDE A NEW PLACARD AS SHOWN. FIFE PRO EC TION RISER. PER LIIFIC u.104 jFOU11D rEF' �%il-R,,,JE SUPPRESSION MANUFAC-1URER GROUND BUSBAP 20'x 3/4" COPPERCLAD 0 DE U.I_ THE 310 AWG OR LARGER BARE DRIVEN GROUND ROD TYPICAL I I f LD LUC FOR: COPPER EXTENDING OUT OF THE � FOOTING. FOOTING OR CADWELD OR UL F AC H C" 01`H C TIiON FOUNDATION LISTED CONNECTION CONCRETE ENCASED ELECTRODE MIN. 2"N� r0 l'i4 20' 10'-01, MINIMUM LENGTH LLUFERGROUND MIN. GROUND D REQUIRED FOR NEW CONSTRUCTION ONLY. INSTALL GROUND PRIOR TO CONCRETE POUR INSTALL PER NEC 250.52 TO GROUND SYSTET PRE , �':; - 4 E R0,- - MODEL 101 7 OLE -R EACH GROUNL :?-) _. -INC PUr<PJ, f— ENO LI iERMIC WELD(TYF) U U 10) —O" MI CROL IND AROUND RODS BE r IRM,Y CO1IP^.1FD lG PREVENT REM106,-L OF ROD ` studio California I Florida I Nevada Peninsula Engineering, INC. MEP&FP 2016 ALDEN ROAD ORLANDO, FL 32803 CA 3089 VOICE: (407) 246-1688 FAX: (407) 246.1664 http:/Iwww. pelf la, com Email to: pei@peifla.com JOB #: 15384 Copyright - All ideas, designs, p methods and plans indicated or - represented by this drawing are - owned by and the property of Peninsula Engineering, Inc. and were created, evolved and _ developed for use on and in connection with the specified Project. None of the ideas, PENINSULA designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or fooutther any rpose corpENGINEERING whatsoever without the written whatsoever permission of Peninsula r NV Engineering, Inc. e ©opyright 2015 ARCHISPEC, INC ARCHITECTURAL SPECIFICATIONS 653 Mallory Hill Drive Lady Lake, FL 32162 P: 352.430.0987 REVISIONS: ENGINEEF ��Pfi REjq, RD: Nc,EN a ` STA rE OF,& R m d s0 Bryan G. Spangler, PE, FL Reg. No. 64601 PROJECT TITLE: ADVENTIST CARE CENTERS ZEPHYRHILLS HEALTH & REHAB CENTER- 12 BED SKILLED NURSING BED CONVERSION PROJECT ADDRESS: 7350 DAIRY ROAD, ZEPHYRHILLS FL. 33504 PROJECT NUMBER: FLTSP15008 SHEET TITLE: DETAILS - ELECTRICAL PROJECT NORTH TRUE NORTH E802 © 2015 Studio+ C:\Users\jallen\Documents\15384_ZEPHYRHILLS HEALTH & REHAB CENTERJallen.rvt 4/13/2016 3:11:10 PM i_ I I IL .11' :11al 1111111=! IIIUIIVIIMIMI n hkh C'•\I 7FPHYRHII I R HFAI TH R RFHAR (;FNTFR iamPca rvt