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HomeMy WebLinkAbout7050 Gall Blvd (117)2 3 m 117 C .1 0 ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS VICINITY MAP t Dade City a sx; ' San Antonio b e� ig mi r $ 3b 1 X' RichEand Pasadena Hills 7 A ntHealth 100hyrhiIts pros , Gtk�Flotids ie h rh1(Isn'rr Itentln Area North *W i' Zephyrhllls UI)lier ` x #ialis#rrrot%h Rresery F f Zephyrhill 4 3 d{.�'✓ 9CR St7itlh- i < " 39 p weslay Chapel WGH;fdih Jk 5fi ED - GARDENS,' b 1.' rP Crystal Springs Pi onf-i nnk � tower Pebble reek HiN& ,;. -- . PROJECT LOCATION ISSUE DATE AUGUST 18, 2021 DRAWING INDEX GENERAL G.00 COVER SHEET G.01 PROJECT INFORMATION, ABBREVIATIONS AND SYMBOLS G.02 GENERAL PROJECT NOTES LIFE SAFETY LS.01 OVERALL FIRST FLOOR LIFE SAFETY PLAN AND CODE ANALYSIS LS.02 ENLARGED LIFE SAFETY PLAN ICRA I0.01 INFECTION CONTROL RISK ASSESSMENT, RADIATION SHIELDING REPORT STRUCTURAL S1.1 GENERAL STRUCTURAL NOTES S1.2 THRESHOLD INSPECTION PLAN S2.1 PLANS AND DETAILS ARCHITECTURAL A.01 PROJECT SPECIFICATIONS A.20 DEMOLITION PLAN, CONSTRUCTION PLAN, AND FINISH PLAN/SCHEDULE A.30 REFLECTED CEILING PLAN AND EQUIPMENT COORDINATION PLAN A.90 INTERIOR ELEVATIONS, INTERIOR DETAILS PROJECT NUMBER 2021 =009 MECHANICAL M001 MECHANICAL LEGEND M201 MECHANICAL FLOOR PLAN — DEMO M301 MECHANICAL FLOOR PLAN — NEW PLUMBING P001 PLUMBING LEGEND AND SPECIFICATIONS P201 SANITARY PIPING PLAN — DEMO/NEW P301 DOMESTIC WATER PLAN — DEMO/NEW P401 MEDICAL GASES PIPING — EXISTING FIRE PROTECTION FP101 FIRE PROTECTION PLANS — DEMO & NEW ELECTRICAL E001 ABBREVIATIONS, SPECIFICATIONS AND LEGEND E101 POWER AND SYSTEMS DEMOLITION PLAN E102 NEW POWER AND SYSTEMS PLAN E201 LIGHTING DEMOLITION PLAN E202 NEW LIGHTING PLAN E701 ELECTRICAL DIAGRAMS AND SCHEDULES E901 ELECTRICAL DETAILS ALL WORK SHALL CUfvh�'LY VA i it NFFA CODES AND STANDARDS REVIEW DATE CITY OF ZEPHYR I FIRE AND LIFE SAFETY EXAMINER,4J_<r)._ ALL W®R� SF6ALL COMPLY COIDE3REVA1�,1NG CODES FLORIDA BUILD NATIONAL AND -C�OF ZEPSS ORDINANCES Ag:uw SATIR: �< < y yf iwmA**11 106 WEST NORTH BAY STREET 1 TAMPA, FL 33603 hftp://cjaegroup.com = I :2 04 f" 161, 1 :1 :1 :11 STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. CARLA J. HARVEY; LICENSE NO: AR95088 PROJECT NAME ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT ��Q1n �� PROJECT LOCATION 1 7050 GALL BOULEVARD ZEPHYRHILLS FL 33541 c J'✓ PROJECT NUMBER 2021-009 PROJECT PHASE ;N 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE DESCRIPTION SHEET TITLE COVER SHEET SHEET NO. I 3 4 ARCHITECTURAL ABBREVIATIONS REGULATORY DATA PROJECT LOCATION # POUND OR NUMBER GA GAUGE RAID RADIUS & AND GALV GALVANIZED RBR RUBBER ® AT GLZ GLAZING RCP REFLECTED CEILING PLAN L ANGLE GFI GROUND FAULTINTERRUPTOR RD ROOF DRAIN ACT ACOUSTIC CEILING TILE GWB GYPSUM WALL BOARD REQD REQUIRED AD AREA DRAIN HC HOLLOW CORE REV REVISED OR REVISION AFF ABOVE FINISHED FLOOR HI HIGH RM ROOM AHU AIR HANDLING UNIT HID HIGH DENSITY DISCHARGE S SOUTH ALUM ALUMINUM HORIZ HORIZONTAL SE SOUTHEAST ANC ANCHOR HT OR H HEIGHT SW SOUTWEST ANQD ANODIZED HM HOLLOW METAL SCH SCHEDULE AVG AVERAGE HP HIGH POINT SF SQUARE FEET BSMT BASEMENT HR HOUR SH SHEET BYND BEYOND HVAC HEATING, VENTILATION, AIR CONDITIONING SIM SIMILAR D BLK BLOCK IRGWB IMPACT RESISTANT GYPSUM WALL BOARD SD SMOKE DETECTOR BOT BOTTOM ID INSIDE DIAMETER SPEC SPECIFIED OR SPECIFICATION BT BETWEEN ILO IN LIEU OF SPK SPRINKLER OR SPEAKER CIP CAST —IN —PLACE IN INCH SS STAINLESS STEEL CHNL CHANNEL INFO INFORMATION STC SOUND TRANSMISSION COEFFICIENT CJ CONTROL JOINT INSUL INSULATION OR INSULATED STL STEEL q CENTER LINE INT INTERIOR ST STREET CLNG CEILING INV INVERT STRUCT STRUCTURE OR STRUCTURAL CLR CLEAR JAN JANITOR SYM SYMMETRICAL CMU CONCRETE MASONRY UNIT JT JOINT TAN TANGENT COL COLUMN JB JUNCTION BOX TEMP TEMPORARY COMPR COMPRESSIBLE LAV LAVATORY T&G TONGUE AND GROOVE CONC CONCRETE LBS POUNDS TELE TELEPHONE CONT CONTINUOUS LT LIGHT THK THICKNESS CPT CARPET LT WT LIGHT WEIGHT TLT TOILET CT CERAMIC TILE L LENGTH THE TO MATCH EXISTING CTYD COURTYARD LIN LINEAR T/B TOP AND BOTTOM DBL DOUBLE LF LINEAL FEET T/F TOP FACE DEMO DEMOLISH OR DEMOLITION LKRS LOCKERS T/C TOP OF CONCRETE DET DETAIL M TLT MALE TOILET T/STL TOP OF STEEL DIA 0 DIAMETER MANUF MANUFACTURER TPD TOILET PAPER DISPENSER DIM DIMENSION MATL MATERIAL T/D TELEPHONE/DATA DIMS DIMENSIONS MAX MAXIMUM TYP TYPICAL DIST DISTANCE MO MASONRY OPENING UNO UNLESS NOTED OTHERWISE DN DOWN MECH MECHANICAL U/L UNDERWRITERS LABORATORY DR DOOR MED MEDIUM U/S UNDERSIDE IDS DOWNSPOUT MEMBR MEMBRANE VAR VARIABLE DWG DRAWING MIN MINIMUM VIF VERIFY IN FIELD DR DRIVE MTL METAL VERT VERTICAL E EAST MISC MISCELLANEOUS VP VISION PANEL EA EACH N NORTH W WIDTH EJ EXPANSION JOINT NE NORTHEAST W/ WITH EL ELEVATION NW NORTHWEST W/0 WITHOUT ELEC ELECTRICAL N/A NOT APPLICABLE WD WOOD ELEV ELEVATION OR ELEVATOR NIC NOT IN CONTRACT EEW/S EMERGENCY EYE WASH/SHOWER NTS NOT TO SCALE EQ EQUAL NO NUMBER EXIST EXISTING NOM NOMINAL EXP EXPOSED OC ON CENTER EXT EXTERIOR OH OVERHANG OR OPPOSITE HAND FT FEET OPP OPPOSITE F TLT FEMALE TOILET OZ OUNCE c FD FE FLOOR DRAIN OR FIRE DEPARTMENT FIRE EXTINGUISHER PNL PVMT PANEL PAVEMENT FEC FIRE EXTINGUISHER CABINET PCC PRE —CAST CONCRETE FF FINISH FLOOR OR FINISH FACE PLUMB PLUMBING FFE FIXTURES, FURNISHINGS, EQUIPMENT PLYD PLYWOOD FFL FINISH FLOOR LEVEL PT PAINT FIXT FIXTURE PSI POUNDS PER SQUARE INCH FLR FLOOR PRT PRESSURE TREATED FM FILLED METAL PVC POLYVINYL CHLORIDE FO FACE OF FND FOUNDATION FT FOOT 1 V ARCHITECTURAL SYMBOLS REVISION NUMBER NEW WALL X CLOUDED ITEMS INDICATES CHANGE MATERIAL TO BE REMOVED AND/OR ADDITION TO PREVIOUS EXISTING WALL / ISSUE OF THIS SHEET EXISTING WALL TO REMAIN �DRAWING TITLE ( -- VIEW TITLE —NAME/NUMBER SCALE: 1 /8" = 1'-0" ---- X COLUMN GRID DESIGNATION N mNORTH ARROW 100'-0" NEW SPOT ELEVATION FIN. FLOOR 3O DRAWING KEY NOTE NUMBER MATCH LINE ROOM NAME MATCHLINE ROOM TAG SEE X-XXX 101 5°-0" DIMENSION XXX DOOR TAG XX WINDOW /LOUVER TAG ENLARGED PLAN OR DETAIL DRAWING & SHEET LOCATION SPECIALTY EQUIPMENT TAG X A.XX XX'—XX" AFF CEILING HEIGHT, ABOVE FINISH FLOOR X EXTERIOR ELEVATION A.XX X X < A.XX > X INTERIOR ELEVATION WALL RATINGS SYMBOLS X SMOKE RATED WALL X SECTION DETAIL ■ ■ ■ 1—HOUR FIRE RATED WALL A.XX Pxx PARTITION TYPE ■�����������■■��■�■�� 2—HOUR FIRE RATED WALL MATERIAL SYMBOLS EXISTING CONSTRUCTION GRASS a a CONCRETE CONCRETE MASONRY UNIT GROUT UNIT PAVERS BRICK PLYWOOD FINISH LUMBER GYPSUM/PLASTER BATT INSULATION RIGID INSULATION APPLICABLE CODES & STANDARDS REFER TO SPECIFICATIONS FOR ADDITIONAL REGULATORY REQUIREMENTS 2020 FLORIDA BUILDING CODE (FBC): BUILDING (7TH EDITION) 2020 FLORIDA BUILDING CODE (FBC): EXISTING BUILDING (7TH EDITION) 2020 FLORIDA BUILDING CODE (FBC): MECHANICAL (7TH EDITION) 2020 FLORIDA BUILDING CODE (FBC): PLUMBING (7TH EDITION) 2020 FLORIDA BUILDING CODE (FBC): ACCESSIBILITY (7TH EDITION) 2020 NATIONAL ELECTRIC CODE 2020 FLORIDA FIRE PREVEN11ON CODE 2022 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 110, EMERGENCY AND STANDBY POWER 2021 NATIONAL FIRE PROTEC1ON ASSOCIATION (NFPA) 101, LIFE SAFETY CODE 2021 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99, HEALTH CARE FACILITIES CODE 2019 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, FIRE ALARM 2020 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, ELECTRICAL 2019 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, SPRINKLERS STATE FIRE MARSHAL — RULES AND REGULATIONS APPLICABLE CODES — AHCA GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES, 2018 EDITION F.A.C. 69—A-60 F.A.C. 69A-3.012 BUILDING DATA - MAIN HOSPITAL OCCUPANCY: GROUP 1-2 INSTITUTIONAL (FLORIDA BUILDING CODE) EXISTING HEALTHCARE (NFPA 101) CONSTRUCTION TYPE: TYPE 1-8 (FLORIDA BUILDING CODE) TYPE 1 (332) (NFPA 220) SPRINKLERS: FULLY SPRINKLERED NUMBER OF STORIES: 4 BUILDING HEIGHT: 50 FT BUILDING AREA: GROUND FLOOR: 25,479 SF FIRST FLOOR: 126,972 SF SECOND FLOOR: 119,372 SF THIRD FLOOR: 33,414 SF MECH/PENTHOUSE: 1,778 SF TOTAL: 307,015 SF FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS: EXISTING STRUCTURAL FRAME (COLUMNS, GIRDERS, BEAMS, ETC): 2 HR EXISTING FLOORS: 2 HR EXISTING ROOF: 1 HR BUILDING DATA - CEP / ENGINEERING OFFICE OCCUPANCY: GROUP B BUSINESS (FLORIDA BUILDING CODE) BUSINESS (NFPA 101) CONSTRUCTION TYPE: TYPE I—B (FLORIDA BUILDING CODE) TYPE I (332) (NFPA 220) SPRINKLERS: FULLY SPRINKLERED NUMBER OF STORIES: 1 BUILDING HEIGHT: 14 FT BUILDING AREA: 6,440 SF FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS: EXISTING STRUCTURAL FRAME (COLUMNS, GIRDERS, BEAMS, ETC): 2 HR EXISTING FLOORS: 2 HR EXISTING ROOF: 1 HR FIRE —RESISTANCE. RATING_ REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (FBC TABLE 602): GROUPS B & I, CONSTRUCTION TYPE I—B, 5'-10': 1—HR GROUPS B & I, CONSTRUCTION TYPE I—B, 10'-30': 1—HR GROUPS B & I, CONSTRUCTION TYPE I—B, GREATER THAN OR EQUAL TO 30': 0—HR THE SEPARATION BETWEEN MAIN HOSPITAL AND CEP/ENGINEERING OFFICE BUILDING IS 14'-0". MAXIMUM AREA OF EXTERIOR WALL OPENINGS, FIRE SEPARATION DISTANCE (FEET) (FBC TABLE 705.8) UNPROTECTED: 3'-5': 15% ; 5'-10': 25% ; 10'-15': 45% THE WEST WALL OF CEP BUILDING IS 602sf. THE EXTERIOR WALL OPENINGS TOTAL 56sf. 56 / 602 = 10%. 25% IS ALLOWABLE, THEREFORE WALL OPENINGS WILL NOT BE REQUIRED TO BE RATED. r nv.r16%# 1 `W%PH l lvll PROJECT SUMMARY BRIEF PROJECT SUMMARY: INTERIOR RENOVATION PROJECT CONSISTING OF REPLACEMENT OF EXISTING IMAGING X—RAY EQUIPMENT WITH A NEW X—RAY SYSTEM PROVIDED BY AGFA. WORK INCLUDES ARCHITECTURAL, MINOR STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING TO ACCOMMODATE THE NEW EQUIPMENT. MINOR FINISH UPGRADES ARE INCLUDED AS PART OF THE PROJECT. PROJECT IS LOCATED IN ROOM 6 ON THE FIRST FLOOR OF AN EXISTING HOSPITAL; ROOM 6 IS APPROXIMATELY 385sf, TOILET ROOM ALTERNATE IS 75sf. PROJECT TEAM ARCHITECT. CARLA J. HARVEY, AR95088 (CJAE GROUP) STRUCTURAL ENGINEER: ROBERT MOHRLAND, PE62851 (WP MOORE) MECHANICAL ENGINEER: DANIEL CEEAR, PE68670 (DCL ENGINEERING) ELECTRICAL ENGINEER: FRANCISCO CABRAL, PE87110 (DCL ENGINEERING) PROJECT CODE SUMMARY OCCUPANCY: GROUP 1-2 INSTITUTIONAL (FBC 308) (EXISTING, NO CHANGE) CONSTRUCTION TYPE: TYPE I—B (EXISTING, NO CHANGE) SPRINKLERS: FULLY SPRINKLERED, PER TABLE 601 BUILDING HEIGHT: 50 FT ALLOWED PER CODE: 55'-0" IN CODE, PLUS 20' FOR AUTOMATIC SPRINKLER # OF STORIES: 4 AREA OF WORK: 460 SF (IN SCOPE) OCCUPANCY LOADS: FIRST FLOOR: INSTITUTIONAL (1-2) OCCUPANCY 460sf / 100sf = 5 OCCUPANTS EGRESS WIDTH: IN SCOPE REQUIRED: 5 X 0.2 = 1.0" IN SCOPE PROVIDED: 48" FIRE PROTECTION: THE BUILDING IS FULLY SPRINKLERED, PER NFPA 13. SEE GENERAL FIRE SPRINKLER NOTES, SHEET G.02. THE BUILDING WILL CONTAIN A FIRE ALARM SYSTEM CONSISTING OF HORNSTROBES, PER NFPA 72. PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED, PER NFPA 10. GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION, PER 2010 FFPC_ TRAVEL DISTANCES (PER TABLE 1016.1) INSTITUTIONAL: MAXIMUM ALLOWABLE TRAVEL DISTANCE IS 200 FT. MAXIMUM PROVIDED TRAVEL DISTANCE IS 132-6". MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL IS 75 FT. MAXIMUM PROVIDED COMMON PATH OF TRAVEL IS 33 FT. 106 WEST NORTH RAY STREET / TAMPA, FL 33603 http://cjaegroup.com STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. CARLA J. HARVEY; LICENSE NO: AR95088 PROJECT NAME ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE DESCRIPTION SHEET TITLE PROJECT INFORMATION, ABBREVIATIONS AND SYMBOLS SHEET NO. GN01 I I 2 I 3 I 4 0 C 0 I SUITE SCHEDULE - FIRST FLOOR SUITE NUMBER TOTAL SQ. FOOTAGE AREA DESCRIPTION # OF REMOTE EXIT ACCESS DOORS SUITE TYPE SUITE 1-A 2,021 SF PRE ADMIT TESTING 1 NON -SLEEPING SUITE 1-B 5,336 SF RADIOLOGY 2 NON -SLEEPING SUITE 1-C 930 SF ULTRASOUND 1 NON -SLEEPING SUITE 1-D 1,178 SF MRI 1 NON -SLEEPING SUITE 1-E 1,495 SF ANGIOGRAPHY 2 NON -SLEEPING SUITE 1-F 2,117 SF NUCLEAR MED 2 NON -SLEEPING SUITE 1-G 770 SF OFFICE 1 NON -SLEEPING SUITE 1-H 7,270 SF KITCHEN 4 NON -SLEEPING SUITE 1-1 5,360 SF ADMINISTRATION 4 NON -SLEEPING SUITE 1-J 1,610 SF CHAPEL/ PASSAGE 4 NON -SLEEPING SUITE 1-K 1,745 SF SPEECH THERAPY 2 NON -SLEEPING SUITE 1-L 1,506 SF PHYSICAL THERAPY 1 NON -SLEEPING SUITE 1-M 5,630 SF PHYSICAL THERAPY 3 NON -SLEEPING SUITE 1-N 3,110 SF STAFF WORK 3 NON -SLEEPING SUITE 1-0 1,140 SF DRY STORAGE 2 NON -SLEEPING SUITE 1-P 2,430 SF HUMAN RESOURCES 1 NON -SLEEPING SUITE 1-Q 3,550 SF RECEIVING 3 NON -SLEEPING SUITE 1-R 4,950 SF STERILE PROCESSING 2 NON -SLEEPING 1 LIFE SAFETY PLAN - LEVEL 1 N� SCALE: 1/32" = 1'-0" EXIT TABULATION - FIRST FLOOR SMOKE COMPARTMENT OCCUPANY TYPE OCCUPANTS EXIT WIDTH ZONE AREA SQ. FT. NUMBER INCHES REQ. PROV. 1A 12,370 TREATMENT 12,370 240 52 0.2 10.4 17711 1 B 19,950 OUTPATIENT 4,290 100 43 0.2 8.6" 101" TREATMENT 15,660 240 66 13.2" 1C 16,584 OUTPATIENT 6,386 100 64 0.2 1311 16611 TREATMENT 4,015 240 17 3.4 MECHANICAL 1,955 300 7 1.4 ASSEMBLY 4,228 15 282 56.4 1 D 13,992 OUTPATIENT 6,837 100 69 0.2 13.8" 152" MECHANICAL 1,135 300 4 .8 ASSEMBLY 6,020 15 402 80.4 1E 13,884 TREATMENT 11,249 240 47 0.2 9.4 31" MECHANICAL 1,347 300 5 1 ASSEMBLY 1,248 15 84 16.8 1F 12,597 TREATMENT 11,858 240 50 0.2 10 134" MECHANICAL 739 300 3 .6 1G 4,890 ANCILLARY 4,150 240 18 0.2 3.6 124" MECHANICAL 740 300 3 .6 1 H 6,290 OUTPATIENT 3,360 100 34 0.2 6.8 6611 TREATMENT 2,930 240 13 2.6 11 13,393 TREATMENT 13,393 240 56 0.2 11.2 22011 11 13,022 TREATMENT 13,022 240 55 0.2 11 132" TOTAL 126,972 1,374 275 1, 303" LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET & EXTINGUISHER CABINET z HAZARDOUS AREAS FB FIRE BLANKET Q SMOKE DETECTOR Q HEAT DETECTOR EXIT LIGHT 1 EXIT LIGHT W/ DIRECTIONAL ARROW 4 FIRE ALARM HORN! STROBE E] FIRE ALARM MANUAL PULL STATION © FIRE ALARM STROBE osP STAND PIPE ® CARD READER 2A SMOKE ZONE SUITE: 1-A SUITE NAME 44 EXIT ARROW / CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL THE FOLLOWING REQUIREMENTS & REFERENCES NOTED ARE BASED UPON a. FULLY SPRINKLED BUILDING, AND b. EXISTING HEALTHCARE OCCUPANCY - 2009 NFPA 101, FLORIDA SPECIFIC EDITION c. 2007 NFPA 80 r LIMITS OF NON SLEEPING SUITES t 1. LIMITS (NFPA 101 PAR 19-2.5.7) ' (NFPA OF SLEEPING SUITES 101 PAR 19-2.5.7) ��+" ALL CORRIDOR WALLS ARE TO BE SMOKE TIGHT. GASKETING OF DOORS SHOULD NOT BE NECESSARY (NFPA 101 PAR A.8.4.3.4) (NFPA 101 PAR 19.3.6.3.1) SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE (NFPA 101 Par 19.3.6.3.1) ■ ■ a. 20 MINUTE RATED 1314" SOLID CORE WOOD DOOR, FRAME AND WINDOWS (19.3.6.3.1) ■ b. POSITIVE LATCHING REQUIRED (A19.3.6.3.5(1)) ■ c. NON RATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (19.3.6.3.12) ■ ■ d. DOOR CLOSER NOT REQUIRED (19-3.6.3.11) ■ e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT ■ MEETING EDGES OF PAIR OF DOORS (NFPA 80 6.3.1.7 ■ f. MAX. 1" UNDERCUT FROM BTM OF DOOR TO FINISH FLOOR (19.3.6.3.4) ■ g. PERIMETER WALLS OF AREAS OPEN TO CORRIDOR CONSTRUCTED TO MATCH ■ ■ CORRIDOR PARTITIONS AND CEILING (8.4.2) h. FIRE OR SMOKE DAMPERS NOT REQUIRED (19.3.7.4) ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. 314 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) ■ b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) e G. POSITIVE LATCHING REQUIRED (19.3.6.3.5) d. NON RATED PROTECTIVE PLATE UP TO 48" (19.3.2.1.4) ■ e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE (8.5.4.1 & NFPA 80 6.3.1.7) ■ f. MAX 314" DOOR UNDERCUT (NFPA 80 4.8.4.1) g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.5) h. FIRE DAMPERS REQUIRED (8.3.5.6.1) i. NO LOUVERS IN DOORS (8.4.3.3) i TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. 1 112 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) ■ b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) c. POSITIVE LATCHING REQUIRED (19.3.6.3.5) - d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER i THAN 48" ABOVE BOTTOM OF DOOR (19.3.2.1.4) LE e. MAX 1/8" GAP AT HINGE, LATCH & TOP ON PULL SIDE (8.5.4.1 & NFPA 80 6.3.1.7) f. MAX 314" DOOR UNDERCUT (NFPA 80 4.8.4.1) -_ g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.5) ■ h. 1112 HOUR FIRE DAMPER REQUIRED (8.3.5.6.1) i. NO LOUVERS IN DOORS (8.4.3.3) ONE HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19-3.7) a. 20 MIN. RATED SOLID CORE WOOD DOOR OR STEEL DOOR & FRAME (TABLE 8.3.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.8 & 8.5.4.4) ■ c. POSITIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.3.7.8) d. NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHT IS PERMITTED (19.3.7.6.1) ■ e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (8.5.4.1 & NFPA 80 6.3.1.7) ■_ f. EXISTING ASTRAGALS SHALL REMAIN ■ g. MAX 314" DOOR UNDERCUT (NFPA 80 4.8.4.1) h. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.5) ■ i. FIRE/SMOKE DAMPER(S) REQUIRED (8.5.5.2) j. NO LOUVERS IN DOORS (8.4.3.3) TWO HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19.3.7) _ a. 1 112 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) ■ b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.8 & 8.5.4.4) c. POSITIVE LATCHING REQUIRED (19.3.7.8) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER _■ THAN 16" ABOVE BOTTOM OF DOOR (NFPA 80 6.4.5) e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS ■ AND AT MEETING EDGES OF PAIR OF DOORS (8.5.4.1 & NFPA 80 6.3.1.7) f. EXISTING ASTRAGALS SHALL REMAIN g. MAX 314" DOOR UNDERCUT (NFPA 80 4.8.4.1) h. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.5) ■ i. FIRE/SMOKE DAMPER(S) REQUIRED (8.5.5.2) j. NO LOUVERS IN DOORS (8.4.3.3) 106 WEST NORTH BAY STREET / TAMPA, FL 33603 http://cjaegroup.com ENGINEERING STAMPS AND APPROVALS PAO, i I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. CARLA J. HARVEY; LICENSE NO: AR95088 14 Adivnent Zephyrhilis PROJECT NAME ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE DESCRIPTION SHEET TITLE OVERALL FIRST FLOOR LIFE SAFETY PLAN AND CODE ANALYSIS SHEET NO. Lsmoi KEY PLAN N0 L L. .. III I I 2 I 3 I 0 It C m n 1 ENLARGED LIFE SAFETY PLAN - LEVEL 1 NG SCALE: 1/8" = l'—O" LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET & EXTINGUISHER CABINET z HAZARDOUS AREAS FB FIRE BLANKET Q SMOKE DETECTOR Q HEAT DETECTOR EXIT LIGHT 1 EXIT LIGHT W/ DIRECTIONAL ARROW 4 FIRE ALARM HORN/ STROBE F❑ FIRE ALARM MANUAL PULL STATION © FIRE ALARM STROBE 9sP STAND PIPE ® CARD READER 2A SMOKE ZONE SUITE: 1-A SUITE NAME 44 EXIT ARROW / CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL THE FOLLOWING REQUIREMENTS & REFERENCES NOTED ARE BASED UPON a. FULLY SPRINKLED BUILDING, AND b. EXISTING HEALTHCARE OCCUPANCY - 2009 NFPA 101, FLORIDA SPECIFIC EDITION c. 2007 NFPA 80 LIMITS OF NON SLEEPING SUITES LIMITS OF SLEEPING SUITES (NFPA 101 PAR 19-2.5.7) (NFPA 101 PAR 19-2.5.7) ALL CORRIDOR WALLS ARE TO BE SMOKE TIGHT. GASKETING OF DOORS SHOULD NOT BE NECESSARY (NFPA 101 PAR A.8.4.3.4) (NFPA 101 PAR 19.3.6.3.1) SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE ■ (NFPA 101 Par 19.3.6.3.1) ■ ■ a. 20 MINUTE RATED 13/4" SOLID CORE WOOD DOOR, FRAME AND WINDOWS (19.3.6.3.1) ■ b. POSITIVE LATCHING REQUIRED (A19.3.6.3.5(1)) ■ ■ c. NON RATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (19.3.6.3.12) d. DOOR CLOSER NOT REQUIRED ■ e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT ■ MEETING EDGES OF PAIR OF DOORS (NFPA 80 6.3.1.7 ■ f. MAX.1" UNDERCUT FROM BTM OF DOOR TO FINISH FLOOR (19.3.6.3.4) ■ g. PERIMETER WALLS OF AREAS OPEN TO CORRIDOR CONSTRUCTED TO MATCH ■ ■ CORRIDOR PARTITIONS AND CEILING (8.4.2) h. FIRE OR SMOKE DAMPERS NOT REQUIRED (19.3.7.4) _ ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. 3I4 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) c. POSITIVE LATCHING REQUIRED (19.3.6.3.5) LE d. NON RATED PROTECTIVE PLATE UP TO 48" (19.3.2.1.4) ■ e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE (8.5.4.1 & NFPA 80 6.3.1.7) ■ f. MAX 3l4" DOOR UNDERCUT (NFPA 80 4.8.4.1) g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.5) h. FIRE DAMPERS REQUIRED (8.3.5.6.1) i. NO LOUVERS IN DOORS (8.4.3.3) ■ TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. 1112 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) ■ b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) c. POSITIVE LATCHING REQUIRED (19.3.6.3.5) — d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER THAN 48" ABOVE BOTTOM OF DOOR (19.3.2.1.4) e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE (8.5.4.1 & NFPA 80 6.3.1.7) f. MAX 314" DOOR UNDERCUT (NFPA 80 4.8.4.1) —_ g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.5) ■ h. 11/2 HOUR FIRE DAMPER REQUIRED (8.3.5.6.1) i. NO LOUVERS IN DOORS (8.4.3.3) ONE HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19-3.7) a. 20 MIN. RATED SOLID CORE WOOD DOOR OR STEEL DOOR & FRAME (TABLE 8.3.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.8 & 8.5.4.4) ■ c. POSITIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.3.7.8) d. NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHT IS PERMITTED (19.37.6.1) ■_ e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS ■ AND AT MEETING EDGES OF PAIR OF DOORS (8.5.4.1 & NFPA 80 6.3.1.7) f. EXISTING ASTRAGALS SHALL REMAIN ■ g. MAX 314" DOOR UNDERCUT (NFPA 80 4.8A.1) h. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.5) ■ ■ i. FIRE/SMOKE DAMPER(S) REQUIRED (8.5.5.2) j. NO LOUVERS IN DOORS (8.4.3.3) TWO HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19.3.7) a. 1112 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.8 & 8.5.4.4) c. POSITIVE LATCHING REQUIRED (19.3.7.8) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER ■ THAN 16" ABOVE BOTTOM OF DOOR (NFPA 80 6.4.5) e. MAX 1l8" GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS ■ AND AT MEETING EDGES OF PAIR OF DOORS (8.5.4.1 & NFPA 80 6.3.1.7) f. EXISTING ASTRAGALS SHALL REMAIN g. MAX 314" DOOR UNDERCUT (NFPA 80 4.8.4.1) h. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.5) ■ i. FIREISMOKE DAMPER(S) REQUIRED (8.5.5.2) j. NO LOUVERS IN DOORS (8.4.3.3) 106 WEST NORTH BAY STREET I TAMPA, FL 33603 http://cjaegroup.com I hill! 11"I'll I I STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. CARLA J. HARVEY; LICENSE NO: AR9508B In Advento'H'ealth Zephyrhills PROJECT NAME ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE DESCRIPTION SHEET TITLE ENLARGED LIFE SAFETY PLAN SHEET NO. LSm02 KEY PLAN N0 1 I 2 I 3 1 4 PHYSICIST /RADIATION SHIELDING REPORT RADIATION SERVI, I Shielding Specifications for AdventHealth Zephyrhills 7050 Gall Boulevard Zephyrhills, Florida 33541 Radiology Room 6 Completed on August 17, 2021 ,JJPerformed by rV` tJ"X�J Carly D. Williams, M.S., DABR Medical Physicist 9320 McIntosh Road, Dover, Florida 33527 (813) 685-3796 (800) 505-6828 Fax (813) 685-2448 Page 1 of 3 Shielding Calculation (RIF Room) Date: August 17, 2021 Room: Radiology Room 6 Calculated By Carly D. Williams. M.S.. DABR i^, ucenaa �r. �rv„4,r�y„.i ,o, mrvroo T KIP Kip ec Patients Per Wk.- (mGylpt) (mGy/pt) {mGy/pt) Side (mGy/pt) (mGy/pt) 60 Chest * 2.3 Other**' 5.2 Scatter** 0.034 Leakage- 0.00053 Backscatter- Rad Room Rad Tube 5.9 0.028 0.00094 (R&F Room) 20 Fluoroscopic Tube (R&F Room) 0.012 0.440 Design Parameters A-B (Hallway) 0.02 625 1.00 Chest Image Receptor 1,00 B-C (Room 5) 0.02 9.96 0.02 Secondary Wall 1.00 C-D (Control Room) 0.02 9.87 0.02 Secondary Wall 1.00 E-F 0.02 13.75 0.02 Secondary Wall 0.25 (Tech Area, Room 6 Toilet) F-A 0.02 5.50 0.2 Secondary Wall 1.00 (Pulmonary Function Lab) Ceiling/Floor 0.02 1 3.93 1 0.89 1 Ceiling/Floor 1 1.00 Shielding Requirements A-B (Hallway) 1.1 1/16 None,,e " B-C (Room 5) 0.55 1/16 Noeie C-D (Control Room) 0.55 1/16 None E-F (Tech Area, Room 6 Toilet) 0.4 1116 None F-A (Pulmonary Function Lab) 0.86 1/16 Npne Ceiling/Floor 65 rum concrete Assumed 72 min concrete None Value provided by facility V211.le taken from NCRP Report No. 147 Assumptions 1. The recommended occupancy factors are conservatively high. 2. The minimum distance to the occupied area from a shielded wall is assumed to be one foot. 3. The minimum required thickness has been increased to nearest available 1/32" of lead. 4. The shielding design goal of 0.02 mGy/wk. was chosen for all occupants to meet NCRP guidelines for declared pregnant workers. Recommendations: 1. The shielding required for the control room window must be the lead equivalent of the rest of the barrier. 2. The shielding in the walls must extend to a height of at least seven feet. 3. Any joints in the shielding material should overlap to prevent leaks. 4. Any penetrations to the shielding should be back shielded with equivalent material to the shield penetrated with sufficient overlap such that no direct line of sight between the radiation source and the outside of the barrier exists. 5. The existing structural concrete in floor and ceiling meet the shielding requirement. 6. A permanent placard should be mounted by the contractor in the room specifying the amount and type of shielding in each of the walls. I aU�UVi 1 .R.I Y es Inc.Page 2 of 3 w(813) 6 ser.co I (813)85-3796 5-8` j1y TAS Eby,,. 8 I a r (/F R I - I I ,� I I I L ( - i l I ,1 ___ _ I 3 _____f+ t I 3 7 -- � I - I I CONTROL I I I I I TOILET Specific details relating to the above shielding requirements diagram can be found on the corresponding calculation pages included in this document. radseccomR1&RSpnkes, Inc, Page 3 of 3 (813) 685-3796 INFECTION CONTROL RISK ASSESSMENT ADVENTHEALTH INFECTION CONTROL RISK ASSESSMENT Infection Control Construction Worksheet No: Location of Construction: Imaging Suite Project Start Date: TBD - Approx 9/15 Project Coordinator: Jordan Smith Estimated Duration: Approx 30 days Contractor Performing Work: TBD Completion Date: 10/15/2021 Supervisor: TBD Telephone: TBD YES NO CONSTRUCTION ACTIVITY YES NO INFECTION CONTROL RISK GROUP TYPE A: Inspection, non-invasive activity GROUP 1: Low Risk TYPE B: Small scale, short duration GROUP 2: Medium Risk moderate to high levels �r t� kr kles tit"al? evis�t. TYPE D: Major duration and construction GROUP 4: Highest Risk activities requiring consecutive work shifts 1. Execute work by methods to minimize raising dust 3. Minor Demolition for Remodeling CLASS I 2. Immediately replace a ceiling tile displaced for visual inspection 1. Provide active means to prevent airborne dust from 6. Contain construction waste before transport in dispersing into atmosphere. tightly covered containers 2. Water mist work surfaces to control dust while 7. Wet mop and/or vacuum with HEPA filtered CLASS II cutting. vacuum before leaving work area. 3. Seal unused doors with duct tape. 8. Place dust mat at entrance and exit of work area 4. Block off and seal air vents. 9. Isolate HVAC system in areas 5. Wipe work surfaces with disinfectant. where work is being preformed. L Isolate HVAC system in area where work is being 6. Vacuum work with HEPA filtered vacuums. CLASS III done to prevent contamination of ducts stem. p y 7. We mop with disinfectant p Date: 2. Complete all critical barriers or implement control 8. Remove barrier materials carefully to minimize Cube method before construction begins. 3. Contain construction waste before transport in spreading of dirt and debris associated with construction Initial tightly covered containers 9. Cover transport receptacles or carts. Tape coverings 4. Maintain negative air pressure within work site g P 10. Isolate HVAC system in areas where Y utilizing HEPA equipped air filtration units. 5. Do not remove barriers from work area until work is being preformed completed project is thoroughly cleaned by the Environmental Services Department. I,t'�rate�ACrsystttiefca:��vt1)fik,7rs,ieettrg 446r1S#��#Iontu�mg�„v�ar��tri c�ot��o � 2.�f;,t?�etel�lb:�cer�t�rllttt�otCt(�aj 7� '`D9�e#i±�b�r'sT�unn"rworlta�l cut In�ul'l?B�ot'it �l�'ttcttkrtt�.s ���ts tlslrizigitly �#tx�tlae t IaY P0 to+tTH''tr t ik' �"�� 1�t4� � �Srtp�tS�'�* '. � � fltst f� atpltu�tdifwastebefor�rspltrt;;rn jl�iyn��l,+v�rt�rtf ,4 •a5'ttl�'dr`���i(cr; 3T =�vdc"rort>�zC�'fo�or��tts 'I`I�€�?titg I� ;isrftatc'�ACv � ar�at Architect: CJAE Group, Carla Harvey Engineering: Jordan Smith Infection Control: Safety Officer: Jordan Smith Contractor: TBD Date: 6/23/2021 Exceptions/Additions to this inspection: Yes No Steps 1-3 Adapted with permission V Kennedy, B Barnard, St. Luke Episcopal Hospital, Houston TX; C Fine, CA Steps 4-14 Adapted with permission Fairview University Medical Center, Minneapolis MN ADVENTHEALTH INFECTION CONTROL RISK ASSESSMENT Step 3: Description of Required Infection Control Precautions by Class Uurmg Uonstructlon rroject 1. Execute work by methods to minimize raising dust From construction operation. 2. Immediately replace a ceiling tile displaced for visual inspection 1. Provide active means to prevent airborne dust from dispersing into atmosphere. 2. Water mist work surfaces to control dust while cutting. 3. Seal unused doors with duct tape. 4. Block off and seal air vents. 5. Place dust mat at entrance and exit of work area 6. Isolate the HVAC system in areas where work is beine nerformied. 1. Isolate HVAC system in area where work is being done to prevent contamination of duct system. 2. Complete all critical barriers I.e. sheetrock, plywood, plastic, to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with 14EPA vacuum for vacuuming prior to exit) before construction begins. 3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units. 4. SeaI holes, pipes, conduits, and punctures. 5. Construct anteroom and require all personnel to pass through this room so they can be vacuumed using a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that are removed each time they leave work site. 6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area. 7 Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Dept. Upon completion of rroject 1. Wipe work surfaces with disinfectant. 2. Contain construction waste before transport in tightly covered containers. 3. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work area. 4. Remove isolation of HVAC system in areas where work is being performed. 1. Remove barrier materials carefully to minimize spread of dirt and debris 2. Contain construction waste before transport in Tightly covered containers. 3. Cover transport receptacles or carts. Tape covering unless solid lid. 4. Vacuum work area with HEPA filtered vacuums. 5. Wet mop area with disinfectant. 6. Remove isolation of HVAC system in areas where work is being performed. Steps 1-3 Adapted with permission V Kennedy, B Barnard, St. Luke Episcopal Hospital, Houston TX; C Fine, CA Steps 4-14 Adapted with permission Fairview University Medical Center, Minneapolis MN 4 I EXISTING SLAB ABOVE CLOSE CEILING SPACE WITH POLYTHENE MEMBRANE SEAL OPEN DUCTS SUSPENDED CEILING (TYP) E SEAL ALL OPEN JOINTS AND PIPE/DUCT CONDUIT PENETRATIONS; SECURE ALL TAPE W/ RAM -TACK IN THE PARTITION AND POLYTHENE BARRIER WITH DUCT TAPE SEAL PERIME DUCT TAPE RENOVATION SIDE NOTE: CONTRACTOR SHALL MAINTAIN A MINIMUM OF 6'-0" CLEAR WIDTH IN ALL CORRIDORS AND PASSAGES ALONG THE FULL LENGTH OF THE TEMPORARY CONSTRUCTION BARRIER ON THE OCCUPIED SIDE. PLASTER TAPE ALL JOINTS, HIGH TACK SPRAY OR EQUAL 5/8" TYPE 'X' GWB ON 3 5/8" STUD FRAMING AT 16" O.C. (1-HR). PAINT OCCUPIED SIDE. OCCUPIED SIDE (MIN) SOUND ATTENUATION WET NT 3 5/8" SILL TRACK "URED TO FLOOR STING FLOORING ADVENTHEALTH INFECTION CONTROL RISK ASSESSMENT Infection Control Risk Assessment Matrix of Precautions for Construction & Renovation Step One: Using the following table, identify the Type of Construction Project Activity (Type A-D) h Inspection and Non -Invasive Activities. Includes, but is not limited to: # Removal of ceiling tiles for visual inspection limited to I tile per 50 ar " square feet. # Painting (but not sanding) # Wall covering, electrical trim work, minor plumbing, and activities Which do not generate dust or require cutting of walls or access to Ceilings other than for visual inspection Small scale, short duration activities which create minimal dust. Includes, but is not limited to: # Installation of telephone and computer cabling # Access to chase spaces # Cutting of walls or ceiling,,where dust migration can be controlled. • r r + ,t�. iv � u �a �, ��j�ti,�v"tu'�a�✓y ��'���I`f1'�x Major demolition and construction projects. Includes, but is not limited to: # Activities which require consecutive work shifts # Requires heavy demolition or removal of a complete cabling system # New construction Step 1: TYPE C Steps 1-3 Adapted with permission V Kennedy, B Barnard, St. Luke Episcopal Hospital, Houston TX; C Fine, CA Steps 4-14 Adapted with permission Fairview University Medical Center, Minneapolis MN 2 ADVENTHEALTH INFECTION CONTROL RISK ASSESSMENT Step 4: Identify the areas surrounding the project area, assessing potential impact Unit Below Unit Above Lateral Lateral Behind Front N/A Cath/Locker (Risk Gr 4) Imaging Imaging Imaging Imaging Risk Grou Risk Grou Risk Grou Risk Gmu Risk Grou Risk Grou Step 5: Identify specific site of activity eg, patient rooms, medication room, etc. Replacement of existing x-ray equipment with new x-ray equipment. Step 6: Identify issues related to: ventilation, plumbing, electrical in terms of the occurrence of probable outages. There may be minor electrical shutdown required for new wiring connections. Will be coordinated with sraff/areas affected. Step 7: Identify containment measures, using prior assessment. What types of barriers? (Eg, solid wall barriers); Will HEPA filtration be required? Entry door protection, solid wall barrier or Edgeguard, with HEPA filtration negative air machines and entry vestibule. (Note: Renovation/construction area shall be isolated from the occupied areas during construction and shall be Negative with respect to surrounding areas) Step 8: Consider potential risk or water damage. Is there a risk due to compromising structural integrity? (eg, wall, ceiling, roof) None Step 9: Work hours: Can or will the work be done during non -patient care hours? Normal Hours Step 10: Do plans allow for the adequate number of isolation/negative air flow rooms? N/A Step 11: Do the plans allow for the required number & type of hand washing sinks? N/A - Already in the room. Step 12: Does the infection control staff agree with the minimum number of sinks for this project? N/A Step 13: Does the infection control staff agree with the plans relative to clean and soiled utility rooms? N/A Step 14: Plan to discuss the following containment issues with the project team. Eg, traffic flow, housekeeping, debris removal (how and when), Contractor to remove waste out the back of the building. Contractor to monitor housekeeping and sticky mats at all times. Steps 1-3 Adapted with permission V Kennedy, B Barnard, St. Luke Episcopal Hospital, Houston TX; C Fine, CA Steps 4-14 Adapted with permission Fairview University Medical Center, Minneapolis MN 5 ADVENTHEALTH INFECTION CONTROL RISK ASSESSMENT Step Two: Using the following table, identify the Patient Risk Groups that will be affected. If more than one risk group will be affected, select the higher risk group. Offices All patient care areas Emergency Department Operating Rooms Administration not mentioned in Ratltirlirv&1Vf Sterile Processing Public Areas groups 3 or 4 PACU ICU Kitchen Nuc Med Cath Lab Admission Laboratories Outpatient Areas Echocardiography Dialysis Pharmacy Step 2: High Step Three: Match the Patient Risk Group (Low, Medium, High, Highest) with the planned... Construction Project Type (A, B, C, D) on the following matrix, to find the... Class of Precautions (1, H, III, IV) or level of infection control activities required. Class I -IV or Color -Coded Precautions are delineated on the following page. IC Matrix - Class of Precautions: Construction Project by Patient Risk Construction Project Type Note: Infection Control approval will be required when the Construction Activity and Risk Level indicate that _ or ® control procedures are necessary. Steps 1-3 Adapted with permission V Kennedy, B Barnard, St. Luke Episcopal Hospital, Houston TX; C Fine, CA Steps 4-14 Adapted with permission Fairview University Medical Center, Minneapolis MN ADVENTHEALTH INFECTION CONTROL RISK ASSESSMENT Appendix: Identify and communicate the responsibility for project monitoring that includes infection Control concerns and risks. The ICRA may be modified throughout the project. Revisions must be communicated to the Project Manager. Yes No N/A X Will there be Noise generated that will impact a department adjacent to, above or below the construction area? X A: If so, departments must be notified. X B: How are you going to reduce the noise to an acceptable level? Yes No N/A X Will Vibration be generated that will impact a department adjacent to, above, or below the construction area? X A: If so, departments must be notified. X B: How are you going to reduce the noise to an acceptable level? Yes No N/A X Are Emergency Procedures in place and posted on each job for accidental events that could greatly impact Patient Care or Life Safety to the facility? included in these procedures are such things as: Emergency telephone numbers of key departments A plan that describes where main valves, switches, and controls are for the area in case of an emergency. A plan for unexpected outages. Steps 1-3 Adapted with permission V Kennedy, B Barnard, St. Luke Episcopal Hospital, Houston TX; C Fine, CA Steps 4-14 Adapted with permission Fairview University Medical Center, Minneapolis MN 6 KEY PLAN N� 106 WEST NORTH BAY STREET / TAMPA, FL 33603 http:l/cjaegroup.com ENGINEERING STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA- TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. CARLA J. HARVEY, LICENSE NO: AR95088 PROJECT NAME ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100%D CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. DATE DESCRIPTION SHEET TITLE INFECTION CONTROL RISK ASSESSMENT AND INFORMATION, RADIATION SHIELDING REPORT SHEET NO. ■ TYPICAL TEMP CONSTRUCTION BARRIER 2 3 4 U C 1 0 00 01 15 LIST OF DRAWINGS COMPLETE LIST OF DRAWINGS IN CONTRACT SET WITH DRAWING NO., SHEET DESCRIPTION AND DRAWING DATE. 00 10 00 SOLICITATION FOR BIDS BID FORM / REQUEST FOR PROPOSAL (RFP) DOCUMENT BY OWNER OR OWNER'S REPRESENTATIVE; PROVIDED BY OWNER OR OWNER REP. 00 52 00 AGREEMENT FORMS OWNER AGREEMENT TO BE BETWEEN OWNER AND CONTRACTOR. REFER TO RFP OR BID REQUEST. 00 70 00 CONDITIONS OF THE CONTRACT PROVIDED BY OWNER OR OWNER REPRESENTATIVE. 01 25 00 SUBSTITUTION PROCEDURES ALL PRODUCTS MUST MATCH CONTRACT DOCUMENTS OR SPECIFICATIONS. ANY SUBSTITUTIONS MUST BE SUBMITTED AND APPROVED BY ARCHITECT OR ENGINEER OF RECORD. SUBSTITUTIONS MUST PROVIDE MONETARY OR SCHEDULE VALUE TO THE PROJECT. 01 29 00 PAYMENT PROCEDURES 'APPLICATIONS FOR PAYMENT' SCHEDULE AND REQUIREMENTS MUST BE COORDINATED WITH OWNER OR OWNER REPRESENTATIVE. ARCHITECT IS REQUIRED TO REVIEW ALL APPLICATIONS FOR PAYMENT PRIOR TO SUBMISSION TO OWNER FOR FINAL PAYMENT APPROVAL. FULL SCHEDULE OF VALUES MUST BE INCLUDED, ALONG WITH PERCENTAGE COMPLETE / PAYMENT REQUESTED AMOUNTS. PROVIDE INDIVIDUAL TRADES PAY APPLICATIONS AS SUPPORT. 01 32 00 CONSTRUCTION PROGRESS DOCUMENTA11ON CONTRACTOR MUST PROVIDE REGULAR RECORDED DOCUMENTATION OF CONSTRUCTION PROGRESS. FREQUENCY TO BE DETERMINED BY OWNER OR OWNER REPRESENTATIVE. PHOTOGRAPHIC DOCUMENTATION IS REQUIRED. IN —WALL PHOTOGRAPHS MUST BE TAKEN PRIOR TO CLOSING —UP OF ANY WALLS. PROJECT SCHEDULE, INCLUDING MILESTONE DATES AND PROGRESS COMPLETION, SHALL BE INCLUDED. 01 50 00 TEMPORARY FACILITIES AND CONTROLS TEMPORARY UTILITIES AND UTILITY CONNECTIONS FOR CONSTRUCTION MUST BE COORDINATED WITH OWNER. 01 56 10 TEMPORARY BARRIERS AND ENCLOSURES — INFECTION CONTROL REFER TO INFECTION CONTROL RISK ASSESSMENT FORM, BY OWNER. RISK ASSESSMENT DOCUMENTATION IS INCLUDED IN THIS DOCUMENT PACKAGE; ASSESSMENT MUST BE VERIFIED AND CONFIRMED BY OWNER'S INFECTION CONTROL DEPARTMENT. 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS DISCOVERY OF WATER DAMAGE AND ORGANIC CONTAMINANTS CONSULTANTS AND CONTRACTORS CONDUCTING WORK ARE REQUIRED TO NOTIFY OWNER OF ANY WATER DAMAGE OR CONCERNS OF ORGANIC CONTAMINANTS. ANY REQUIRED TESTING SHALL BE PERFORMED BY OWNER. 01 58 13 TEMPORARY PROJECT SIGNAGE COORDINATE ALL SIGNAGE REQUIREMENTS AND LANGUAGE WITH OWNER. IMMEDIATE CONTACT INFORMATION MUST BE PROVIDED FOR EMERGENCY USE. 01 70 00 EXECUTION AND CLOSEOUT DOCUMENTS PROVIDE FINAL AS —BUILT DOCUMENTATION FOR ALL DISCIPLINES TO THE ARCHITECT AND OWNER OR OWNER REPRESENTATIVE. PROVIDE OWNER MANUALS AND PRODUCT DATA FOR ALL MAJOR MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, AS DEFINED IN THE PROJECT DOCUMENTS. PROVIDE AND COORDINATE FINAL WARRANTY INFORMATION TO THE OWNER, AS DEFINED IN THE PROJECT DOCUMENTS. COORDINATE FINAL WALKTHROUGHS AND PUNCH LIST WITH ARCHITECT, ENGINEER AND OWNER OR OWNER REPRESENTATIVE. FINAL DOCUMENTATION OF ACCEPTANCE OF WORK BY ARCHITECT/ENGINEER MUST BE PROVIDED TO OWNER. 02 41 19 SELECTIVE DEMOLITION COORDINATION DEMOLITION PRACTICES WITH OWNER OR OWNER REPRESENTATIVE. SCHEDULE DEMOLITION ACTIVITIES TO BE OF LEAST IMPACT TO REGULAR OPERATIONS BY OWNER. PROTECTIVE MEASURES SHALL BE PUT INTO PLACE, WITH CLEAR COMMUNICATION AND PROCESSES/PROCEDURES COORDINATED WITH OWNER OR OWNER REPRESENTATIVE. CONTRACTOR SHALL FOLLOW MATERIAL DISPOSAL WITH HOSPITAL STANDARD PROCEDURES. ALL ITEMS/ MATERIAL TO BE REMOVED/DISPOSED MUST BE PROTECTED WHILE IN TRANSIT THROUGH THE HOSPITAL TO FINAL DISPOSAL AREA. 02 26 23 ASBESTOS ASSESSMENT REQUIRED FOR ALL PROJECTS WITHIN THE HOSPITAL UNLESS RECENT SURVEY IS ON RECORD, BY OWNER. VERIFY TESTING COMPLETION BY OWNER. 02 87 13 MOLD REMEDIATION COORDINATE ALL REQUIRED MOLD REMEDIATION WITH OWNER. REMEDIATION PROCESS MUST BE COORDINATED WITH OWNER, INFECTION CONTROL DEPARTMENT, USER GROUPS. REMEDIATION MUST BE COMPLETED BY A LICENSED PROFESSIONAL. 03 30 00 CAST —IN —PLACE CONCRETE ALL CONCRETE POURS SHALL BE INSPECTED BY REGULATORY AUTHORITIES, OWNER REPRESENTATIVE, ARCHITECT AND STRUCTURAL ENGINEER, AS APPROPRIATE, BEFORE POURS. ALLOW A MINIMUM OF 72—HOUR NOTICE IF POURS ARE TO OCCUR WITHIN THE EXISTING HOSPITAL BUILDING TO ALLOW FOR SAFETY MEASURES AND COORDINATION WITH OPERATIONS. FOR ANY NEW CONCRETE HOUSEKEEPING PADS TO BE POURED AND ANCHORED TO AN EXISTING CONCRETE SLAB, ALL PAINT, SEALERS AND FINISHES MUST BE REMOVED BEFORE DOWELING AND POURING NEW SLAB, UNLESS OTHERWISE SPECIFIED. 03 82 13 CONCRETE CORE DRILLING ALL CORE DRILL LOCATIONS MUST BE VERIFIED AND CONFIRMED WITH STRUCTURAL ENGINEER PRIOR TO WORK. ALL CORE DRILLING MUST BE COORDINATED WITH OWNER OR OWNER REPRESENTATIVE TO COMPLY WITH ICRA/SAFETY MEASURES AND TO MINIMIZE IMPACT ON EXISTING OPERATIONS. NOT USED 05 10 00 STRUCTURAL METAL FRAMING REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL STEEL INFORMATION. PROVIDE 'UNISTRUT' SYSTEMS FOR STRUCTURAL RAIL SUPPORT SYSTEM, DELEGATED DESIGN. REFER TO AGFA DRAWINGS AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE FINAL CEILING RAIL SUPPORT SYSTEM WITH AGFA EQUIPMENT, CONFIRM WITH AGFA REPRESENTATIVE FOR FINAL APPROVAL OF SYSTEM AND INSTALLATION LOCATION. 06 10 53 MISCELLANEOUS ROUGH CARPENTRY ALL BLOCKING AND CONCEALED WOOD FRAMING TO BE FIRE —RETARDANT TREATED, COMPLYING WITH AWPA C20 AND AWPA C27. 06 40 23 INTERIOR ARCHITECTURAL WOODWORK MINIMUM AN PREMIUM GRADE MATERIALS AND WORKMANSHIP — ALL CABINETS TO BE MADE OF PLYWOOD, NO EXCEPTIONS — ALL BASE CABINETS TO BE INSTALLED OVER SHEET VINYL FLOORING, SHALL RUN CONTINUOUS UNDER BASE CABINET AND FLASH —COVED TO BACK WALL. — DRAWER CONSTRUCTION SHALL BE ALL PLYWOOD; NO PARTICLE BOARD AND NO METAL SIDES. — LEG SUPPORTS SHALL BE LAMINATED PLYWOOD — ALL BASE CABINET COUNTERTOP OUTSIDE CORNERS SHALL BE 2" RADIUS. — WALL CABINETS MUST HAVE LAMINATED FILLER PIECE TO CEILING, UNLESS OTHERWISE NOTED. — INSIDE OF CABINET WHITE LINER ONLY, NO MELAMINE — SOLID SURFACE COUNTERTOPS — CORIAN, WILSONART — SEE FINISH SCHEDULE FOR DETAILS PLASTIC LAMINATE — FORMICA, ARBORITE, WILSONART — SEE FINISH SCHEDULE FOR DETAILS — CABINET HARDWARE — TO MATCH EXISTING, OR HINGES — HINGES BLUM 120 DEG PRESS —IN, BLUM—BLlT5550 BACK PLATE — BACK PLATE — OMM, BLUM BACK PLATE BL-175H7100 DRAWER GLIDES — KNAPE/VOGT DRAWER GLIDES — FULL EXTENSION KV8400 SERIES PULLS — BRUSHED CHROME WIRE PULLS 96MM COUNTERTOP SUPPORT BRACKETS — RAKKS FOR COUNTERS 12" DEEP — STYLE EC-0808; FOR COUNTERS 18" DEEP — STYLE EC0812; FOR COUNTERS 24" DEEP - EH-1818 WITH RADIUS; FOR COUNTERS 30" DEEP - EH-1824 WITH RADIUS ADDITIONAL SUPPORT ANGLE RAKKS EH —CS 2 X 2 X 1 /8" ALUMINUM ANGLE CLEAT STOCK. — GROMMETS — 3" DIAMETER, WITH RIM AND REMOVABLE PLASTIC COVER (BLACK) 07 81 00 APPLIED FIREPROOFING FIREPROOFING EXISTING STRUCTURE AT CORE DRILL OR PENETRATION LOCATIONS MUST MATCH EXISTING FIREPROOFING METHOD. 07 84 10 PENETRATION FIRESTOPPING ALL FIRESTOPPING MUST BE UL SYSTEM, AND MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. - PENETRATIONS IN FIRE —RESISTANCE —RATED WALLS: PROVIDE PENETRATION FIRESTOPPING WITH RATINGS DETERMINED PER ASTM E 814 OR UL 1479. — PENETRATIONS IN HORIZONTAL ASSEMBLIES: PROVIDE PENETRATION FIRESTOPPING WITH RATINGS DETERMINED PER ASTM E 814 OR UL 1479. F—RATING SHALL BE AT LEAST 1—HOUR, BUT NOT LESS THAN THE FIRE —RESISTANCE RATING OF THE CONSTRUCTION PENETRATED. T—RATING SHALL BE AT LEAST 1—HOUR, BUT NOT LESS THAN THE FIRE —RESISTANCE RATING OF CONSTRUCTION PENETRATED EXCEPT FOR FLOOR PENETRATIONS WITHIN THE CAVITY OF A WALL. — PENETRATIONS IN SMOKE BARRIERS: PROVIDE PENETRATION FIRESTOPPING WITH RATINGS DETERMINED PER UL 1479. APPROVED MANUFACTURERS — HILTI, STI, 3M BOD — 3M FIRE BARRIER CP 25WBt SEALANT UL—SYSTEM LABEL SHALL BE AFFIXED ADJACENT TO THE PENETRATION. 07 84 40 FIRE —RESISTIVE JOINT SYSTEMS APPROVED MANUFACTURERS — HILTI, STI, 3M 07 92 00 JOINT SEALANTS FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL JOINT SEALANT INSTALLATION. PROVIDE SILICONE, URETHANE OR LATEX JOINT SEALANTS, AS APPROPRIATE, FOR SPECIFIC INSTALLATION TYPE. — SILICONE JOINT SEALANT : CONTROL AND EXPANSION JOINTS IN OVERHEAD SURFACES; OTHER JOINTS AS NOTED. APPROVED MANUFACTURERS: DOW CORNING CORP 790; GE ADVANCED MATERIALS SILPRUF LM SCS2700; TREMCO INC SPECTREM 1 — URETHANE JOINT SEALANT. INTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES — ISOLATION JOINTS IN CAST —IN —PLACE CONCRETE SLABS; CONTROL AND EXPANSION JOINTS IN TILE FLOORING; OTHER JOINTS AS NOTED. APPROVED MANUFACTURERS: BASF BUILDING SYSTEMS SONOLASTIC NP 2; PECORA CORP DYNATRED; TREMCO INC VULKEM 227 — ACRYLIC —LATEX SEALANT. INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES THAT WILL BE FIELD —PAINTED — PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS, ACCESS DOORS AND WINDOWS; OTHER JOINTS AS NOTED. APPROVED MANUFACTURERS: BASF BUILDING SYSTEMS SONOLAC; BOSTIK INC CHEM—CALK 600; TREMCO INC TREMFLEX 834 — MILDEW —RESISTANT SILICONE SEALANT: MILDEW —RESISTANT JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON -TRAFFIC SURFACES — JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS AND COUNTERS; TILE CONTROL AND EXPANSION JOINTS; OTHER JOINTS AS NOTED. APPROVED MANUFACTURERS: BASF BUILDING SYSTEMS OMNIPLUUS; DOW CORNING CORP 786 MILDEW RESISTANT, TREMCO INC TREMSIL 200 SANITARY 08 12 13 HOLLOW METAL FRAMES PROVIDE 1/16" LEAD —LINED EQUIVALENT GLAZING AND FRAME PER PHYSICIST REPORT. ENAMEL PAINTED FRAME APPROVED MANUFACTURER: RAY —BAR LEAD —LINED FRAME; RADIATION PROTECTION PRODUCTS (RPP) 08 56 49 GLAZING PROVIDE 1/16" LEAD —LINED EQUIVALENT GLAZING AND FRAME PER PHYSICIST REPORT. APPROVED MANUFACTURER: RAY —BAR LEAD —LINED VIEW WINDOWS; RADIATION PROTECTION PRODUCTS (RPP) 09 06 00 SCHEDULES FOR FINISHES REFER TO INTERIOR FINISH PLAN OR INTERIOR FINISH SCHEDULE IN THE DOCUMENTS FOR INTERIOR FINISH SCHEDULE. 09 21 16 GYPSUM BOARD ASSEMBLIES MUST COMPLY WITH ASTM C 36/C 36M OR ASTM C 1396/C 1396M, AS APPLICABLE TO TYPE OF GYPSUM BOARD AND WHICHEVER IS MORE STRINGENT. 5/8" TYPE X GYPSUM BOARD — TYPICAL MOISTURE AND MOLD RESISTANT TYPE — ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274.. LONG EDGES TAPERED — WET WALLS (BOD "PURPLE BOARD" BY US GYPSUM) PROVIDE LEAD —LINED 1/16" GYPSUM WALL BOARD, AS REQ'D, REFER TO PHYSICIST REPORT. 09 22 16 NON—STRUCTURAL METAL FRAMING 20 GA STEEL STUDS FOR INTERIOR FRAMING AT 16" OC 20 GA STEEL STUDS FOR HEADERS AND FOOTERS DOUBLE 20 GA STEEL STUDS FOR FRAMING OF DOORS AND WINDOWS FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR FRAMING GAUGE OF LEAD —LINED DOORS OR DOORS GREATER THAN 3'-6". 09 30 00 11LING REFER TO FINISH SCHEDULE USE MANUFACTURER'S RECOMMENDED ADHESIVE PROGRAM/SYSTEM. 09 51 13 ACOUSTIC PANEL CEILINGS ACT1 — REFER TO FINISH SCHEDULE APPROVED MANUFACTURERS: ARMSTRONG, SQUARE LAY —IN METAL SUSPENSION SYSTEM: BOD: PRELUDE XL 15/16" EXPOSED TEE SYSTEMS, OR EQUAL APPROVED MANUFACTURERS: ARMSTRONG 09 65 00 RESILIENT FLOORING SHEET VINYL B.O.D.: REFER TO FINISH SCHEDULE ADHESIVES: PER MANUFACTURER'S RECOMMENDATION RUBBER BASE B.O.D.: JOHNSONITE/TARKETT DURACOVE THERMOPLASTIC RUBBER 1/8"; 4" HT TYPICAL 09 72 00 WALL COVERINGS WALL PROTECTION BY INPRO CORP.; 0.08" THICKNESS. REFER TO FINISH SCHEDULE FOR DETAILS AND LOCATIONS 09 91 23 INTERIOR PAINTING REFER TO INTERIOR FINISHES DRAWINGS FOR PAINT COLORS/LOCATIONS LOW VOC PAINT REQUIRED SHERWIN WILLIAMS PROMAR 200, EGGSHELL (SEMIGLOSS AT DOOR/WINDOW FRAMES) NEW WALLS: 1 COAT PRIMER, 2 COATS FINISH (MINIMUM) EXISTING WALLS: 1 COAT KILZ OR PRIMER, 2 COATS FINISH FRAMES: SEMIGLOSS; 1 COAT PRIMER, 2 COATS FINISH REFER TO FINISH SCHEDULE FOR ADDITIONAL DETAILS 10 14 00 SIGNAGE NOT USED (EXISTING TO REMAIN) 10 26 23 PROTECTIVE WALL COVERING INPRO — 160 CG HIGH IMPACT CORNER GUARDS (2") 10 28 13 TOILET ACCESSORIES GRAB BARS (GB) — EXISTING TO REMAIN MIRROR (MIR) — NEW — CFCI — BOBRICK B-293-1836 SOAP DISPENSER (SD) — EXISTING TO REMAIN TOILET PAPER DISPENSER (TPD) — EXISTING TO REMAIN PAPER TOWEL DISPENSER (PTD) — EXISTING TO REMAIN SHELF — EXISTING TO REMAIN 10 44 00 FIRE PROTECTION SPECIALTIES NOT USED (EXISTING TO REMAIN) 11 77 00 REFER TO EQUIPMENT PACKAGE PROVIDED BY VENDOR 'AGFA' TITLED "DR 800 DIGITAL HIGH FREQUENCY UNIVERSAL R/F SYSTEM SUITE" DATED 05/03/2021. REVIEW ALL VENDOR —PROVIDED EQUIPMENT PLANS TO ENSURE COORDINA11ON WITH THIS CONTRACT DOCUMENT PACKAGE. 12 35 70 HOSPITAL CASEWORK REFER TO DIVISION 06 AND DRAWINGS FOR INFORMATION. 13 49 00 RADIATION PROTECTION OWNER TO PROVIDE LEAD SHIELDING REPORT BY PHYSICIST BOTH PRIOR TO AND POST -CONSTRUCTION. REFER TO SPECIFICATIONS DIVISIONS 08 AND 09, AND DRAWINGS, FOR ADDITIONAL INFORMATION ABOUT SHIELDING REQUIREMENTS. ALL LEAD SHIELDING SHALL BE CONTINUOUS UP TO 7'-0". NOT USED 106 WEST NORTH BAY STREET I TAMPA, FL 33603 http://cjaegroup.com STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT i AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. CARLA J. HARVEY, LICENSE NO: AR95088 PROJECT NAME ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST (�NO. I DATE DESCRIPTION SHEET TITLE PROJECT SPECIFICATIONS SHEET NO. Amol 2 3 4 I C I V INTERIOR FINISHES SCHEDULE REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. FINAL COLOR SELECTIONS TO BE VERIFIED WITH OWNER. FINISH KEYNOTE MANUFACTURER STYLE COLOR ADDITIONAL COMMENTS ACOUSTIC CEILING TILE ACT-1 ARMSTRONG DUNE WHITE 24"x24" SQUARE LAY -IN ACOUSTIC CEILING GRID ARMSTRONG ALUMINUM WHITE 15/16" PAINT PT-1 SHERWIN WILLIAMS EGGSHELL 7668 MARCH WIND SHEET VINYL FLOORING SV-1 PATCRAFT HOLISTIC ECHO 00120 78.95"x65.94" SHEET; HEAT WELDED SEAMS WITH ROD COLOR MATCHING TILE FLOORING TIL-1 DALTILE FABRIQUE P690 GRIS LINEN 12"X24" TILE; DARK GROUT TO MATCH TILE; RUNNING BOND WALL TILE TIL-2 DALTILE FABRIQUE P690 GRIS LINEN 12X24" TILE; DARK GROUT TO MATCH TILE; HORIZONTAL RUNNING BOND RUBBER BASE RB-1 JOHNSONITE MILLWORK LINE 47 BROWN 5.25" WALL BASE; INFLECTION PROFILE PLASTIC LAMINATE - CASEWORK PL-1 FORMICA COMMERCIAL 6413 SILVER RIFTWOOD SOLID SURFACE COUNTERTOP SS-1 WILSONART SOLID SURFACE 9204CE MORNING ICE 0.75" CORNER GUARDS CG-1 INPRO 160CG H.I. MATCH PAINT COLOR 4' HEIGHT CONSTRUCTION PLAN KEYNOTES PLEASE REFER TO G.02 FOR GENERAL NOTES FOR NEW CONSTRUCTION. NOTE: ALL OPEN HOLES OR DAMAGE IN WALLS ABOVE CEILING MUST BE REPAIRED. CAULK/SEAL ALL EXISTING AND NEW PENETRATIONS. C1 COORDINATE "XRAY IN USE" LIGHT FUNCTION WITH EQUIPMENT VENDOR AFTER EQUIPMENT INSTALLATION. C2 REINSTALL EXISTING LEAD -LINED DOOR. C3 INSTALL NEW EQUIPMENT FLOOR PLATE. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. COORDINATE WITH VENDOR -PROVIDED XRAY EQUIPMENT DRAWINGS. C4 INSTALL NEW CASEWORK AND SINK. REINSTALL EXISTING PTD AND SD. C5 INSTALL NEW 36"HT X 30"W LEAD -LINED VIEW WINDOW. REFER TO INSTALLATION DETAILS 14/A.90. C6 INSTALL NEW SHEET VINYL FLOORING THROUGHOUT ENTIRE X-RAY ROOM. FLOOR LEVEL TOLERANCE MUST MEET 1/8" OVER A 10'-0" SPAN THROUGHOUT THE X-RAY EQUIPMENT AREA, AS INDICATED BY DASHED LINE. C7 INSTALL NEW CEILING GRID AND TILE. REFER TO 1 /A.30 FOR REFLECTED CEILING PLAN INFORMATION. C8 REPAIR HOLE W/ LEAD -LINED GWB. Cg RELOCATE EXISTING LOW AIR RETURN GRILL TO ADJACENT FACE. REFER TO MECH. C10 REFINISH EXISTING WALLS AFTER WALL COVERING REMOVAL, AS REQ'D. REPAINT ALL WALLS THROUGHOUT. C11 ADD ALTERNATE 1 - UPGRADE FINISHES IN TOILET ROOM 1. PROVIDE NEW FLOOR TILE (TIL-1; RB-1). 2. PROVIDE NEW WALL TILE (TIL-2) UP TO 5'-0" AT TOILET/LAV WALL ONLY. 3. PAINT ENTIRE ROOM (PT-1) 4. PROTECT EXISTING NURSE CALL PULL STATION AND FIRE ALARM STROBE DURING CONSTRUCTION. 5. REINSTALL TOILET, WALL -HUNG SINK, GRAB BARS, TPD, PTD, SD. 6. INSTALL NEW MIRROR (CFCI). REFER TO SPEC. 7. INSTALL NEW ACT-1. REFER TO A.30 REFLECTED CEILING PLAN AND MEP DRAWINGS FOR LIGHT FIXTURES, DIFFUSERS/EXHAUST, SPRINKLER HEAD INFORMATION. C11 PROVIDE ONE 2"x16" WOOD SUPPORT BOARD HIDDEN IN WALL. LOCATE BOARD CENTERLINE 84" AFF. BOARD SHALL SUPPORT 150 POUNDS LATERAL LOAD (FULL FORCE). REFER TO X-RAY EQUIPMENT PLANS FOR ADDITIONAL INFORMATION. NOTE: ALL PLUMBING FIXTURES AND ACCESSORIES MUST BE MOUNTED TO MEET FLORIDA BUILDING CODE 2020 ACCESSIBILITY REQUIREMENTS. FLOOR LINE ACCESSIBLE MOUNTING HEIGHTS (::­ - 3 TOILET ROOM FIXTURES SCALE: 1/4" = 1'-0" 3'-6" 12 MA: TOHET PAPER DGUGER I � 3'-0" a_ MIN. MIN. o', GRAB BAR ZI d a d FLOOR BASE m WALL MIRROR MIRROR SOAP DISPENSER AND 8" FOLLOW MANUFACTURER PAPER TOWEL DISPENSER MIN. INSTRUCTION FOR IN —WALL LAVATORY STRUCTURAL SUPPORT — PROVIDE INSULATED PROTECTION AT EXPOSED o zK4" PIPES & SURFACES I CV Z N Q FLOOR LINE 11 ° MAX. W KI DEMOLITION PLAN KEYNOTES PLEASE REFER TO G.02 FOR GENERAL NOTES FOR DEMOLITION. p� REMOVE EXISTING LEAD -LINED VIEW WINDOW. PREPARE PARTITION TO RECEIVE NEW, NOTE: OWNER TO COORDINATE REMOVAL OF EXISTING X-RAY AND OTHER CLINICAL LARGER LEAD -LINED VIEW WINDOW, AS SPECIFIED. EQUIPMENT PRIOR TO ERECTION OF ICRA CONSTRUCTION BARRIER. D8 PROTECT EXISTING COUNTERTOP AND WORK SPACE. D1 INSTALL CONSTRUCTION BARRIER PARTITIONS AND 20-MINUTE FIRE RATED DOOR AND FRAME (SELF -CLOSING AND LATCHING). REFER TO ICRA PLAN AND MECHANICAL pg REMOVE EXISTING SHEET FLOORING THROUGHOUT ROOM FOR REPLACEMENT. PLAN (HEPA FILTER) FOR ADDITIONAL CONSTRUCTION BARRIER INFORMATION. 02 INSTALL CONSTRUCTION BARRIER PARTITION TO PROTECT ACTIVE CONTROL AREA, 10 REMOVE EXISTING CEILING TILE AND GRID FOR REPLACEMENT. REMOVE ALL LIGHT FIXTURES, DIFFUSERS AND GRILLES. VERIFY WITH OWNER FOR SALVAGE OR ALIGN WITH EXISTING BULKHEAD IN CEILING. DISPOSAL, COORDINATE REMOVAL OF UNISTRUT SYSTEM AND STRUCTURE ABOVE WITH NEW D3 REMOVE, PROTECT AND STORE EXISTING LEAD -LINED ROOM ENTRY DOOR FOR UNISTRUT SYSTEM (DELEGATED DESIGN). REINSTALLATION UPON PROJECT COMPLETION. D11 REMOVE EXISTING CASEWORK. D4 REMOVE EXISTING FLOOR PLATE AND REMAINING FLOOR -MOUNTED EQUIPMENT, AFTER X-RAY VENDOR HAS REMOVED CLINICAL EQUIPMENT. 12 REMOVE MURAL WALL COVERING THROUGHOUT ENTIRE X-RAY ROOM. SEE STOP LINE. D5 REMOVE WALL —MOUNTED EQUIPMENT AND ELECTRICAL TROUGHS/CHASES, AS 13 ADD ALTERNATE 1 — UPGRADE FINISHES IN TOILET ROOM REQUIRED. COORDINATE WITH NEW CONSTRUCTION, ELECTRICAL AND 1. REMOVE EXISTING TOILET, WALL —HUNG SINK, GRAB BARS, TPD, PTD, SD — VENDOR —PROVIDED EQUIPMENT PLANS FOR NEW ELECTRICAL AND DATA FEEDS. PROTECT AND HOLD FOR REINSTALLATION. PROTECT EXISTING NURSE CALL PULL —STATION AND FIRE STROBE. D6 REMOVE EXISTING CASEWORK AND SINK. TEMPORARILY CAP PLUMBING TO RECEIVE 2. REMOVE AND DISPOSE EXISTING FLOORING, WALL TILE, CEILING TILE AND NEW SINK. SALVAGE PTD AND SD FOR REUSE/REINSTALLATION. FIXTURES (GRID TO REMAIN), MIRROR FOR NEW FINISHES. iia� IIIIIIIT HAND SHOWER & CONTROLS 27" MAX. 106 WEST NORTH BAY STREET / TAMPA, FL 33603 http://cjaegroup.com STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. CARLA J. HARVEY; LICENSE NO: AR95088 RIA Advent Health e sI PROJECT NAME ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE DESCRIPTION SHEET TITLE DEMOLITION PLAN, FLOOR PLAN AND FINISH PLAN/SCHCEDULE SHEET NO. 2 �NE� CONSTRUCTION PLAN No : DEMOLITION PLAN No SCALE: 1 /4" = 1 '-0" KEY PLAN N0 Am20 2 3 4 I C 0 n EQUIPMENT COORDINATION PLAN KEYNOTES PLEASE REFER TO X-RAY EQUIPMENT VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. GENERAL CONTRACTOR TO COORDINATE WITH EQUIPMENT VENDOR. ALL EQUIPMENT IS VENDOR PROVIDED, VENDOR INSTALLED, UNLESS NOTED OTHERWISE. EQUIP ID DESCRIPTION DIMENSIONS (IN.) W x D x H AGFA DR 800 UNIVERSAL DIGITAL RIF SYSTEM 94.49 69.25 116.34 REMOTE ELEVATING TABLE AGFA 2 DR 800 UNIVERSAL DIGITAL RIF SYSTEM 23.62 13.39 77.17 TABLE CABINET AGFA (OPTIONAL) 3 DR 800 UNIVERSAL DIGITAL RIF SYSTEM 24.00 22.00 38.00 LOCAL CONTROLLER AGFA �} DR 800 UNIVERSAL DIGITAL RIF SYSTEM 19.00 9.50 6.70 REMOTE CONTROLLER AGFA 5 DR 800 UNIVERSAL DIGITAL RIF SYSTEM 20.00 16.00 43.40 80KVV HF GENERATOR CABINET AGFA 6 DR 800 UNIVERSAL DIGITAL RIF SYSTEM 25.59 20.47 34.64 DIGITAL CABINET AGFA 7 DR 800 UNIVERSAL DIGITAL RIF SYSTEM 228.34 118.11 109.28 CEILING TUBE MOUNT (3.OM BRIDGE x 5.8M LONG) AGFA $ DR 800 UNIVERSAL DIGITAL RIF SYSTEM 24.50 35.00 90.70 TILTING WALL STAND AGFA g DR 800 UNIVERSAL DIGITAL RIF SYSTEM 20.00 6.50 19.90 PROCEDURE ROOM MONITORS AGFA 10 DR 800 UNIVERSAL DIGITAL RIF SYSTEM 20.00 6.50 19.90 CONTROL ROOM MONITORS AGFA 11 DR 800 RAID DR SYSTEM 16.60 12.30 3.70 RAD GERATOR CONTROL CONSOLE MAVIG (OPTIONAL) 12 PORTEGRA2 4M RAILS 13.00 157.48 VARIES MONITOR AND RADIATION SHIELD SUSPENSION AGFA 13 TIMS MOBILE 24.00 32.00 72.00 SINGLE LCD CARRIAGE REFLECTED CEILING PLAN LEGEND 0 p 2X2 LIGHT FIXTURE - REFER TO ELECTRICAL 0 CAN LIGHT - REFER TO ELECTRICAL SPRINKLER HEAD - REFER TO FIRE PROTECTION MECHANICAL SUPPLY DIFFUSER - REFER TO MECHANICAL DqEXHAUST - REFER TO MECHANICAL ACT-1 - REFER TO SPECIFICATION REFLECTED CEILING PLAN KEYNOTES PLEASE REFER TO G.02 FOR GENERAL NOTES FOR REFLECTED CEILING PLANS. R1 COORDINATE AND VERIFY ALL FINAL RAIL LOCATIONS WITH X-RAY EQUIPMENT VENDOR (AGFA). R2 UNISTRUT FRAMING BY GENERAL CONTRACTOR. PROVIDE STRUCTURALLY ENGINEERED DESIGN AND DOCUMENTATION, PER X-RAY VENDOR DRAWINGS. R3 EQUIPMENT RAILS CONNECTED TO UNISTRUT FRAMING, BY X-RAY EQUIPMENT VENDOR (AGFA). R4 ADD ALTERNATE 1 - UPGRADE FINISHES IN TOILET ROOM INSTALL NEW ACT-1 CEILING TILE AND FIXTURES, PER MEP DRAWINGS. EXISTING CEILING GRID TO REMAIN. SEE PLANS FOR PARTITION TYPE ONA STANDARD SQUARE EDGE EDGE TRIM CEILING PANEL GWB 8 11/16" DETAIL AT ACOUSTIC TILE CEILING TO D3WALL/BULKEAD/SOFFIT SCALE: 3" = " VARIES SEE RCP 106 WEST NORTH BAY STREET I TAMPA, FL 33603 http://cjaegroup.com STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. CARLA J. HARVEY; LICENSE NO: AR95088 PROJECT NAME ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE I DESCRIPTION SHEET TITLE REFLECTED CEILING PLAN, EQUIPMENT COORDINATION PLAN SHEET NO. 2 EQUIPMENT COORDINATION PLAN Ne 1 REFLECTED ��lLING PLAN No SCALE: 1/"1 KEY PLAN N�) Am30 2 MAXIMUM AT CJAE GROUP 8'-0" BACKING PARTITION GENERAL NOTES: MAXIMUM PLATE ARCHITECTURE 1. P-TYPES ARE APPLICABLE TO INTERIOR PARTITIONS ONLY, SEE WALL SECTIONS FOR STRUCTURE EXTERIOR WALL CONDITIONS AND TYPES. TOP TACK 2. FOR CEILING HEIGHT, SEE REFLECTED CEILING PLANS. 106 WEST NORTH BAY STREET t TAMPA, FI.33603 http://cjaegroup.com —PROVIDE C.J. ABOVE PROVIDE 3 5/8" X 20 GA. 3. USE SPECIALTY GYPSUM BOARD FULL EXTENT OF PARTITION WHERE WALL OR FLOOR -- -- STUDS DOORS 3'-6" AND WIDER DIAL. BRACE AT ALL MOUNTED PLUMBING FIXTURES (WET WALLS) ARE INDICATED AND OTHER THAN TILE A SEE 5/A.90 DOUBLE STUDS (MINIMUM FINISH IS SCHEDULED. SEALANT : 2 £ACH DOUBLE STUD) C3aL WITHIN /7.�. BRACING OVER DOOR OPENINGS - 4. USE TILE BACKER BOARD PANELS AT PARTITIONS WHERE TILE FINISH IS SCHEDULED. ANNULUS ,:..:, BOTTOM OF ROOF METAL RUNNER TACK 16 GA. DOUBLE STUDS <1( ,. OR FLOOR ASSEMBLY >� c� 5. PROVIDE ACOUSTIC SEALANT EACH SIDE OF PARTITION AT HEAD AND BASE AND AT u METAL STUD FRAMING 16 GA. TRACK ALL PENETRATIONS EXPOSED OR CONCEALED. ,:.... ENGINEERING AROUND CONCRETE SLAB SEE STRUCT. METAL RUNNER @HEAD METAL STUDS @ 16 O.C. P-TYPE LETTER DESIGNATIONS: z < i DRAWINGS FOR SIZE � `• � =• OF DOOR OR VIEW � AND LOCATIONS WINDOW (USE DOUBLE 3 4" CONT. CHANNEL (NO SUFFIX) FULL HEIGHT, NON -INSULATED w DOUBLE STUDS @CONTROL STUD HEADER AT DOORS / JOINT LOCATIONS 3'-6" AND WIDER) BRACING @ MIDPOINT FINISHED CEILING SEE A FULL HEIGHT, INSULATED (WITH 3" SOUND ATTENUATION BLANKETS) � ��� • � ' � R.C.P. FOR HEIGHT METAL _ B 6" ABOVE HIGHEST ADJACENT CEILING, NON -INSULATED PIPE OR ' 20 GA, DOUBLE STUDS STANDARD STUDS, REFER C 6" ABOVE HIGHEST ADJACENT CEILING; INSULATED CONDUIT _ \ @ DOOR OR VIEW HORIZ. BRACING SUPPORT TO SPECIFICATIONS A N WINDOW JAMBS (FULL FOR CASEWORK, HANDRAILS, GWB WALL PROVIDE FIVE -SIDED HEIGHT) VERIFY REQUIREMEN EQUIPMENT. SEE FLR. PLANS S DESIGNATES SMOKE TIGHT CONSTRUCTION W/UL BW-S-0001. UL HW-D-0154 SCALE: 3 =1 -0 ::. 5/8 GWB-2 BOX AROUND FROM DOOR/WINDOW MANUF. AND ELEVATIONS BACKING PLATE WHERE RECESSED BOXES GREATER ADJACENT ELECT. OCCURS, SEE BACKING D 3'-0" ABOVE ADJACENT CEILING, INSULATED THAN 16 SQ. 1N. (RATED BOXES IN RATED ;� PLATE DETAIL 9 10 A901 L LEAD -LINED 5/8" GYPSUM WALL BOARD. REFER TO PHYSICIST REPORT FOR NOTE: -- - WALL -(MAX 100 SQ. 9,1o/A901 MAX. 16 SQ. IN. OPENING � / WALLS ONLY) SEE DETAIL -�- �- IN GWB PER STUD SPACE LEAD SHIELDING REQUIREMENTS rJ r INCHES IN 100 SF r-; STUDS AS REQUIRED BY 1. 1 HOUR FIRE RATING -u_-u_ 1-J LJ OF WALL) a (RATED WALLS ONLY). BACKING PLATE SECTION A -A 2. REFER TO UL DIRECTORY, FIRE ---_- RESISTANCE (VOLUME 2) AND ��METAL RUNNER TRACK MANUFACTURERS LITERATURE FIN. FLR. LINE FLOOR TRACK P1 FOR COMPLETE DETAILING (1) ONE LAYER GWB EACH SIDE )SOALE.Y3�R��O NO WL1084 TYPICAL STUD FRAMING ELEVATIONS 2 SCALE: NTS P2 3 5/8" MTL STUDS @ P1 TYPES 6" MTL STUDS @ P2 TYPES (4) #10 S.M.S. FLOOR ASSEMBLY 4 7/8» STAMPS AND APPROVALS 16 GA. TRACK (SEE STRUCTURAL DRAWINGS) -- -- STUDS COPE & BEND A TRACK CONTRACTOR'S 7 1/8" CAULK CONTROL JOINT CONT. I , C OPTION WITHIN ABOVE DOOR 14 GA., 2X2 ANG co ANNULUS HM DOOR FRAME I TOP & BOTTOM, WITH �� y " JAMB BELOW METAL STUD CRIPPLE (6) #10 S.MS. FIRE OR ACOUSTIC C Mom'.. a`" ::•ah;a. ABOVE DOOR FAME A SILL CONDITION J SEALANT BOTH SIDES :.•§ � ATTACH METAL DEFLECTION77 TRACK TO CONC SLAB GWB Q ANCHORS @ 4 C. CEILING MAX. -SEE 6/A903 FOR ADDITIONAL INFORMATION �r PARTITION -SEE FLOOR PLANS FOR P-TYPE PVC/CPVC ':�: ` '.`...:: PARTITION -SEE FLOOR SUBSTRATE PLANS F P TYPE PLASTID PIPE ..... ..: ....... ........ ......... :.. �.. _ .:.. � � - - :..: <. ' .: .. 16 GA STUDS TRACK HTOEFLOOR SLAB -- -- GWB WALL A t z W/ ANCHORS @ 24" O.C. MAX. 2 1/2" MTL STUDS @ P3 TYPES SAFING INSULATION PACKED " NOTE 20 GA. DOUBLE STUDS Co TIGHTLY CONT. FULL HEIGHT 3 5/8 MTL STUDS @ P4 TYPES BOTH SIDES OF DOOR FIRE OR ACOUSTICAL 1. 1 AND 2 HOUR FIRE RATINGS JAMB (FULL HEIGHT) B HEAD CONDITION SEALANT FULL DEPTH OF VARIES, SEE PLAN 2. REFER TO UL DIRECTORY, FIRE FINISH FLOOR GWB, BOTH SIDES SECTION A -A RESISTANCE (VOLUME 2) AND Q MANUFACTURERS LITERATURE WHERE ONE SIDED PARTITIONS N 0 S OCCUR BACK TO BACK PROVIDE FOR COMPLETE DETAILING MTL STUD BRACING @ EACH STUD PAIR 48" O.C. VERTICALLY UL SYSTEM NO WL2098 CONTROL JOINT 4 HEAD AND SILL FRAMING INSULATED PARTITION PARTITION SCHEDULE F SCALE: 3"=1'-O" (D5SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. + CARLA J. HARVEY; LICENSE NO: AR95088 - WINDOW HEAD%SILL _, 1 LAMINATE LEAD -LINED HOLLOW N SCRIBE i METAL FRAME IN -WALL 5/8" X 1 1 /8" PLASTIC LAMINATE SUPPORT REMOVABLE STOP CABINETRY �, ° ° BLOCKING/ COL. ►r Ins o STRAPPING Ld B _ P-LAM SLOPED TOP ; ° i SEALANT w ° ° LEAD -LINED GLAZING AND FRAME, PER SS-1 SOLID SURFACE PHYSICIST REPORT + ADJ. PLASTIC .LAMINATE SHELF COUNTERTOP W/ 4" + + SS-1 BACKSPLASH 0 i PL-1 CASEWORK -1-' 7 ° ° N ' ant mealth Adummo STUD TRACK N ° ° >, ° ° I 12" INSIDE COUNTERTOP W/ FALSE 1'-5" 1'-9" 3'-0" Zephyrhills 5f8 LEAD -LINED ° ° CLEAR BASE AT COLUMN GWB ON METAL N ° ADJ SHELF ° ' FRAMING 6'-4" PROJECT NAME ° FIELD VERIFY DIMS ADVENTHEALTH ZEPHYRHILLS ° ROOM 6 X-RAY REPLACEMENT SEWORK - UPPER CABINET SECTION X-RAY ROOM - CASEWORK ELEVATION@CA SCALE: 1/4" = 1'-O" PROJECT LOCATION 1/16" LEAD —LINED EQUIVALENT WINDOW JAMB ' 7050 GALL BOULEVARD GLAZING AND FAME, PER PHYSICIST REPORT ZEPHYRHILLS, FL 33541 5/8" X 1 1 /8" PROJECT NUMBER REMOVABLE STOP ANCHORS, AS SEE PLUMBING FOR SINK ; ,�"�� 2021-009 REQUIRED & FAUCET SPECS. U.N.O. BACKSPLASH U.N.O. I i BACKSPLASH PROJECT PHASE SS-1 SOLID SURFACE SS-1 SOLID SURFACE i + 100% CONSTRUCTION DOCUMENTS w a. s�. _,- .,- , COUNTERTOP SEALANT COUNTERTOP SEALANT z C° ° a .' ALL SPLASHES ALL SPLASHES ISSUE DATE I� P-LAM CABINETRY " `- TO BE HARD PLAM CABINETRY TO BE HARD AUGUST 18, 2021 -TYPE VA RIES ' SEAMED W/MFR - TYPE VARIES i i SEAMED W/MFR SEE INT RIOR ° ° i RECOMMENDED SEE INTERIOR » + RECOMMENDED ELEVA IONS ° ° PLAM CABINETRY ADHESIVE ELEVATIONS 1 -2 ADHESIVE REVISIONS LIST AND SPECIFIC TION ° ° -TYPE VARIES AND SPECIFICATION 1/2" TYP " ° ° + SCHEDULED SEE INTERIOR + SCHEDULED --------------'` SCHEDULED NO. DATE DESCRIPTION 2 30 2 ° ° PARTITION ELEVATIONS + PARTITION i PARTITION ° ° + IN -WALL AND SPECIFICATION IN -WALL IN -WALL ° ° SUPPORT SUPPORT SUPPORT ° ° BLOCKING/ Z BLOCKING/ Z + BLOCKING/ A EQ. 2'-6" , FQ ° ° r STRAPPING o STRAPPING o STRAPPING `_ ° ° w ~Q tol- > w ° ° > w ° ° o ° ADJ SHELF ° cuj n o ADJ SHELF ° � SLOPED P-LAM TOP + - - ° ° + NEW LEAD -LINED o I SHEET TITLE INTERIOR ELEVATIONS, VIEW WINDOW AND FRAME. `i INSTALL ABOVE CONTROL DESK COUNTERTOP. ; CASEWORK INTERIOR DETAILS 3'-7" , 4'-0" ANGLED WALL 1'-6" 2'-0" 2'-0" SHEET NO. X-RAY ROOM - VIEW WINDOW ELEVATION AND DETAILS tARDROBE CASEWORK SECTION CASEWORK- BASE CABINET SECTION CASEWORK -SINK CABINET ECTION PATIENT ST�1�3E CASEWORK ELEVATION SCALE: 4= 1'-0"LE: 1 1/2" = 1'-0" @S6,[E./4" = 1'-0" SCALE: 1 1/2" = 1'-0" J SCALE: 1/4" = 0 1+ GENERAL STRUCTURAL NOTES GROUP _ PART I DESIGN CRITERIA _ PART IV SUBMITTALS _ PART V MISCELLANEOUS (CONTINUED) ARCHITECTURE + CONSULTING A. GENERAL BUILDING CODE A. SUBMITTAL LIST AND SCHEDULE 6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND TAKE CARE TO PROTECT EXISTING UTILITIES 1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE 1. THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST AND SCHEDULE OF THAT ARE TO REMAIN IN SERVICE. 106 WEST NORTH BAY STREET J TAMPA, FL 33603 FLORIDA BUILDING CODE 7TH EDITION (2020) . ALL SUBMITTAL ITEMS TO BE SENT TO THE STRUCTURAL ENGINEER PRIOR TO THE http:ttcjaegroup.com START OF CONSTRUCTION. THIS LIST SHALL BE UPDATED AND REVISED AND KEPT 7. THE CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED DURING CONSTRUCTION B. LIVE LOADS CURRENT AS THE JOB PROGRESSES. THE SUBMITTAL LIST SHALL BE ORGANIZED AS WITH SIMILAR MATERIALS AND WORKMANSHIP TO RESTORE CONDITIONS TO LEVELS SHOWN BELOW: ACCEPTABLE TO THE ARCHITECT. 1. DESIGN LIVE LOADS ARE BASED ON THE MORE RESTRICTIVE OF THE UNIFORM a. SHOP DRAWINGS IW`1 LOAD LISTED BELOW OR THE CONCENTRATED LOAD LISTED ACTING OVER AN AREA b. DESIGN CALCULATIONS E. RESPONSIBILITY OF THE CONTRACTOR FOR CONSTRUCTION LOADS ��71 waiter 2.5 FEET SQUARE OR, IN THE CASE OF STAIR TREADS, 4 SQUARE INCHES. c. PRODUCT DATA, CERTIFICATES, REPORTS, AND OTHER LITERATURE 1��w a. HOSPITALS: 1. THE STRUCTURE HAS BEEN DESIGNED FOR THE LOADS IDENTIFIED WITHIN THESE I *jw,P P MOOre 1) OPERATING ROOMS: DESIGN CONCENTRATED LOADS FOR HANGING B. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER STRUCTURAL DRAWINGS THAT ARE ANTICIPATED TO BE APPLIED TO THE FINAL MEDICAL EQUIPMENT HAS BEEN PROVIDED BY THE OWNER AND EQUIPMENT STRUCTURE ONCE COMPLETED AND OCCUPIED. THE CONTRACTOR SHALL NOT OVERLOAD MANUFACTURER. 1. STRUCTURAL SUBMITTALS: THE FOLLOWING SUBMITTALS SHALL BE PROVIDED: THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR a. STRUCTURAL STEEL, SHOP AND ERECTION DRAWINGS CHECKING THE ADEQUACY OF THE STRUCTURE TO SUPPORT ANY APPLIED CONSTRUCTION Walter P Moore and Associates, Inc. NOTES: LOADS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLES OR EQUIPMENT, MATERIAL 201 East Kennedy Blvd, Suite 300 c. UNIFORM LOAD REQUIRED IS THE SAME AS THE OCCUPANCY SERVED. 2. DEFERRED SUBMITTALS: HANDLING OR STORAGE, SHORING OR RESHORING, OR ANY OTHER CONSTRUCTION Tampa, Florida33602 d. DESIGN CONCENTRATED LOAD IS THAT REQUIRED BY ASSUMED EQUIPMENT WEIGHT. a. THE FOLLOWING ITEMS ARE CONSIDERED DEFERRED SUBMITTALS BY THE ACTIVITY. THE CONTRACTOR SHALL SUBMIT CALCULATIONS SIGNED AND SEALED BY AN REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED VERIFYING THE 1) UNISTRUT FRAMING FOR HANGING MEDICAL EQUIPMENT (S&S) ADEQUACY OF THE STRUCTURE FOR ANY PROPOSED CONSTRUCTION LOADS THAT ARE IN 2) MECHANICAL EQUIPMENT WEIGHTS (REC) EXCESS OF THE STATED DESIGN LOADS. THE STRUCTURAL ENGINEER IS NOT 813.221,2424 RESPONSIBLE TO DESIGN OR CHECK THE STRUCTURE FOR LOADS APPLIED TO THE Certificate of Authorization No. 3818 PART II - REINFORCED CONCRETE NOTES: STRUCTURE FOR ANY CONSTRUCTION ACTIVITY. WPM Project No.S06-21032-00 (S&S) ITEMS MARKED THUS SHALL HAVE THE SHOP DRAWINGS AND DELEGATED F. CONTRACTOR SUBSTITUTIONS A. CLASSES OF CONCRETE DESIGN SUBMITTALS (INCLUDING CALCULATIONS) SEALED PER THE PROJECT SPECIFICATIONS BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT 1. ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT 1. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS AS SPECIFIED IN THE TABLE IS LOCATED. FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURAL CONTRACT BELOW UNLESS NOTED OTHERWISE ON THE DRAWINGS: DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED: (REC) ITEMS MARKED THUS SHALL BE SUBMITTED TO ENGINEER FOR RECORD a. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH THE 28 DAY COMP. MAX ONLY AND WILL NOT HAVE THE ENGINEER'S SHOP DRAWING STAMP AFFIXED. REQUEST. STRENGTH CONC SIZE b. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE INTERNATIONAL USAGE (PSI) TYPE AGG 3. SUBMITTAL REQUIREMENTS: CODE COUNCIL (ICC) AND THE ICC REPORT IS SUBMITTED WITH THE REQUEST. a. ALL SHOP DRAWINGS MUST BE REVIEWED AND ELECTRONICALLY STAMPED BY 1) THE ICC ESR THAT IS SUBMITTED MUST REFERENCE THE BUILDING 2. SLAB -ON -GRADE 4,000 NWT 1" THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. CODE UNDER WHICH THE PROJECT IS PERMITTED. b. CONTRACTOR SHALL PROVIDE THE SUBMITTAL IN ELECTRONIC PORTABLE 2) ICC REPORTS THAT HAVE BEEN DISCONTINUED AT THE TIME OF NWT - NORMAL WEIGHT CONCRETE DOCUMENT FORMAT (PDF) PER THE SPECIFICATIONS. PRODUCT INSTALLATION WILL NOT BE ACCEPTED. c. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS REQUIRED BY B. REINFORCING STEEL THE CONTRACT DOCUMENTS TO BE FURNISHED SHALL NOT RELIEVE THE CONTRACTOR 2. SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED. OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH MATERIALS, 1. ALL REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60 UNLESS NOTED OTHERWISE REGARDLESS OF WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED AND G. MECHANICAL EQUIPMENT WEIGHTS ON THE DRAWINGS OR IN THESE NOTES. APPROVED. 1. THE GENERAL CONTRACTOR SHALL SUBMIT ACTUAL WEIGHTS OF EQUIPMENT TO BE 2. SMOOTH WELDED WIRE REINFORCEMENT: ASTM A 185, YIELD STRENGTH 65,000 PSI. C. REPRODUCTION USED IN THE PROJECT TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF LOADS USED IN THE DESIGN AT LEAST THREE WEEKS PRIOR TO FABRICATION AND C. REINFORCING STEEL COVERAGE 1. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE CONTRACT CONSTRUCTION OF THE SUPPORTING STRUCTURE. DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR 1. COVER IN STRUCTURAL MEMBERS NOT SPECIFIED IN THE DETAILS SHALL CONFORM TO MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR H. THE STRUCTURAL ENGINEER'S ROLE DURING CONSTRUCTION STAMPS AND APPROVALS THE REQUIREMENTS OF ACI 318 UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES THEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS 1. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE THAT MAY OCCUR HEREON. RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM PART III - STRUCTURAL STEEL PART V - MISCELLANEOUS TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. C 2. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF WALTER P. MOORE A. MATERIAL AND ASSOCIATES IS SOLELY FOR THE PURPOSE OF BECOMING GENERALLY FAMILIAR A. CONTRACT DOCUMENTS WITH THE PROGRESS AND QUALITY OF THE WORK COMPLETED AND DETERMINING, IN 1. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL PLATES, SHAPES, GENERAL, IF THE WORK OBSERVED IS BEING PERFORMED IN A MANNER INDICATING SHEET PILING AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM SPECIFICATION 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL THAT THE WORK WHEN FULLY COMPLETED WILL BE IN ACCORDANCE WITH THE � � A 6. CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE ,,``5JW�����, SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF O•E p 2. ASTM SPECIFICATION AND GRADE' CLEARLY MARK THE GRADE OF STEEL ON EACH DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD. THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO KEEP THE OWNER REASONABLY PIECE WITH A DISTINGUISHING MARK VISIBLE FROM FLOOR SURFACES FOR THE INFORMED ABOUT THE PROGRESS AND QUALITY OF THE PORTION OF THE STRUCTURE N0.62831 PURPOSE Of FIELD INSPECTION OF PROPER GRADE OF STEEL. UNLESS NOTED 2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED. OTHERWISE ON THE DRAWINGS, STRUCTURAL STEEL SHALL BE AS FOLLOWS' FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE a. W- AND WT-SHAPES: ASTM A 992. THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND I. MAINTENANCE STATEMENT . W b. C-SHAPES: ASTM A 36. DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, STATE OF = W� c. L-SHAPES: ASTM A 36. METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE. 1. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFESPAN AND TO��; �'•. d . ROUND HSS : ASTM A 500 , GRADE B { FY=42 KSI) . ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED �� Sj '' • • • •' �� e. RECTANGULAR HSS: ASTM A 500, GRADE B (FY=46 KSI). 3. OPENINGCONDUITSSHAROUBE COORDINATEDROOFS, FOR DUCTS, PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE BUILDING OWNER. THIS ,,�� f. STEEL PIPES: ASTM A 53 (TYPES E OR S), GRADE B. CONTRACTORPIPING, BY THE CONTRACTOR SHALD10ERIFY PROGRAM SHALL INCLUDE SUCH ITEMS SUCH AS BUT NOT LIMITED TO PAINTING OF I its g. BASE PLATES: ALL BASE PLATES SHALL CONFORM TO ASTM A 36 UNLESS SIZES AND LOCATIONS OF HOLES AND OPENINGS WITH THE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS AND THE RESPECTIVE SUBCONTRACTORS. STRUCTURAL STEEL, PROTECTIVE COATING FOR CONCRETE, SEALANTS, CAULKED NOTED OTHERWISE ON THE DRAWINGS. JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, h. EDGE ANGLES, BENT PLATES, ANGLE HANGERS, AND ANGLE KICKERS: ASTM A 36. AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO A SALT i. CONNECTION MATERIAL: 4. REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR COMPLETE INFORMATION ENVIRONMENT OR OTHER HARSH CHEMICALS. INCLUDING: TYPES OF FLOOR SLAB FINISHES AND THEIR LOCATIONS, FLOOR SLAB 1) BEAM COLUMN CONTINUITY PLATES AND DOUBLER PLATES' ASTM A DEPRESSIONS AND CURBS, OPENINGS IN STRUCTURAL WALLS, ROOFS AND FLOORS J. SPECIALTY ENGINEER REQUIREMENTS 572, GRADE 50. REQUIRED BY ARCHITECTURAL AND MEP FEATURES, STAIRS, RAMPS, ETC. 2) ALL CONNECTION MATERIAL, EXCEPT AS NOTED OTHERWISE HEREIN OR ON THE DRAWINGS, INCLUDING BEARING PLATES, GUSSET PLATES, 1. THE FLORIDA STATE BOARD OF PROFESSIONAL ENGINEERS HAS ISSUED RULES ON STIFFENER PLATES, FILLER PLATES, ANGLES, ETC. SHALL CONFORM TO 5. WHERE MEMBER LOCATIONS ARE NOT SPECIFICALLY DIMENSIONED, MEMBERS ARE RESPONSIBILITIES OF PROFESSIONAL ENGINEERS CONCERNING THE DESIGN OF ASTM A 36 UNLESS A HIGHER GRADE OF STEEL IS REQUIRED BY STRENGTH EITHER LOCATED ON COLUMNS LINES OR ARE EQUALLY SPACED BETWEEN LOCATED STRUCTURES, PURSUANT TO CHAPTER 61G15-31 OF THE FLORIDA ADMINISTRATIVE TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND AND PROVIDED THE RESULTING SIZES ARE COMPATIBLE WITH THE CONNECTED MEMBERS. CODE. CERTAIN COMPONENTS OF THE STRUCTURE REQUIRE THE WORK OF A SPECIALTY SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING MEMBERS. ENGINEER FOR THE DESIGN. ALL PROCEDURES STATED IN THE RULES SHALL APPLY TO CODES. j. OTHER STEEL: ANY OTHER STEEL NOT INDICATED OTHERWISE SHALL 6. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR SPECIFIED ON THE DRAWINGS THESE SPECIALTY COMPONENTS. CONFORM TO ASTM A 992 OR ASTM A 572, GRADE 50, EXCEPT PLATES AND ANGLES OR IN THE SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER ROBERTS. MOHRLAND P.E. NO 62851 AS SHOWN OR SPECIFIED IN SIMILAR CONDITIONS. THAT SHALL BE ASTM A 36. B. DRAWING CONFLICTS PART VI - D RAW I N G INTERPRETATION B. STRUCTURAL BOLTS AND THREADED FASTENERS 1. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL 1. A 325 BOLTS: ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN EACH SET OF DRAWINGS AND WITHIN ASTM A 325 TYPE 1, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION A. DRAWING VIEWS LABELED AS "TYPICAL" 2. THREADED ROUND STOCK: THREADED RODS SHALL CONFORM TO: AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 1. PARTIAL PLANS, ELEVATIONS, SECTIONS, DETAILS, OR SCHEDULES LABELED a. ASTM A 36. C. CONFLICTS IN STRUCTURAL REQUIREMENTS WITH "TYPICAL" AT THE BEGINNING OF THEIR TITLE SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE C. WELDING 1. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL SPECIFICALLY SHOWN. THE APPLICABILITY OF THE CONTENT OF THESE VIEWS TO CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, LOCATIONS ON THE PLAN CAN BE DETERMINED FROM THE TITLE OF THE VIEWS. SUCH 1. UNLESS NOTED OTHERWISE, ELECTRODES FOR WELDING SHALL CONFORM TO E70XX THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL GOVERN. VIEWS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. B (SMAW), F7XX-EXXX (SAW), ER70S-X (GMAW), OR E7XT-X (FCAW). DECISIONS REGARDING APPLICABILITY OF THESE "TYPICAL" VIEWS SHALL BE D. EXISTING CONDITIONS DETERMINED BY THE STRUCTURAL ENGINEER. 2. ELECTRODES FOR GRADE 60 OR GRADE 65 MATERIAL SHALL CONFORM TO E80XX (SMAW), F8XX-EXX-XX (SAW), ER80S-X (GMAW), OR E8XT-X (FCAW). 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE EXISTING BUILDING AT THE JOB SITE AND REPORT ANY DISCREPANCIES FROM D. GROUT ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO THE ARCHITECT AND ENGINEER It 1. GROUT BELOW STRUCTURAL STEEL BASE PLATES SHALL BE NON-METALLIC, PRIOR TO THE FABRICATION AND ERECTION OF ANY MEMBERS. NON -SHRINK GROUT WITH A MINIMUM STRENGTH OF 8,000. 2, WORK SHOWN ON THE DRAWINGS IS NEW, UNLESS NOTED AS EXISTING. Adltv.,,nt Health 3. EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED FROM EXISTING CONSTRUCTION DOCUMENTS AND LIMITED SITE OBSERVATION. THESE r l' DRAWINGS OF EXISTING CONSTRUCTION ARE AVAILABLE FOR CONTRACTOR USE. HOWEVER, THE AVAILABLE DRAWINGS OF EXISTING CONSTRUCTION ARE NOT PROJECT NAME NECESSARILY COMPLETE. THE CONTRACTOR SHALL FIELD VERIFY ALL PERTINENT ADVENTHEALTH ZEPHYRHILLS INFORMATION. ROOM 6 X-RAY REPLACEMENT 4. DEMOLITION, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE PERFORMED WITH GREAT CARE SO AS NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF ANY ARCHITECTURAL, STRUCTURAL, OR MEP MEMBERS PROJECT LOCATION NOT DESIGNATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THE ARCHITECT SHALL 7050 GALL BOULEVARD BE NOTIFIED IMMEDIATELY AND APPROVAL OBTAINED PRIOR TO REMOVAL OF THOSE ZEPHYRHILLS, FL 33541 MEMBERS. PROJECT NUMBER 5. THE CONTRACTOR SHALL SAFELY SHORE EXISTING CONSTRUCTION WHEREVER 2021-009 EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION OF NEW WORK. ALL SHORING METHODS AND SEQUENCING OF DEMOLITION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS ENGINEER. PROJECT H 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. DATE DESCRIPTION A SHEET TITLE GENERAL STRUCTURAL NOTES SHEET NO. si'l I L J 1+ THRESHOLD INSPECTION PLAN CJAE GROUP _ PART I GENERAL _ PART III REINFORCED CONCRETE _ PART V MISCELLANEOUS ARCHITECTURE + C A. FORMWORK A. PURPOSE A. POST -INSTALLED ANCHORS AND DOWELS 106 WEST NORTH SAY STREET 1 TAMPA,FL33603 1. VERIFY THAT FORMS ARE PLUMB AND STRAIGHT, BRACED AGAINST MOVEMENT, AND http:ilcjaegroup.com 1. THE PURPOSE OF THIS THRESHOLD INSPECTION PLAN, AS REQUIRED BY FLORIDA LUBRICATED FOR REMOVAL. 1. INSPECT POST -INSTALLED ANCHOR INSTALLATION AT THE FREQUENCY NOTED IN STATUTE CHAPTER 553 AND THE FLORIDA BUILDING CODE, IS TO PROVIDE SPECIFIC THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH THE PUBLISHED, CURRENTLY INSPECTION PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE ADEQUATELY B. REINFORCING STEEL VALID, EVALUATION SERVICE REPORT (ESR) FOR EACH ANCHOR PRODUCT. FREQUENCIES INSPECTED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. ARE DEFINED AS FOLLOWS: '`\ 1. VERIFY THAT REINFORCEMENT SURFACES ARE FREE OF EXCESS RUST OR OTHER a. PERIODIC INSPECTION: VERIFY INITIAL INSTALLATION OF B. B. QUALIFICATIONS COATINGS THAT MAY ADVERSELY AFFECT BONDING CAPACITY. IF OILING OF FORMS IS REQUIRED, VERIFY THAT IT IS APPLIED BEFORE REINFORCING IS PLACED. POST -INSTALLED ANCHORS IN CONCRETE FOR EACH INDIVIDUAL INSTALLER WITH EACH INDIVIDUAL ANCHOR PRODUCT IN ACCORDANCE WITH THE REQUIREMENTS v ♦ A A' p rr more 1. ONLY ENGINEERS CERTIFIED BY THE STATE OF FLORIDA AS SPECIAL STATED BELOW FOR EACH TYPE OF ANCHOR. PERIODICALLY INSPECT ANCHOR t71 INSPECTORS OF THRESHOLD BUILDINGS, IN ACCORDANCE WITH FLORIDA STATUTE 2. VERIFY ALL REINFORCING BARS FOR COMPLIANCE WITH CONTRACT DOCUMENTS AND INSTALLATION AFTER THE INITIAL VERIFICATION. CHAPTER 471, CAN ASSUME THE RESPONSIBILITIES OF A SPECIAL INSPECTOR. APPROVED SHOP DRAWINGS AS FOLLOWS: b. CONTINUOUS INSPECTION: VERIFY EACH INSTALLATION OF a. MATERIAL GRADE, POST -INSTALLED ANCHORS IN CONCRETE IN ACCORDANCE WITH THE REQUIREMENTS Walter P MaoreandAssociates, Inc. 2. IN ACCORDANCE WITH FLORIDA STATUTE CHAPTER 553, THE ARCHITECT OR b. REINFORCEMENT SIZE, STATED BELOW FOR EACH TYPE OF ANCHOR. 201 East Kennedy Blvd, Suite 300 ENGINEER OF RECORD MAY ACT AS THE SPECIAL INSPECTOR PROVIDED SHE OR HE IS C. QUANTITY, SPACING, AND LAYERING, Tampa, Florida 33602 ON THE BOARD OF PROFESSIONAL ENGINEERS' OR THE BOARD OF ARCHITECTURE AND d. PROPER HOOK TYPE AND LOCATION. 2. VERIFY THAT THE ANCHOR IS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INTERIOR DESIGN'S LIST OF PERSONS QUALIFIED TO BE SPECIAL INSPECTORS. e. SPLICE LOCATIONS AND REQUIRED LENGTH OF LAP. PRINTED INSTALLATION INSTRUCTIONS AS WELL AS THE FOLLOWING DESIGN f. VERIFY MINIMUM CLEARANCE AND COVER REQUIREMENTS FROM CONCRETE SURFACES. REQUIREMENTS 3. THE SPECIAL INSPECTOR SHALL BE PERMITTED TO SEND AN AUTHORIZED g. SUFFICIENT SPACING BETWEEN REINFORCEMENT FOR CONCRETE PLACEMENT. a. VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH THE CONTRACT 813.221.2424 REPRESENTATIVE TO THE JOB SITE TO PERFORM THE NECESSARY INSPECTIONS DOCUMENTS AND APPROVED SUBMITTALS: Certificate of Authorization No. 3818 C PROVIDED ALL REQUIRED WRITTEN REPORTS ARE PREPARED BY AND BEAR THE SEAL OF 3. VERIFY THAT UNSCHEDULED REINFORCING BARS SHOWN ON PLAN, IN DETAILS, OR 1.) ANCHOR/PRODUCT TYPE WPM Project No.S05-21032-00 THE SPECIAL INSPECTOR. SPECIFIED IN NOTES ARE PROVIDED AND ARE IN COMPLIANCE WITH CONTRACT 2.) MANUFACTURER DOCUMENTS AND APPROVED SHOP DRAWINGS. 3.) MATERIAL GRADE 4. THE SPECIAL INSPECTOR'S AUTHORIZED REPRESENTATIVE SHALL BE QUALIFIED 4.) ANCHOR DIAMETER BY EDUCATION OR LICENSURE TO PERFORM THE DUTIES ASSIGNED BY THE SPECIAL 4. VERIFY THAT WELDED WIRE REINFORCEMENT IS COMPOSED OF FLAT SHEETS, HAS 5.) ANCHOR LENGTH AND INSTALLED EMBEDMENT DEPTH INSPECTOR. THE QUALIFICATIONS SHALL INCLUDE ONE OF THE FOLLOWING: LICENSURE PROPER WIRE GAGE AND SPACING, IS PROPERLY SUPPORTED, AND IS PROPERLY LAPPED. 6.) HOLE DIAMETER AND DEPTH AS A PROFESSIONAL ENGINEER OR ARCHITECT; GRADUATION FROM AN ENGINEERING 7.) HOLE PREPARATION (CLEANING PROCEDURE AND CLEANLINESS) EDUCATION PROGRAM IN CIVIL OR STRUCTURAL ENGINEERING; GRADUATION FROM AN 5. SUPPORT OF REINFORCEMENT: B.) EDGE DISTANCES AND SPACING ARCHITECTURAL EDUCATION PROGRAM; SUCCESSFUL COMPLETION OF THE NCEES a. REVIEW TYPE AND SPACING OF SUPPORT FOR COMPLIANCE WITH THE CONTRACT FUNDAMENTALS EXAMINATION; LICENSURE AS A BUILDING INSPECTOR PER CHAPTER DOCUMENTS. 3. FOR EXPANSION BOLTS, VERIFY THAT THE TESTING LABORATORY HAS INSPECTED 468, F.S.; OR LICENSURE AS A GENERAL CONTRACTOR PER CHAPTER 489, F.S. b. VERIFY THAT REINFORCING IS ADEQUATELY SUPPORTED TO RESIST DISPLACEMENT EXPANSION BOLTS FOR PROPER TORQUE. OR SHIFTING DURING CONCRETE PLACEMENT. 5. THE TERM "SPECIAL INSPECTOR" IN THE BALANCE OF THIS INSPECTION PLAN 4. THE FOLLOWING ADDITIONAL REQUIREMENTS APPLY TO ADHESIVE ANCHORS OR REFERS TO THE SPECIAL INSPECTOR AND/OR THE SPECIAL INSPECTOR'S AUTHORIZED 6. OBSERVE WELDING OF REINFORCEMENT HAS BEEN DONE ACCORDING TO AWS EPDXIED REINFORCING DOWELS: REPRESENTATIVE. REQUIREMENTS AND THAT IT IS INSPECTED BY THE TESTING LABORATORY. a. VERIFY THE PROPER PRODUCT IS USED FOR EACH APPLICATION. b. VERIFY THE PRODUCT BEING INSTALLED HAS NOT EXCEEDED ITS C. SPECIAL INSPECTOR'S RESPONSIBILITIES 7. REPORT ANY NOTED CONFLICTS OR DEVIATIONS FROM THE CONTRACT DOCUMENTS EXPIRATION DATE. BEFORE CONCRETE IS POURED SO THAT CORRECTIONS MAY BE MADE. c. VERIFY PROPER MIXING AND INSTALLATION OF THE ADHESIVE OR EPDXY. 1. THE SPECIAL INSPECTOR MUST DEDICATE THEIR TIME ON -SITE TO THE d. THE INSTALLATION OF ALL ADHESIVE ANCHORS OR EPDXIED DOWELS INSPECTION REQUIREMENTS OF THIS INSPECTION PLAN. THEY SHALL COORDINATE WITH C. CONCRETE PLACEMENT SUBJECT TO SUSTAINED TENSION LOADS, AS NOTED ON THE CONTRACT DOCUMENTS, THE CONTRACTOR TO ALLOW ENOUGH TIME TO PERFORM THE INSPECTIONS AS OUTLINED OR INSTALLED IN A HORIZONTAL OR UPWARDLY INCLINED CONDITION SHALL BE IN THIS PLAN. 1. THE SPECIAL INSPECTOR SHALL BE PRESENT DURING THE PLACEMENT OF CONCRETE CONTINUOUSLY OBSERVED. AT A FREQUENCY AS INDICATED IN OTHER SECTIONS OF THIS INPSECTION PLAN. 2. THE SPECIAL INSPECTOR SHALL CONTACT THE ENGINEER AT LEAST ONCE A WEEK B. EXISTING STRUCTURES TO DISCUSS DETAILS ON THE PROJECT AND TO CONFIRM THEY HAVE REVIEWED ALL 2. VERIFY THE FOLLOWING WITH REGARD TO THE TESTING LABORATORY: APPROVED RFIS, SUPPLEMENTAL SKETCHES, ETC. a. THE TESTING LABORATORY SUPPORT STAFF HAS BEEN INFORMED AND WILL BE 1. VERIFY THAT THE DEMOLITION AND INSTALLATION LIMITATIONS DEFINED ON AVAILABLE TO MAKE TESTS AS REQUIRED. THE CONTRACT DOCUMENTS ARE NOT EXCEEDED. STAMPS AND APPROVALS 3. THE SPECIAL INSPECTOR SHALL COOPERATE WITH THE CONTRACTOR AND SHALL b. SLUMP IS MEASURED AT THE POINT OF DISCHARGE FOR EACH DAY AND CLASS OF REFRAIN FROM DIRECTING WORK, AS THIS IS EXPRESSLY NOT PART OF THE THRESHOLD CONCRETE. 2. VERIFY THAT ALL DEMOLITION AND INSTALLATION PROCEDURES ARE IN INSPECTION FUNCTION. c. CONCRETE TEST CYLINDERS HAVE BEEN TAKEN IN ACCORDANCE WITH THE CONTRACT CONFORMANCE WITH THE CONTRACT DOCUMENTS. DOCUMENTS. 4. THE SPECIAL INSPECTOR MAY NOT SERVE AS A SURROGATE IN CARRYING OUT THE RESPONSIBILITIES OF THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER OF 3. VERIFY THAT DEBRIS AND FOREIGN MATERIALS HAVE BEEN REMOVED BEFORE RECORD. CONCRETE IS PLACED. C 5. THE SPECIAL INSPECTOR SHALL NOT PERFORM OTHER CONSTRUCTION RELATED 4. PERIODICALLY INSPECT CONCRETE UPON ARRIVAL TO VERIFY THE FOLLOWING: WORK ON THE PROJECT, INCLUDING MATERIALS TESTING SERVICES. a. PROPER CONCRETE MIX NUMBER, TYPE OF CONCRETE, AND CONCRETE STRENGTH FOR THE PLACEMENT LOCATION. D. CONTRACTOR'S RESPONSIBILITIES b. REPORT CONCRETE NOT MEETING THE SPECIFIED REQUIREMENTS AND IMMEDIATELY NOTIFY THE CONTRACTOR, BATCH PLANT INSPECTOR, ARCHITECT, ENGINEER OF `�����������r�� �0S. 1 . THE CONTRACTOR SHALL BE FAMILIAR WITH THE SCOPE OF THE INSPECTIONS RECORD, AND OWNER. ���� •' GE•N''•� 3� THAT WILL BE PERFORMED AND ALSO THE REQUIREMENTS OF THE CONTRACTOR AS ' 9, DESCRIBED HEREIN, PARTICULARLY REGARDING FORMWORK DESIGN AND INSPECTIONS. 5. VERIFY THAT THE CONTRACTOR IS FOLLOWING APPROPRIATE CONCRETING PRACTICES • *• No.62851 d AT THE POINT OF PLACEMENT AS DEFINED BELOW: 2. THE CONTRACTOR SHALL COOPERATE WITH AND ASSIST THE SPECIAL INSPECTOR a. VERIFY THAT THE CONCRETE IS NOT OVER 90 MINUTES OLD AT THE TIME OF W IN PERFORMING THEIR INSPECTION DUTIES AND SHALL PROVIDE FREE ACCESS TO THE PLACEMENT. ��'• Z PROJECT AT ALL TIMES. b. VERIFY THAT HOT -WEATHER OR COLD -WEATHER TECHNIQUES ARE BEING APPLIED AS STATE OF ���,� REQUIRED. •,t►L O 3. THE CONTRACTOR SHALL COORDINATE THE SCHEDULE OF WORK TO ACCOMMODATE c. VERIFY THAT CONCRETE BEING DEPOSITED IS UNIFORM, THAT THE VERTICAL DROP '0i0 •• THE REQUIRED INSPECTIONS. THEY SHALL ADVISE THE SPECIAL INSPECTOR IN DOES NOT EXCEED SIX FEET, AND THAT IT IS NOT PERMITTED TO DROP FREELY `'����` I►ici��� ADVANCE OF CONSTRUCTION SCHEDULES AND PLANNED OPERATIONS IN ORDER TO ASSURE TIMELY AND APPROPRIATE INSPECTION. A MINIMUM OF TWENTY-FOUR (24) HOURS OVER REINFORCEMENT CAUSING SEGREGATION. d. VERIFY THAT THE CONCRETE IS PROPERLY VIBRATED. NOTICE IS REQUIRED. e. VERIFY THAT EMBEDDED ITEMS AND REINFORCING STEEL ARE NOT ADVERSELY ALTERED DURING PLACEMENT. NOTE IF ANYTHING WAS DISPLACED OR OTHERWISE 4. THESE INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR OF THEIR ALTERED DURING PLACEMENT. RESPONSIBILITIES TO CARRY OUT THEIR OWN QUALITY CONTROL INSPECTIONS AND f. VERIFY THAT THERE ARE NO COLD JOINTS WITHIN THE AREA OF THE POUR. TESTING. THE CONTRACTOR'S CONTRACTUAL OR STATUTORY OBLIGATIONS ARE NOT RELIEVED BY ANY ACTION OF THE SPECIAL INSPECTOR. 6. VERIFY THAT THE CURING PROCESS IS AS SPECIFIED IN THE CONTRACT DOCUMENTS AND THAT ANY CURING COMPOUND USED IS APPLIED IN ACCORDANCE WITH E. OWNER'S RESPONSIBILITIES MANUFACTURER'S PRINTED APPLICATION INSTRUCTIONS. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND 1. THE OWNER SHALL RETAIN A SPECIAL INSPECTOR TO PERFORM THE INSPECTION D. EMBEDDED ITEMS SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING SERVICES AS DESCRIBED HEREIN. CODES. 1. VERIFY THAT CONDUITS PLACED IN THE CONCRETE ARE REASONABLY SPACED TO 2. THE OWNER SHALL PAY ALL COSTS OF EMPLOYING A SPECIAL INSPECTOR, BUT ENSURE STRUCTURAL INTEGRITY AND COMPLY WITH THE REQUIREMENTS OF THE CONTRACT ROBERT S. MOHRLAND P.E. NO 62851 THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO THE ENFORCEMENT AGENCY. DOCUMENTS. VERIFY CONDUIT PLACEMENT ALLOWS FOR PROPER CONCRETE COVER OF THE REINFORCEMENT. F. FREQUENCY OF INSPECTION 2. REVIEW LOAD CARRYING EMBEDDED ITEMS AS PLACED FOR COMPLIANCE WITH THE 1. THE SPECIAL INSPECTOR SHALL PERFORM SITE VISITS AT A FREQUENCY CONTRACT DOCUMENTS. RELOCATION OF EMBEDDED ITEMS IN CONFLICT WITH DETERMINED BY HIM TO SATISFY HIMSELF THAT THE INSPECTIONS ARE BEING REINFORCING SHALL NOT BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE PERFORMED IN ACCORDANCE WITH THIS PLAN. ENGINEER OF RECORD. G. DISCREPANCIES AND DEVIATIONS 1. THE SPECIAL INSPECTOR SHALL IMMEDIATELY ALERT THE CONTRACTOR OF ALL DISCREPANCIES AND DEVIATIONS FROM THE CONTRACT DOCUMENTS. PART IV - STRUCTURAL STEEL B 2. THE CONTRACTOR SHALL, UPON BEING INFORMED BY THE SPECIAL INSPECTOR, IMMEDIATELY CAUSE TO ELIMINATE SUCH DISCREPANCIES AND DEVIATIONS. A. FRAMING 1. VISUALLY INSPECT STEEL AS IT IS RECEIVED FOR POSSIBLE DAMAGE IN SHIPPING, WORKMANSHIP, AND PIECE MARKING. PART II - REPORTING 2. VERIFY THAT STEEL MEMBER SIZES AND STEEL GRADE CONFORM TO THE AcIvig..antmi mlealth CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS. 3. CHECK THE INSTALLATION OF ANCHOR RODS FOR CONFORMANCE WITH THE 'rl A. WRITTEN REPORTS CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS FOR THE FOLLOWING: a. LOCATION. PROJECT NAME 1. THE SPECIAL INSPECTOR SHALL SUBMIT WRITTEN REPORTS TO THE ENFORCING b. SIZE, QUANTITY, AND MATERIAL GRADE. OR SUPPORTING MEMBER. ADVE NTH EALTH ZEPHYRHILLS AGENCY HAVING JURISDICTION FOR THE PROJECT EACH WEEK DURING CONSTRUCTION. C. EMBEDMENT LENGTH INTO THE FOUNDATION COPIES OF THE REPORT SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, ENGINEER ROOM 6 X-RAY REPLACEMENT OFRECORD AND CONTRACTOR B. CONNECTIONS 2. THE REPORT SHALL BEAR THE SIGNATURE AND SEAL OF THE SPECIAL 1. VISUALLY CHECK THAT ALL CONNECTIONS ARE COMPLETED IN ACCORDANCE WITH PROJECT LOCATION INSPECTOR. THE CONTRACT DOCUMENTS AND THE APPROVED SHOP DRAWINGS. 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 3. THE REPORT SHALL INCLUDE: 2. WELDED CONNECTIONS a. A DESCRIPTION OF CONSTRUCTION PROGRESS FOR THE WEEK. a. OBSERVE THAT PROPER WELDING PROCEDURES ARE BEING IMPLEMENTED. PROJECT NUMBER b. WORKING CONDITIONS INCLUDING WEATHER, TEMPERATURE, TIME OF DAY, 2021-009 TYPE AND LOCATION OF WORK BEING PERFORMED. c. CHANGES IN WORKING SEQUENCE OR MATERIALS AND ANY UNUSUAL CIRCUMSTANCES AFFECTING THE PERFORMANCE OF WORK. PROJECT PHASE d. ANY DISCREPANCIES OR DEVIATIONS FROM THE CONTRACT DOCUMENTS AND 100% CONSTRUCTION DOCUMENTS WHETHER ANY MEASURES WERE TAKEN BY THE CONTRACTOR TO CORRECT THESE CONDITIONS. ISSUE DATE e. THE NON-CONFORMANCE AND CORRECTIONS LOG AS INDICATED BELOW. AUGUST 18, 2021 B. NON-CONFORMANCE AND CORRECTIONS LOG REVISIONS LIST 1. THE SPECIAL INSPECTOR SHALL KEEP AN EXCEPTIONS AND CORRECTIONS LOG FOR FOLLOW-UP. N0. DATE DESCRIPTION 2. THE LOG SHALL INCLUDE, FOR EACH NON-CONFORMANCE ITEM, THE DATE IT WAS NOTED, THE CORRECTIVE ACTION TAKEN, AND THE DATE IT WAS RECTIFIED. 3. THIS LOG SHALL BE REVIEWED ON A DAILY BASIS AND UPDATED AS EXCEPTIONS ARE RECTIFIED. A C. LETTER OF COMPLETION 1. IN ACCORDANCE WITH SECTION 553.79 (7)A OF THE FLORIDA STATUTES, THE SPECIAL INSPECTOR SHALL, UPON COMPLETION OF THE BUILDING AND PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, FILE A SIGNED AND SEALED STATEMENT WITH THE ENFORCEMENT AGENCY IN SUBSTANTIALLY THE FOLLOWING FORM: TO THE SHEET TITLE BEST OF MY KNOWLEDGE AND BELIEF, THE CONSTRUCTION OF ALL STRUCTURAL LOAD -BEARING COMPONENTS DESCRIBED IN THE THRESHOLD INSPECTION PLAN COMPLIES WITH THE CONTRACT DOCUMENTS. THRESHOLD INSPECTION PLAN SHEET NO. S1,2 2 3 0 11 I C Cs W I I I I I I I I I I I II II II II II If II II II II III II I11 II II I� I I ICI I i I� I I ICI i i I I (---I�r--I— ---I---I—i.---I—I.— UNISTRUT FRAMING FOR MEDICAL EQUIPMENT BY DELEGATED ENGINEER I II II II III II Ili II II II II II I II II I II II II III II ICI II II II III II ICI II II II II II II II II I II 11 L---U---U---L1 II III II II II II ---1��=--Imo_------1---�'---I-I---U---u-- II II II ----1-------L------ vx ---I-l------I-I---ter--- ---fi---F7---�- -n---r-T---�-- i { I I I I I I I I I EXISTING CONCRETE GIRDERS I I _--Ll_--LI.---U1---u---L1_ I I I I I I II 9 II II S2.1 I I I I� I I ICI I I I I II II II II II III II III it II II II II II II II II II II II II it II If II II II II II II II II II II II II II I I I I I I I I I II II II II II II I EXISTING CONCRETE II II I I I I I I I I I II II II II II II I I PAN JOIST SLABI 11 II II II II L------- U--- II II II II II II U--- U--- U--- I_I----------- II II II L_I------- L1—_ i II II II II II II I II II II II II II II II II II II it II II II II II II II II II II II II II II II it II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II NOTES: 1. REFER TO ARCH AND EQUIPMENT MANUFACTURER FOR EQUIPMENT LOCATIONS. 2. ALL EXISTING DIMENSIONS, ELEVATIONS, AND STRUCTURAL MEMBERS SHOWN HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS. INFORMATION SHOULD BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 3. NEW X-RAY EQUIPMENT TO BE HUNG FROM EXISTING SECOND FLOOR SLAB WITH EXISTING AND NEW UNISTRUT FRAMING. REFER TO ARCH AND EQUIPMENT MANUFACTURER FOR FINAL LOCATIONS AND ADDITIONAL INFORMATION. SECOND FLOOR FRAMING PLAN 1 /4" = V-0" EXISTING SLAB -ON -GRADE 10 1- II 11 —III fill (VIF) NON -SHRINK GROUT OR SHRINKAGE COMPENSATING REPAIR MORTAR INFILL 144 CONTINUOUS WITH MATCHING CORNER BARS EXISTING TRENCH INFILL 1 1 /2" = V-0" r Vfl�Ti\1/� /�I�\If11"1rTr' TOP OF SLAB NOTES: 1. REFER TO ARCH AND EQUIPMENT MANUFACTURER FOR EQUIPMENT LOCATIONS. 2. ALL EXISTING DIMENSIONS, ELEVATIONS, AND STRUCTURAL MEMBERS SHOWN HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS. INFORMATION SHOULD BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 3. THE EXISTING AND NEW SLAB -ON -GRADE IN THE X-RAY ROOM MUST BE LEVEL TO WITHIN 1/8" OVER A 10'-0" SPAN, OR AS REQUIRED BY THE EQUIPMENT MANUFACTURER. GRIND EXISTING SLAB OR APPLY LEVELING COMPOUND AS REQUIRED TO MEET EQUIPMENT LEVELNESS REQUIREMENTS. FIRST FLOOR FRAMING PLAN 1 /4" = 11-91 UNISTRUT FRAMING AT X-RAY ROOM 6 3/4" = 11-0" 1 1\1{ATIYI IT ^1 A / ILJ� Mf NOTES: 1. REFER TO EQUIPMENT DRAWINGS FOR EQUIPMENT LOCATIONS, LOADING, VERTICAL DEFLECTION AND LATERAL BRACING REQUIREMENTS. T A\i\Ir'l�TI/1\1 TIC rVIl�TI\In VIYIV 11\V 1 1 1\/'11YI11YV 1 VI\ MEDICAL EQUIPMENT BY DELEGATED ENGINEER NOTES: 1. REFER TO ARCH AND EQUIPMENT MANUFACTURER FOR EQUIPMENT LOCATIONS. 2. ALL EXISTING DIMENSIONS, ELEVATIONS, AND STRUCTURAL MEMBERS SHOWN HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS. INFORMATION SHOULD BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. FIRST FLOOR DEMOLITION PLAN 1 /4" = V-0" EXISTING STUD WALL #4x2'-6" DOWELS @12" AROUND PERIMETER, EXPDXY ANCHOR INTO EXISTING SLAB, 4"EMBEDMENT EXISTING 4" THICK SLAB -ON -GRADE 9" THICK SLAB -ON -GRADE (ACTUAL THICKNESS TO MATCH EXISTING) REINFORCED WITH #4@12" EACH WAY, TOP AND BOTTOM - -III—I -I 177 T 71PLACE STABLE SLOPE CONTINUOUS EXISTING 9" THICK WATERPROOFING AND SLAB -ON -GRADE TIE INTO EXISTING, REFER TO ARCH SLAB -ON -GRADE DETAIL 3/411 = 11-014 REFER TO ARCH SLAB -ON -GRADE, 1-#4 CONTINUOUS REFER TO PLAN AT PERIMETER W Q �o e° =T F=1 T1=TIT= I =TIT 7 7 T1=T T i 11 I I=1 I I1 I! III I I=1 I I1 I I=1111 11= REPLACE CONTINUOUS z WATERPROOFING AND 2 TIE INTO EXISTING, to REFER TO ARCH 106 WEST NORTH BAY STREET 1 TAMPA, PL 33603 http://cjaegroup.com BAN ►ry ux waiter Ann, p moore QVA Walter P Moore and Associates, Inc. 201 East Kennedy Blvd, Suite 300 Tampa, Florida 33602 813.221.2424 Certificate of Authorization No. 3818 WPM Project No. S06-21032-00 STAMPS AND APPROVALS 0%J1111111/I1I .%`��g'� • s• M�yR''% moo• % � �••.2- No. 62831 STATE OF '�i�t� �� O R 1 P•' ��,�. Mill, gh-)b TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. ROBERT S, MOHRLAND P.E. NO 62851 rra PROJECT NAME ADVENTHEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMENT PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE DESCRIPTION SHEET TITLE PLANS AND DETAILS NEW TRENCH IN SLAB -ON -GRADE 1 1/211= V-0" SHEET NO. S2,1 ��eua+.aauusau�.mub+uitr";i:�-w+:lL.IY dLWY 4�hi�II1�0VG4Eb�I:.W�IWLuVrai�:iizB�Alele,ilYii�IL��dff�.a.�-�i,i.l i �Wuru:; i �. 1 2 13 4 MECHANICAL, SYMBOLS AND ABBREVIATIONS ABBREVIATIONS DUCTWORK AT DIFFUSERS & GRILLES DUCTWORK SYMBOLS DRAWING SYMBOLS GENERAL PIPING SYMBOLS ACC AIR COOLED CHILLER IN INCHES SCHEDULED EQUIPMENT DESIGNATION. i ELEVATION DESIGNATION. SINGLE LINE -HARD DOUBLE LINE -HARD OR ACCU AIR-COOLED CONDENSING UNIT IN HG INCHES OF MERCURY OR FLEXIBLE FLEXIBLE CONNECTION ®UP ®DN SUPPLY DUCT (UP &DOWN) EQ (DOWN) -TOP INDICATES EQUIPMENT REFERENCE OFFICIAL �� DIRECTION OF PIPE PITCH D ACU AIR CONDITIONING UNIT IN WG INCH WATER GAUGE # CONNECTION ABBREVIATION PROJECT DATUM DIRECTION OF FLOW AD ACCESS DOOR IPLV INTEGRATED PART LOAD VALUE -BOTTOM INDICATES EQUIPMENT 106 WEST NORTH BAY STREET 1 TAMPA, FL 33603 T REVISION REFERENCE. AFF ABOVE FINISHED FLOOR -®-. �-. SUPPLY DIFFUSER OR GRILLE ® UP ® DN EXHAUST DUCT (UP & DOWN) NUMBER A REFER TO SHEET REVISION REDUCER OR INCREASER www.cjaegroup.com AFM AIR FLOW MEASURING kW KILOWATT (HORIZONTAL MOUNT) REFER TO EQUIPMENT SCHEDULES BLOCK AHU AIR -HANDLING .UNIT kWh KILOWATT HOUR AMP AMPERAGE � UP � DN RETURN DUCT (UP &DOWN) � SPECIALTY ITEMS TOP CONNECTION, 45° OR 90° APD AIR PRESSURE DROP LAT LEAVING AIR TEMPERATURE (2 j GAUGE FILTER, ETC.) 1 SHEET KEYNOTE REFERENCE J RE BOTTOM CONNECTION, 45° OR 90° ARI AIR CONDITIONING AND LB/HR POUNDS PER HOUR ---�-► -• ROUND REFER TO EQUIPMENT LIST - � -� REFRIGERATION INSTITUTE LF LINEAR FOOT (FEET) "- i """ + DIFFUSER WALL TYPE SUPPLY REGISTER OR GRILLE PLAN CONTINUATION REFERENCE. ROOM NAME SIDE CONNECTION ASME ROOM NAME &NUMBER 1=1 1:7= ILM AMERICAN SOCIETY OF MECHANICAL LWT LEAVING WATER TEMPERATURE EFE -BOTTOM INDICATES ON WHICH ENGINEERS RETURN REGISTER OR -�.. EXHAUST OR RETURN REGISTER OR TOP GRILLE M_1 101 DESIGNATION -� CAPPED OUTLET SHEET CONTINUATION APPEARS MAX MAXIMUM GRILLE (HORIZONTAL MOUNT) B BOILER MBH 1,000 BTUH CONSTRUCTION BULLETIN D RISE OR DROP IN PIPE BD BACKDRAFT DAMPER MCA MINIMUM BRANCH CIRCUIT AMPACITY EXHAUST REGISTER OR GRILLE _ 1 100 REVISION NUMBER , -®-� MOUNT) -; I UNION ENGINEERING BFP BACKFLOW PREVENTER MER MECHANICAL EQUIPMENT ROOM (HORIZONTAL - BHP BRAKE HORSEPOWER MERV MINIMUM EFFICIENCY REPORTING VALUE EXHAUST OR RETURN CEILING REGISTER OR GRILLE M-1 PIPE UP BTU BRITISH THERMAL UNIT MH MANHOLE --�� �.� EXHAUST OR RETURN SECTION DESIGNATION. POINT OF NEW PIPE DOWN BTUH BRITISH THERMAL UNIT PER HOUR MIN MINIMUM REGISTER OR GRILLE CONNECT NEW DUCT TO EXISTING DUCT -TOP INDICATES SECTION NUMBER, CONNECTION TO EXISTING MOP MAXIMUM OVERCURRENT PROTECTION (VERTICAL MOUNT) -BOTTOM INDICATES ON WHICH MECHANICAL • ELECTRICAL -PLUMBING SHEET SECTION APPEARS HALFTONE LIGHT LINE THERMOMETER 800 HIGHLAND AVE. STE 102 CC COOLING COIL N/A NOT APPLICABLE _„� SUPPLY REGISTER OR R INCLINED RISE, IN DIRECTION OF AIR FLOW INDICATES EXISTING WORK ORLANDO, FL 32603 CFM CUBIC FEET PER MINUTE NC NOISE CRITERIA OR NORMALLY CLOSED GRILLE (VERTICAL -�-{--� DETAIL REFERENCE. PRESSURE GAUGE CH CHILLER NG NATURAL GAS MOUNT) CA LIC. NO.: 31963 -TOP INDICATES SECTION NUMBER, CHIP CHILLED WATER PUMP NGFM NATURAL GAS FLOWMETER 2 HEAVY DASHED LINE i CHR CHILLED WATER RETURN NO NORMALLY OPEN -� [� RETURN GRILLE WITH D D M_1 -BOTTOM INDICATES ON WHICH - - - - - - INDICATES EXISTING WORK PHONE: (407) 260-8466 WWW,DCL-ENG.COM , INCLINED DROP, IN DIRECTION OF AIR FLOW SHEET SECTION APPEARS FLOW ELEMENT CHS CHILLED WATER SUPPLY NPLV NON-STANDARD PART LOAD VALUE SOUND BOOTH TO BE DEMOLISHED CO CLEAN OUT NPSH NET POSITIVE SUCTION HEAD TEST PLUG (PRESSURE/TEMPERATURE) HEAVY LINE INDICATES CO2 CARBON DIOXODE NTS NOT TO SCALE ® COMP COMPRESSOR UNIT ACCESS DOOR NEW WORK COP COEFFICIENT OF PERFORMANCE OA OUTSIDE AIR DUCTWORK SPECIALTIES OR AIR VENT CP CONDENSATE PUMP OD OUTSIDE DIAMETER I I--2 FLEXIBLE CONNECTION, EQUIPMENT, CU CONDENSING UNIT VIBRATION, OR SEISMIC DRAIN CV CONSTANT VOLUME P PUMP V DUCT REHEAT COIL FLEXIBLE DUCT DIFFUSER NOTATION O� FC FC CW COLD WATER (POTABLE) PCF POUNDS PER CUBIC FOOT (FEET) VANED ELBOW (PROVIDE ALL SQUARE OR PD PRESSURE DROP15 � VIBRATION SENSOR ACC } ]� � ��� RECTANGULAR ELBOWS WITH VANES EVEN IF DB DECIBELS PF PRE -FILTER ACCESS DOOR IDUCT FLEXIBLE CONNECTION NECK SIZE IN SYMBOL IS MISSING) DUCT SIZE IN INCHES (NET Db DRY-BULB TEMPERATURE PHC PREHEAT COIL INCHES INSIDE DIMENSIONS) DEG DEGREE PPM PARTS PER MILLION 42' POINT OF CHANGE IN DUCT (ROUND SHOWN) a CEILING DIFFUSER DP DEW POINT TEMPERATURE PSI POUNDS PER SQUARE INCH BUTTERFLY TYPE VALVE RA RETURN AIR CONSTRUCTION BY INDICATES ROUND. CD (CD) IDENTIFICATION DX DIRECT EXPANSION WITH CONTROLLER LOCATED PRESSURE CLASS STANDARD RADIUS ELBOW (LONG RADIUS) 450 VALVE AND PIPING DEVICES SYMBOLS ON SIDE OF VALVE 10re SA EA EXHAUST AIR REA RELIEF AIR f EAT ENTERING AIR TEMPERATURE RF RETURN FAN SUPPLY AIR DUCT + AIR QUANTITY (CFM) GATE VALVE EER ENERGY EFFICIENCY RATIO RH RELATIVE HUMIDITY -I VAV SUPPLY AIR VALVE 10x8 GLOBE VALVE 10x8 EF EXHAUST FAN RC REHEAT COIL BUTTERFLY TYPE VALVE NEW DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH) DIFFUSER AIR PATTERN EXHAUST AIR DUCT (EA) EGS EMERGENCY GAS SHUTOFF RLA 1 ARROW: 1 WAY RETURN AIR DUCT (RA) CHECK VALVE RUN LOAD AMPERE OR WITH CONTROLLER ANGLED ENT ENTERING RO REVERSE OSMOSIS AM 2 ARROWS: 2 WAY RG DOWN, SEE DETAIL AIR FLOW MEASURING-� EXISTING DUCT TO REMAIN 3 ARROWS: 3 WAY 12x6 EA WYE STRAINER WITH DRAIN VALVE ESP EXTERNAL STATIC PRESSURE RPM REVOLUTIONS PER MINUTE �] � STATION 250 ET EXPANSION TANK RTU ROOF TOP UNIT 4 ARROWS: 4 WAY ETD EXISTING TO DEMO - - NO ARROWS: 4 WAY CD -SUPPLY DIFFUSER r� umu-- FLEXIBLE PIPING CONNECTION EWT ENTERING WATER TEMPERATURE SA SUPPLY AIR VENTURI VALVE WITH �- - -� EXISTING DUCT TO BE REMOVED RG - RETURN GRILLE STAMPS AND APPROVALS _ _ ETR EXISTING TO REMAIN SAD SOUND ATTENUATING DEVICE CONTROLLER LOCATED ON EA - EXHAUST AIR GRILLE ANGLE GLOBE VALVE LD - LINEAR DIFFUSER SAT SUPPLY AIR TERMINAL SIDE OF VALVE F FAHRENHEIT SD SMOKE DETECTOR OR SMOKE DAMPER LG - LINEAR RET/EXH GRILLE ��I BUTTERFLY VALVE MANUAL VOLUME DAMPER TG -TRANSFER GRILLE FCO FLUSH CLEAN OUT SF SUPPLY FAN F/S COMBINATION FIRE SMOKE DAMPER I�-�(1 BALL VALVE FCU FAN COIL UNIT L1�-�LJ I� SP STATIC PRESSURE XX SQ.FT SQUARE FOOT (FEET) VENTURI VALVE WITH FD FLOOR DRAIN OR FIRE DAMPER OR FIRE, SMOKE OR FIRE/SMOKE DAMPER SS STAINLESS STEEL CONTROLLER ANGLED DOWN, D - CONTROL VALVE FM FLOW METER SEE DETAIL FPM FEET PER MINUTE TAB TESTING, ADJUSTING, BALANCE FPS FEET PER SECOND FIELD MOUNTED CONTROLS --Q-- PRESSURE REGULATING VALVE TSP TOTAL STATIC PRESSURE FS FLOW SWITCH TSTAT THERMOSTAT FSTAT FREEZESTAT PRESSURE SAFETY VALVE HEATER 45° SUPPLY (1) SPACE THERMOSTAT T❑ TEMPERATURE SENSOR UH UNIT SPACE HUMIDISTAT H� HUMIDITY SENSOR CIRCUIT SETTER VALVE OR BALANCING VALVE HC HEATING COIL UL UNDERWRITERS LABORATORY STANDARD BRANCH SUPPLY OR HP HORSEPOWER VAV VARIABLE AIR VOLUME RETURN, NO SPUTTER (45° TAP) F� DUCT SMOKE DETECTOR © PRESSURE SENSOR D HSTAT HUMIDISTAT VFD VARIABLE FREQUENCY DRIVE PLUG VALVE HW HOT WATER VTR VENT THRU ROOF PRESSURE REDUCING VALVE PRV ( ) a�EL C� _ •••• •'�\CEN ' HWC HOT WATER COIL 45° RETURN \. HWP HEATING HOT WATER PUMP W WATTS HWR HEATING HOT WATER RETURN Wb WET -BULB (TEMPERATURE) WATER LEVEL CONTROLLER ••.•' * ° d•6 HWS HEATING HOT WATER SUPPLY WCO WALL CLEAN OUT HX HEAT EXCHANGER WF WATER FILTER DUCT MOUNTED COIL (REHEAT COIL) O FLOW METER `,� •'� HZ HERTZ WPD WATER PRESSURE DROP • •.•<O�•'�, 1/0 INPUT/OUTPUT YCO YARD CLEAN OUT g�s00NAL nnnun�„ MECHANICAL SPECIFICATIONS APPLICABLE CODES/STANDARDS: EQUIPMENT GENERAL: 1. FLORIDA BUILDING CODE 7TH EDITION (2020) - BUILDING, MECHANICAL, PLUMBING AND ENERGY CONSERVATION 11, NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 1. ALL EQUIPMENT SHALL BE UL LISTED, NO EXCEPTIONS. 2. NFPA-1 UNIFORM FIRE CODE (2015) 12. NATIONAL ELECTRICAL SAFETY CODE 2. EACH TYPE OF EQUIPMENT SHALL BE BY ONE MANUFACTURER AND SHALL HAVE CAPACITIES AND CHARACTERISTICS AS LISTED IN THE EQUIPMENT SCHEDULES. 3. NFPA-70 NATIONAL ELECTRICAL CODE (2017) 13. REQUIREMENTS OF LOCAL POWER CORPORATION 3. UNLESS OTHERWISE NOTED, ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH VIBRATION ISOLATING MOUNTINGS TO PREVENT TRANSMISSION OF VIBRATION TO AND WITHIN THE BUILDING STRUCTURE. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS 4. NFPA-72 NATIONAL FIRE ALARM CODE (2016) 14. ADA STANDARDS FOR ACCESSIBLE DESIGN (2010) 4. LOCATE ALL MECHANICAL EQUIPMENT SUCH THAT THE MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE INCLUDING CLEARANCE BETWEEN UNIT), AND THE FBC REQUIRED CLEARANCE TO COMBUSTIBLES IS MAINTAINED. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A 5. NFPA-99 HEALTH CARE FACILITIES CODE (2015) 15. AMERICAN SOCIETY FOR TESTING AND MATERIAL (ASTM) 5. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IF FIELD CONDITIONS PROHIBIT INSTALLATION OF EQUIPMENT IN LOCATIONS SHOWN, SUBMIT A WRITTEN REQUEST FOR INFORMATION (RFI) TO DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. 6. NFPA-101 LIFE SAFETY CODE (2018) 16. THE OCCUPATION SAFETY AND HEALTH ACT (OSHA) THE ENGINEER IMMEDIATELY BEFORE PROCEEDING. TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS 7. LATEST EDITION OF ALL OTHER NFPA ARTICLES NOT LISTED, 17. FLORIDA ADMINISTRATIVE CODE 69A3.012 6. WHENEVER POSSIBLE, DO NOT LOCATE ROOFTOP EQUIPMENT SUCH THAT THE SERVICE PANEL IS WITHIN 10'-0" OF AN OPEN ROOF EDGE WHICH REQUIRES GUARDS. COMPLY WITH THE APPLICABLE BUILDING CODES. 8. UNDERWRITERS LABORATORIES, INC. PUBLICATIONS 18. GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES (FGI - 2018) DANIEL CESAR, PE; LICENSE NO: 68670 9. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 19. ASTM LATEST STANDARDS. DUCTWORK AND DUCTWORK ACCESSORIES: 10. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 1. FLEXIBLE DUCT SHALL COMPLY WIT UL-181 CLASS 1. FLEXIBLE DUCTWORK SHALL HAVE AN INNER FIBERGLASS WOVEN LINER, ENCAPSULATING HELIX COIL, A FIBERGLASS INSULATING BLANKET (R-VALUE OF AT LEAST 6.0) AND OUTER VAPOR BARRIER OF FIBERGLASS REINFORCED METALIZED FILM LAMINATE. FLEXIBLE DUCTS SHALL BE THERMAFLEX MK-C OR APPROVED EQUAL. NO FLEX DUCT SHALL EXCEED 15' -0" IN LENGTH. 2. ALL INSULATION SHALL HAVE A FIRE/SMOKE RATING LESS THAN 25/50. BASIS OF DESIGN: 3. ALL STEEL DUCTWORK SHALL BE JOINED WITH A NON -HARDENING, NON -MIGRATING MASTIC APPROPRIATE FOR THE ENVIRONMENTAL CONDITIONS OF THE SPACE FOR WHICH IT IS INSTALLED. FLEXIBLE DUCTWORK SHALL MEET THE 1. THE MECHANICAL CONTRACT DOCUMENTS HAVE BEEN PREPARED USING THEFGI-2018 DESIGN CRITERIA WITH THE FOLLOWING DESIGN CONDITIONS: FLORIDA ENERGY EFFICIENCY CODE. SEAL ALL SHEET METAL JOINTS WITH A SEALANT COMPOUNDED SPECIFICALLY FOR SEALING JOINTS AND SEAMS IN DUCTWORK. SEALANT SHALL BE EQUAL TO RCD#8 MASTIC. JOINTS FOR INDOOR: SUMMER 75 DEG F DB / 50% RH WINTER 72 DEG F DB DUCTWRAP AND DUCTBOARD SHALL BE WITH GLASS FIBER FABRIC WITH A VAPOR BARRIER COATING OF 30 MILL DRY FILM THICKNESS. VAPOR BARRIER COATING SHALL BE EQUAL TO RCD#9. GENERAL: 4. ALL DUCTS SIZES ARE CLEAR INSIDE DIMENSIONS. COORDINATE DUCTWORK ROUTING, DIMENSION AND ELEVATION WITH ALL TRADES. MAKE ALLOWANCES FOR BEAMS, PIPING AND OTHER OBSTRUCTIONS. TRANSFORM, DIVIDE OR 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AN INSTALLATION OF A COMPLETE SERVICEABLE MECHANICAL SYSTEM OFFSET DUCTS AS REQUIRED, IN SUCH A MANNER AS TO MAINTAIN SAME CROSS SECTIONAL AREA. DUCT SIZE SUBSTITUTIONS ARE ACCEPTABLE ONLY IF THE CLEAR AREA SUBSTITUTED IS NOT LESS THAN THAT SHOWN AND THE DUCT AS OUTLINED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE INSTALLED AND ADJUSTED FOR PROPER AND CONTINUOUS OPERATION. ASPECT RATIO IS LESS THAN 3 TO 1. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 5. PROVIDE 45-DEGREE ENTRY ON ALL RECTANGULAR BRANCH CONNECTIONS. PROVIDE CONICAL TAPS WITH DAMPERS ON ALL ROUND BRANCH CONNECTIONS. 3. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH FLORIDA BUILDING CODE ALL APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, U.L. STANDARDS, LOCAL CODES, LOCAL ORDINANCES, AMENDMENTS 6. PROVIDE LONG RADIUS ELBOWS, 3-PIECE ELBOWS, OR TURNING VANES AT ALL 90-DEGREE TURNS. SQUARE ELBOWS ARE NOT ACCEPTABLE. AND MANUFACTURER RECOMMENDATIONS. 7. TEST ALL DUCTWORK FOR LEAKS PRIOR TO INSULATING OR CONCEALING IT. THE MAXIMUM ALLOWABLE LEAKAGE RATE SHALL BE IN ACCORDANCE WITH SMACNA. 4. ALL MATERIALS SHALL BE NEW (UNLESS OTHERWISE INDICATED) ANY DAMAGE EQUIPMENT SHALL BE REPLACED AT NOT COST TO THE OWNER. DURING CONSTRUCTION, EQUIPMENT SHALL BE STORED IN THE MANUFACTURER'S ORIGINAL 8. PROVIDE VOLUME DAMPERS AT ALL BRANCH TAKE -OFFS OR AS INDICATED ON PLANS. DAMPER SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR ACCESSIBLE. PROVIDE VOLUME DAMPERS SIMILAR TO YOUNG B PACKAGING IN A SAFE AND DRY PLACE UNTIL READY FOR USE. REGULATORS FOR AIR DEVICES LOCATED IN HARD CEILINGS OR COORDINATE CEILING ACCESS PANELS WITH ARCHITECT/OWNER. 5. ALL WORK SHALL BE COORDINATED ALL OTHER TRADES PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. COORDINATE ALL WORK FOR SIZES, LOCATIONS, CLEARANCES, ACCESS AND ELECTRICAL CONNECTIONS WITH ALL THE 9. PROVIDE NORMALLY CLOSED OUTSIDE AIR DAMPERS TO AUTOMATICALLY OPEN ONLY WHEN THE HEATING OR COOLING SYSTEMS (HEATER OR COMPRESSOR) IS OPERATING IN THE OCCUPIED MODE. DAMPERS SHALL BE ACCESSIBLE AND TRADES, CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS, CODE OR SAFETY ISSUES THAT MAY EXIST PRIOR TO ANY FABRICATION OR ORDERING OF EQUIPMENT. RESOLUTION OF SUCH CONFLICTS THAT WERE NOT NEAR THE BUILDING ENTRY POINT. REPORTED PRIOR TO STARTING CONSTRUCTION SHALL REMAIN RESPONSIBILITY OF THE CONTRACTOR AND CHANGE ORDER PROPOSALS FOR SUCH WORK WILL NOT BE ACCEPTED. 10. PROVIDE GRAVITY BACKDRAFT DAMPERS IN ALL EXHAUST DUCTS NEAR THE BUILDING EXIT POINT, DAMPERS SHALL BE INSTALLED WHERE THEY ARE ACCESSIBLE. 6. THESE DRAWINGS AND SPECIFICATIONS REPRESENT THE DESIGN INTENT BASED ON INFORMATION AVAILABLE AT THE TIME OF DESIGN. ANY SUBSTANTIAL MODIFICATIONS OR ALTERATIONS MADE DURING THE CONSTRUCTION PHASE SHALL BE 11. PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT CONNECTIONS TO FANS OR AIR HANDLING UNITS, UNLESS SPECIFICALLY NOTED OTHERWISE. REPORTED TO THE ENGINEER PRIOR TO START WORK. MODIFICATIONS MADE WITHOUT THE ENGINEER'S WRITTEN APPROVAL SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. 12. PROVIDE SUPPLY AIR DUCT SMOKE DETECTORS FOR ALL AIR HANDLING SYSTEMS GREATER THAN 2,000 CFM. UPON ACTIVATION, SMOKE DETECTORS SHALL AUTOMATICALLY SHUTDOWN THE AIR HANDLING SYSTEM AND GENERATE A 7. CONTRACTOR TO FIELD ROUTE DUCTS AS REQUIRED. FOR CLARITY, ALL DUCT RISERS AND DROPS ARE NOT SHOWN. CONTRACTOR TO PROVIDE AT NO ADDITIONAL COST TO THE OWNER ALL DUCT OFFSETS, BENDS AND TRANSITIONS SIGNAL TO THE BUILDING FIRE ALARM (IF PROVIDED). PROVIDE A REMOTE KEY SWITCH WITH PILOT LIGHT IN CEILING BELOW UNIT FOR DETECTOR RESET. REQUIRED FOR COMPLETE FUNCTIONAL SYSTEM AND TO ACCOMMODATE FIELD CONDITIONS. 13. ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH ALLOW THE AIR TO MAKE ABRUPT TURNS WITHOUT TURBULENCE. 8. WALL, ROOF AND CEILING OPENINGS INDICATED ON DRAWINGS ARE NOMINAL DIMENSIONS ONLY, ADJUST OPENING AS REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF TURNING VANES ARE NOT ALLOW IN RETURN AND/OR EXHAUST SYSTEMS. ALL DUCTWORK AND PIPING AND PENETRATIONS. ALL PIPING AND/OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND FIRE RATED AS REQUIRED TO MAINTAIN WALLS OR FLOOR INTEGRITY. 14. PROVIDE FIRE, SMOKE OR COMBINATION FIRE/SMOKE DAMPERS IN ALL PENETRATIONS OF RATED SURFACES AS REQUIRED BY CODE. DAMPERS SHALL BE INSTALLED ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE AdventHealth 9. HANG PIPING AND EQUIPMENT (WHERE INDICATED ON DRAWINGS) FROM STRUCTURE AS NECESSARY. COORDINATE WITH STRUCTURAL/ARCHITECT FOR WEIGHTS AND PROPER ATTACHMENTS. PROVIDE SUPPORTING AS REQUIRED FOR U.L. LISTING REQUIREMENTS. INTERLOCK MECHANICAL SYSTEMS WITH THE FIRE ALARM SYSTEM. Q INSTALLATION OF EQUIPMENT. 15. ASSEMBLE, INSTALL AND SEAL ALL DUCTWORK IN ACCORDANCE WITH THE LATEST SMACNA HVAC DUCT CONSTRUCTION STANDARD" "FIBROUS FIBROUS GLASS DUCT CONSTRUCTION STANDARDS". CONSTRUCT DUCTWORK TO MINIMUM 2" 10. MECHANICAL PLANS ARE IN GENERAL DIAGRAMMATIC IN NATURE SHALL BE READ IN CONJUNCTION WITH THE ARCHITECTURAL, PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. INFORMATION GIVEN HEREIN AND ON DRAWINGS IS AS EXACT DUCT CLASS, SEAL CLASS "A" UNLESS NOTED OTHERWISE. ANY WORK WHICH DOES NOT CONFORM TO THESE STANDARDS MAY BE REJECTED AT ANY TIME. AS COULD BE SECURED BUT IS NOT GUARANTEED. DO NOT SCALE DRAWINGS FOR EXACT DIMENSIONS. a. ALL DUCTWORK SHALL BE AS FOLLOWS OR APPROVED EQUAL: a byr h i l !1 s 11. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. AT MINIMUM OF T CLEARANCE IN FRONT OF ANY 120-240 VOLTS RATED PANELS AND DISCONNECTS AND 4' CLEARANCE IN FRONT OF ANY 480 VOLTS RATED PANELS OR DISCONNECTS. SUPPLY, OUTSIDE AIR, MAKE-UP AIR AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL UNLESS NOTED OTHERWISE. ALL SUPPLY, OUTSIDE AIR AND RETURN DUCTS SHALL BE PROVIDED WITH 12. PROVIDE A MINIMUM OF 10' CLEARANCE BETWEEN OUTSIDE AIR INTAKES AND ANY EXHAUST OPENING, FAN OR VENT. COORDINATE NEW EXHAUST/INTAKE OPENINGS OR VENTS FOR PLUMBING EQUIPMENT WITH EXISTING INTAKES AND VENTS. 1-1/2" INSULATION THICKNESS AND R-VALUE OF AT LEAST 6.0. FLEXIBLE GLASS FIBER EQUAL TO OWENS CORNING "ALL SERVICE DUCT WRAP" OR JOHNS MANVILLE MICROLITE. 1-1/2" THICK, MINIMUM DENSITY OF 0.75 LB/FT3 WITH 13. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. THERMAL CONDUCTIVITY OF NOT MORE THAN 0.27 AT 75°F MEAN TEMPERATURE, AND SUITABLE FOR TEMPERATURES TO 250°F. PROJECT NAME 14. THE CONTRACTOR SHALL CONTINUALLY RECORD ALL DEVIATIONS TO THE CONTRACT DOCUMENTS MADE DURING CONSTRUCTION AND PROVIDE A COMPLETE SET OF THESE RECORD DRAWINGS TO THE OWNER WITHIN 30 DAYS OF b. ALL EXHAUST AIR DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL OR STAINLESS STEEL, 2-INCH PRESSURE CLASS, SMACNA SEAL CLASS "A". WET EXHAUST DUCTS SHALL BE ALUMINUM OR STAINLESS STEEL. ADVENT HEALTH ZEPHYRHILLS ROOM G COMPLETION OF CONSTRUCTION. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE THE SERVICES OF A LICENSED PROFESSIONAL ENGINEER TO PROVIDE SIGNED C. PROVIDE ALL EXTERIOR INSULATED DUCTWORK WITH A MINIMUM 8 MIL THICK ALUMINUM OR PVC JACKET. SED RECORD DRAWINGS, d. INSULATION AND JACKET FOR ALL SUPPLY, OUTSIDE AIR AND RETURN DUCTWORK: EQUAL TO OWENS-CORNING "FRK" OR JOHNS MANVILLE "FSK". GLASS FIBER REINFORCED FOIL KRAFT LAMINATE WITH X-RAY X-RAY REPLACEMNET DUCCTTWORK AND/OR PIPING SHALL BE CONCEALED IN WALLS, CHASES OR CEILINGS UNLESS NOTED OTHERWISE ON DRAWINGS. PAINT ALL EXPOSED DUCTWORK BLACK UNLESS NOTED OTHERWISE. P RMIEANCE NOT EXCEEDING 0.02 PERM ND BEACH PUNCTURE RESISTANCE 25 UNITS MINIMUMDE 15. ALILD . 16. PROVIDE ACCESS PANELS TO ALL VALVES AND DEVICES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. e. PROVIDE INSULATION AND JACKET AS INDICATED BELOW FOR SUPPLY AND RETURN DUCTWORK. FLEXIBLE GLASS FIBER EQUAL TO OWENS CORNING "ALL SERVICE DUCT WRAP" OR JOHNS MANVILLE MICROLITE. 1-1/2" THICK, 17. COORDINATE ALL ELECTRICAL EQUIPMENT CONNECTIONS WITH DIVISION 26 PRIOR TO ORDERING ANY EQUIPMENT. CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS OR SAFETY ISSUES THAT MAY EXIST PRIOR TO MINIMUM DENSITY OF 0.75 LB/FT3 WITH THERMAL CONDUCTIVITY OF NOT MORE THAN 0.27 AT 75°F MEAN TEMPERATURE, AND SUITABLE FOR TEMPERATURES TO 250°F. PROJECT LOCATION ORDERING OFEQUIPMENT. JACKET EQUAL TO OWENS-CORNING "FRK" OR JOHNS MANVILLE "FSK". GLASS FIBER REINFORCED FOIL KRAFT LAMINATE WITH PERMEANCE NOT EXCEEDING 0.02 PERM AND BEACH PUNCTURE RESISTANCE 25 UNITS MINIMUM. 7050 GALL BOULEVARD 18. NOT RUN ANYPIPING NG ABOVE ELECTRICAL PANELS, THROUGH ELECTRICAL ROOMS OR ANY OTHER WATER SENSITIVE AREAS UNLESS NOTED OTHERWISE ON THE PLANS. 19. INSULATE ALL PIPING FROM CONCRETE. INSULATION SHALL HAVE A FIRE/SMOKE RATING LESS THAN 25/50. ZEPHYRHILLS FL 33541 20. DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE DUCTWORK SUPPORTS AND HANGERS: SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. 1. DUCTWORK SHALL NOT BE SUPPORTED BY ANYTHING OTHER THAN THE BUILDING STRUCTURE. NOTHING SHALL BE SUPPORTED BY THE DUCTWORK EITHER. PROJECT NUMBER 21. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS OCCURRED DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED. ALL 2. PROVIDE ALL NECESSARY HANGER RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, MECHANICAL PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. 2021-009 PENETRATIONS SHALL BE SLEEVED AND SEALED TO BE WATER AND AIR TIGHT. 3. DUCTWORK AND MECHANICAL EQUIPMENT SHALL BE PROVIDED UNISTRUT AND SUSPENSION RODS AS REQUIRED. 22. ALL MECHANICAL SYSTEMS SERVING OTHER SPACES OR FLOORS THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES DURING THE 4. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. PROJECT PHASE DEMOLITION OF THE EXISTING DUCTWORK 5. WIRE STRAPS OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS FOR DUCTWORK. 6. PROVIDE MANUFACTURED PIPE HANGERS, RODS, AND INSERTS OR CLAMPS FOR THE PROPER SUPPORT OF ALL PIPING. BAND IRON, TIE WIRE, OR WIRE STRAPPING ARE NOT ACCEPTABLE, ALL PIPES SHALL BE SUPPORTED AT REGULAR 100% CONSTRUCTION DOCUMENTS SUBSTITUTIONS: INTERVALS. PIPE SWAY AND/OR VIBRATION WILL NOT BE ACCEPTABLE. DO NOT HANG PIPING FROM ANYTHING OTHER THAN THE BUILDING STRUCTURE. 1. EQUIPMENT INDICATED AS BASIS OF DESIGN (BOD) ON THE DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "STANDARD OF QUALITY". NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ISSUE DATE ENGINEER. AIR DISTRIBUTION DEVICES: AUGUST 18, 2021 2. DEVIATIONS FROM SPECIFIED EQUIPMENT AFFECTING ELECTRICAL REQUIREMENTS SHALL BE COORDINATED BETWEEN VENDOR AND CONTRACTOR PRIOR TO SUBMITTING BIDS. ANY DEVIATION THAT WAS NOT COORDINATED SHALL NOT 1. ACCEPTABLE MANUFACTURERS ARE: TITUS, PRICE, METALAIRE, TUTTLE & BAILEY, AND BARBER COLEMAN. CAUSE ANY CHANGES OF BID AT A LATER TIME. 2. PROVIDE AND INSTALL ALL AIR DEVICES IN LOCATIONS INDICATED ON DRAWINGS. VERIFY LOCATIONS AND CEILING TYPES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING. PROVIDE INTEGRAL VOLUME DAMPER FOR ALL AIR REVISIONS LIST 3. SUBSTITUTIONS ARE ACCEPTABLE PROVIDED THAT THE SUBSTITUTED EQUIPMENT HAS EQUIVALENT CAPACITY AS THAT SCHEDULED AND IS PROVIDED BY AN ACCEPTABLE MANUFACTURER AS LISTED FOR THAT EQUIPMENT TYPE. DEVICES LOCATED IN HARD CEILINGS AND INTEGRAL RADIATION DAMPER FOR ALL DEVICES LOCATED IN RATED CEILINGS. CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR ALL SUBSTITUTIONS TO THE ENGINEER FOR APPROVAL PRIOR SUBSTITUTING OR ORDERING. SUBMITTALS SHALL INCLUDE DIMENSIONS, WEIGHT, CLEARANCES, FAN/PUMP CURVES, 3. ALL AIR DEVICES SHALL BE ALUMINUM, EXCEPT THOSE INSTALLED IN RATED WALLS OR CEILINGS WHICH SHALL BE STEEL. FINISH OF ALL DEVICES SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. THE CONTRACTOR SHALL VERIFY NO. DATE DESCRIPTION ELECTRICAL CHARACTERISTICS, SOUND LEVEL DATA, AND INSTALLATION DETAILS. SUBSTITUTION ARE WILL ONLY BE ACCEPTABLE AFTER WRITTEN APPROVAL FROM THE ENGINEER. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR FINISH COLOR AND STYLE OF ALL AIR DEVICES WITH THE ARCHITECT PRIOR TO ORDERING, ANY AND ALL CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION FOR ALL THE SUBSTITUTIONS. 4. ALL SURFACES OF DUCTWORK VISIBLE THROUGH AIR DEVICES SHALL BE PAINTED FLAT BLACK. 5. FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS WITH OPPOSED BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DOCUMENTS. SHOP DRAWINGS AND SUBMITTALS: 6. AIR DISTRIBUTION SHALL NOT EXCEED NC-30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. 1. SUBMIT SHOP DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT TO ENGINEER FOR APPROVAL PRIOR TO PURCHASING AND/OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER AND/OR CONTROL WIRING SHALL INCLUDE COMPLETE WIRING DIAGRAMS. 2. CONTRACTOR SHALL SUBMIT COMPLETE DUCTWORK SHOP DRAWINGS FOR REVIEW BY THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COORDINATION WITH OTHER DISCIPLINES AND EXACT OPENINGS REQUIRED IN EXTERIOR WALLS AND TEST AND BALANCE: A ALL DEVICES WITH THEIR RESPECTIVE SERVICE CLEARANCES. 1. IF THE BUILDING'S MECHANICAL SYSTEMS ARE 15 TONS OR LESS PER SYSTEM. THE MECHANICAL CONTRACTOR MAY TEST, ADJUST, AND BALANCE THE SYSTEM. 3. SPECIFICALLY MARK GENERAL CATALOG SHEETS AND DRAWINGS TO INDICATE SPECIFIC ITEMS SUBMITTED AND ITS CORRELATION TO SPECIFIC DESIGNATION FOR PRODUCT IN DRAWINGS. 2. IF THE BUILDING'S SYSTEMS ARE OVER 15 TONS PER SYSTEM, PROVIDE THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY TO TEST, ADJUST, BALANCE, AND CERTIFY THE PERFORMANCE OF THE ENTIRE HVAC SYSTEM. 4. SPECIFICALLY INDICATE PROPER IDENTIFICATION OF EQUIPMENT BY NAME AND/OR NUMBER, AS INDICATED IN SPECIFICATION AND SHOWN ON DRAWINGS. TESTING AND BALANCING CONTRACTOR SHALL HOLD A CURRENT CERTIFICATE FROM A NATIONALLY RECOGNIZED TESTING AGENCY. ALL PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH AABC OR NEBB STANDARDS. NOTE 5. WHEN MANUFACTURER'S REFERENCE NUMBERS ARE DIFFERENT FROM THOSE SPECIFIED, PROVIDE CORRECT CROSS-REFERENCE NUMBERS FOR EACH ITEM. CLEARLY MARK AND NOTE SUBMITTALS ACCORDINGLY. THAT FAN SELECTION POINTS REPRESENT DESIGN AIR FLOW RATES WITHOUT CONSIDERING DUCT LEAKAGE. PROVIDE ADDITIONAL DUCT SEALS AND ADJUST FANS TO COMPENSATE FOR DUCT LEAKAGE. PERFORM ALL TESTS NECESSARY 6. SUBMITTALS THAT ARE NOT COMPLETE, NOT PERMANENT OR NOT PROPERLY CHECKED BY CONTRACTOR WILL BE RETURN WITHOUT REVIEW. IF PROJECT SITE CONTAINS MULTIPLE BUILDINGS, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ESTABLISH AND CONFIRM CAPACITY, QUALITY, AND COMPLETED STATUS OR WORK. INDIVIDUALLY PER DISCIPLINE. 3. UPON COMPLETION OF ALL TESTING AND BALANCING, AND PRIOR TO FINAL ACCEPTANCE. SUBMIT THREE (3) COPIES OF THE FINAL TEST AND BALANCE REPORT TO THE ENGINEER FOR APPROVAL. 7. DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR COMPLIANCE WITH DESIGN DRAWINGS AND SPECIFICATIONS. DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE. IT IS THE 4. AIR SYSTEM BALANCING SHALL BE ACCOMPLISHED IN A MANNER TO FIRST REDUCE THROTTLING LOSSES, THEN FAN SPEED SHALL BE ADJUSTED TO MEET DESIGN FLOW CONDITIONS, EXCEPT THAT DAMPER THROTTLING MAY BE USED FOR RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. BALANCING FAN MOTORS OF 1 HORSEPOWER OR LESS, OR IF DAMPER THROTTLING RESULTS IN NO GREATER THAN 1/3 HORSEPOWER DRAW ABOVE THAT REQUIRED IF THE FAN SPEED WERE ADJUSTED. 5. SPECIFIC TESTS INCLUDE (BUT ARE NOT LIMITED TO): SHEET TITLE WARRANTIES AND MAINTENANCE: TEST & ADJUST SUPPLY FAN RPM TO DESIGN REQUIREMENTS. 1. CONTRACTOR SHALL WARRANTY ALL MECHANICAL SYSTEMS, EQUIPMENT, PARTS AND LABOR FOR A PERIOD OF ONE (1) YEAR. WARRANTY PERIOD SHALL NOT START UNTIL PROJECT IS COMPLETED AND CONTRACTOR HAD RECEIVED TEST & RECORD MOTOR LOAD AMPERES. DO NOT EXCEED NAMEPLATE RATING. MECHANICAL CERTIFICATED OF COMPLETION. ALL REPAIRERS MADE DURING THE WARRANTY PERIOD SHALL BE GUARANTEE FOR AN ADDITIONAL YEAR FROM THE TIME THE REPAIR IS COMPLETED. TEST & RECORD SYSTEM STATIC PRESSURES. 2. DEFECTS OF ANY KIND (DUE TO FAULTY WORK OR MATERIALS) DURING THE WARRANTY PERIOD SHALL BE IMMEDIATELY REPAIRED AT CONTRACTOR OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. TEST & RECORD INDOOR COIL ENTERING & LEAVING AIR CONDITIONS. LEGEND SUCH REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS. TEST & RECORD INDOOR COIL LEAVING AIR CONDITIONS. 3. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING, ITS COMPONENTS, OTHER EQUIPMENT OR ANY PROCESS CAUSED BY DEFECTS OR IMPROPER INSTALLATIONS OF ITS EQUIPMENT. TEST & ADJUST EACH AIR DISTRIBUTION DEVICE TO PROVIDE AIRFLOW WITHIN 10% OF DESIGN, 4. EQUIPMENT PROVIDED IN THE PROJECT SHALL BE COVERED BY THE MANUFACTURER'S WARRANTY FOR THE DURATION OF THAT WARRANTY. TEST & VERIFY OPERATION OF ALL ELECTRIC HEATERS, 5. ALL EQUIPMENT AND FIXTURES SHALL BE TESTED, ADJUSTED, LUBRICATED, CLEANED, STARTED (IF APPLICABLE) AND PROVEN TO BE IN GOOD OPERATING CONDITION BY THE CONTRACTOR PRIOR TO AT FINAL ACCEPTANCE. 6. PROVIDE COPIES OF ALL MANUFACTURER'S WARRANTIES AND CONTRACTOR WARRANTIES TO THE OWNER AT FINAL ACCEPTANCE. OPERATING AND MAINTENANCE (O&M) MANUALS: SHEET NO. 1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE MANUALS TO THE OWNER IN ACCORDANCE TO FLORIDA BUILDING CODE - ENERGY CONSERVATION ON ALL NEW EQUIPMENT. SYSTEM IDENTIFICATION: 2. ORGANIZE OPERATING AND MAINTENANCE DATA INTO MANAGEABLE SIZE. 1. PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF EQUIPMENT AND EACH OPERATION DEVICE AND DISCONNECT. LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER 3. ALL DATA SHALL BE BINDED PROPERLY AND INDEXED. PROVIDE HEAVY DUTY 2" BINDER - 3 RING VINYL COVERED BINDERS WITH POCKET FOLDERS. ALL BINDERS SHALL BE PROPERLY IDENTIFIED ON FRONT AND SPINE. AT MINIMUM mool PERMANENTLY SECURED TO EQUIPMENT. LETTERING SHALL BE MINIMUM 1/2-INCH HIGH FOR EQUIPMENT NAME AND 5/8-INCH HIGH FOR EQUIPMENT INFORMATION. INCLUDE THE FOLLOWING INFORMATION. 2. VALVES SHALL BE TAGGED USING PLASTIC LAMINATE TAGS SECURED WITH BRASS CHAINS INDICATING THE VALVE SIZE, SERVICE AND FUNCTION. 1 2 3 4 GENERAL NOTES i ' s - — — - - 1. EXISTING SYSTEMS SHOWN HEREIN WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND I MAY NOT REFLECT EXACT FIELD CONDITIONS. _ THEREFORE, THE ENGINEER CAN NOT 106 WEST NORTH BAY STREET 1 TAMPA, FL 33603 GUARANTEE THE ACCURACY OF SAME, NOR THAT www.cjaegroup.com ALL SYSTEMS AND/OR SYSTEMS COMPONENTS ARE SHOWN. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BID AND INFORM THE ENGINEER OF ANY MAJOR DISCREPANCY THAT IT WILL REQUIRE RELOCATING EXISTING PIPING, CONDUIT, EQUIPMENT, ETC. TO ALLOW - INSTALLATION OF NEW WORK AND COULD POTENTIALLY AFFECT THE COST. 04 2. REFER TO INFECTION CONTROL RISK ' P ASSESSMENT IN PROJECT MANUAL FOR REQUIRED PREVENTIVE MEASURES TO BE TAKEN Em'mG IN EER ING - FOR EACH AREA. 3. DUE TO THE CEILING SPACE LIMITATIONS, IT IS MECHANICAL • ELECTRICAL PLUMBING IMPERATIVE THAT ALL DUCTWORK, PIPING, i LIGHTING AND EQUIPMENT INSTALLATION TO BE 800 HIGHLAND AVE. STE 102 60x21 COORDINATED AMONG ALL TRADES PRIOR TO THE ORLANDO, FL 32803 22x10 INSTALLATION OF ANY UTILITIES. PIPING RISERS CA LIC. NO.: $1963 36x12 36x12 - - AND DROPS ARE SHOWN, CONTRACTOR TO PHONE: (407) 250.8485 PROVIDE AT NO ADDITIONAL COST TO THE OWNER WWW.DCL-ENG.COM ALL DUCT OFFSETS, BENDS AND TRANSITIONS REQUIRED FOR A COMPLETE FUNCTIONAL \ SYSTEM. 4. ROUTE ALL DUCTWORK IN ABOVE CEILING. HOLD DUCTWORK TIGHT TO STRUCTURE. FOR CLARITY, NOT ALL THE DUCTWORK RISERS AND DROPS ARE - - SHOWN. 6 I I I _-� 18x1$ cU IN 5. FOR CLARITY, NOT ALL THE DUCTWORK AND R 6. CONTRACTOR TO COORDINATE WITH ALL TRADES TO ENSURE A MINIMUM CLEARANCE OF 36" IS 2 RH PROVIDED FOR ALL AIR TERMINAL DEVICES. SPACE SHALL BE MAINTAINED FROM THE TOP OF AIR TERMINAL DEVICE TO THE TOP OF THE CEILING. � 18x12 7, INSTALL DUCTWORK RUN -OUT TO ALL SUPPLY, RETURN AND EXHAUST DIFFUSERS/GRILLES WITH - _ - - AMINIMUM OF 2 ELBOWS 6 FT OF FLEXIBLE DUCT.\ T FD --� T - - 476 100 x 8. -, AFTER DEMOLITION, CAP REMAINING OPEN ENDED DUCTS/PIPING AS REQUIRED. t� 2 / 1 9. SOME WORK MAY BE REQUIRED TO BE PERFORMED AFTER HOURS OR ON WEEKENDS. COORDINATE ALL SYSTEM SHUTDOWNS WITH STAMPS AND APPROVALS CD OWNER IN WRITING. 35 14x1.0 10. CONTRACTOR TO CAP OR SHUT DOWN ALL SUPPLY, RETURN AND EXHAUST AIR DUCTWORK AND DIFFUSERS SERVING AREAS UNDER cJ I F -- CONSTRUCTION TO HELP MAINTAIN NEGATIVE a PRESSURE. Q 11. PROVIDE VISUAL AIRFLOW INDICATORS AT EACH CONSTRUCTION ENTRANCE TO THE WORK ZONE. SCRUBBER SHALL BE 99.97% HEPA AND ALL REQUIREMENTS SHALL BE COORDINATED WITH INFECTION CONTROL RISK ASSESSMENT MEASURES IN PROJECT MANUAL. CONNECT A TEMPORARY RETURN DUCT AS SHOWN AND BALANCE AS NECESSARY TO MAINTAIN A MINIMUMlE� C�c CD NEGATIVE 0.01" IN THE CONSTRUCTION AREA AT "'--"' 10 �� 10 IL CD `� ALL TIMES, REMAINING AIRFLOW SHALL BE RECIRCULATED TO THE CONSTRUCTION ZONE. .«.•' 3« -�'�" 35® AIR SCRUBBER SHALL OPERATE CONTINUOUSLY _ * DURING CONSTRUCTION. ' CC3 ,• tl _-- 12. ALL NEW DUCTWORK SHALL MATCH EXISTING. •:ct q Ip •• •�, 20 - VERIFY EXISTING DUCTWORK CONSTRUCTION �F,S'S'''«•.,«•'«'*���;. - AND THICKNESS. DUCTWORK SHALL BE'H� �CNAL EN �- nrionlimn� CONSTRUCTED TO WITHSTAND PRESSURES IN THE SYSTEM BUT NOT LESS THAN 2"WG FOR 6x20 I SUPPLY DOWNSTREAM OF AIR TERMINALS, 3"WG 6� `` - i - UPSTREAM OF THE AIR TERMINAL DEVICES AND -3"WG FOR RETURN SYSTEMS, I 1 13. HATCHED AREAS ARE NOT UNDER THE SCOPE OF THIS PROJECT. ALL EXISTING AIR HANDLING "-On FD _ UNITS, DUCTWORK, DIFFUSERS, GRILLES, PIPING, _ � _ ETC., IN THE HATCHED AREAS ARE EXISTING TO THAT THIS PLAN, SPECIFICATION WAS FD REMAIN. I HEREBY CERTIFY OR REPORT r— PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A t 14, AT CONCLUSION OF PROJECT, SUBMIT DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS r _� .— COMPLETE T & B REPORT. COMPLY WITH THE APPLICABLE BUILDING CODES. 75 CD DANIEL CESAR, PE; LICENSE NO: 68670 EA 85 ' KEYED NOTES 20x10 PROVIDE TEMPORARY HEPA FILTERS (99.7% 80 _ HEPA) AIR SCRUBBER FOR CONSTRUCTION Cf� PHASE. HEPA AIR SCRUBBERS SHALL BE EQUAL - 280 � TO HEPA AIRE MODEL PRETADOR PAS 2400 HC WITH VARIABLE AIRFLOW OF 700 TO 2,100 CFM AND IT SHALL BE CONNECTED TO EMERGENCY i POWER. COORDINATE ALL REQUIREMENTS — WITH INFECTION CONTROL RISK ASSESSMENT MEASURES IN PROJECT MANUAL. NUMBER OF 80 18x12 UNITS TO BE DETERMINED BY CONTRACTOR TO 280 ARCHIVE THE MINIMUM NEGATIVE PRESSURE REQUIRED. ROUTE TEMPORARY 12"0 FLEXIBLE DUCT FROM DISCHARGE OF HEPA UNIT TO CD CEILING OF CORRIDOR OUTSIDE DEMOLITION 280 CONSTRUCTION BARRIER. 2 DEMO EXISTING RETURN GRILLE AND RELOCATE TO OTHER SIDE OF THE CHASE. REFER TO NEW m- -mLa Ith Advell]: PLANS FOR ADDITIONAL DETAILS. mimmmmicU MECHANICAL FLOOR PLAN - DEMO Zephyrhills .SCALE: 114" =V-0" PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO, DATE DESCRIPTION A SHEET TITLE MECHANICAL FLOOR PLAN - DEMO SHEET NO. s_...sswrwv.l:uulua..uL 1. .L. l�{..v` �w..i:.�_. w.J� 1:. ... ue_.:...w.:luu.t�n::lum�. •4u.uu�es. .•. � _ _ ...W:YI:. iLW .L._..l �.:�1. _ I:. 1. I ..�LI.. I. .', t. ..._.. i_ ..J...IL. � l �..l '.:�I W W.l IL1.l _ d:'141. 119..-4![B�LLY!' W®1191111LLll1:'IAI.LI".Lk ,:imL"Yi .. l i i 11 S .-1 _ _ __ _ _ _.dYla.'w - _ l . I i..l• - _ L . 26 l __ -. .. . _. _ _ ___. _:_`. ... _.. _ :-._.- __. �._ -..� _ -._.. .. :yam__.. ..-i. y..-- I 1.. I-l-NI..-I e.JW�..:uii�LL:s.41� _lil _ -��.l w. _1.-.:L11L LW1�l..�:�..Wi �S�.L C W. �' �IYI'Y--1lMl•11 I 3 I C F I c I n IAIQI 11 ATInAI IAnVf-T NOTES: 1. PULL FLEXIBLE DUCT INNER LINER OVER RIGID DUCT WITH MINIMUM 4" OVERLAP. SEAL FLEXIBLE DUCT INNER LINING TO RIGID DUCT WITH MASTIC ON THE INSIDE OF THE LINER. 2. SECURE LINER WITH STAINLESS STEEL DRAW BAND. 3. SECURE FLEXIBLE DUCT INSULATION AND OUTER JACKET WITH STAINLESS STEEL DRAW BAND. 4. PULL RIGID DUCT INSULATION AND BUTT JOINT TO TERMINATION OF FLEXIBLE DUCT. APPLY 3" WIDE TAPE SIMILAR TO FSK TAPE TO CREATE VAPOR BARRIER SEAM. TAPE SHALL BE COMPATIBLE WITH FLEXIBLE DUCT INSULATION JACKET AND RIGID DUCT INSULATION JACKET, APPLY MASTIC OVER TAPE FOR DURABILITY. 3 FLEXIBLE DUCT CONNECTOR TO INSULATED RIGID DUCT SCALE: 12" = V-0" NOTES: MIN. 1" WIDE BAND CLAMP AT ELBOW FLEXIBLE DUCT pRAWBAND (1) (3) DRAWBAND (2) DIFFUSER WITH ROUND INLET CONNECTION CEILING FIRE DAMPER. INSTALLED PER MANUFACTURER RECOMMENDATIONS (UL 555) CEILING 1. PULL FLEXIBLE DUCT'S INNER LINER OVER DIFFUSER COLLAR AND SECURE WITH DRAW BAND. 2. SECURE FLEXIBLE DUCT INSULATION AND OUTER JACKET WITH DRAW BAND. 3. MAINTAIN MIN. 1.5 RADIUS ELBOW 4 DIFFUSER/GRILLE CONNECTOR SCALE: 12" = V-0" IMAGING EQUIPMENT NOTES THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE IMAGING EQUIPMENT VENDOR PLANS AND/OR DETAILS, AND THEY ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL KNOWLEDGE OF THE WORK ASSOCIATED WITH THE INSTALLATION OF THE IMAGING EQUIPMENT. IT IS NOT INTENDED TO INDICATE ALL WIRING, CONNECTIONS, J-BOXES, SWITCHES, ETC, OR ANCILLARY COMPONENTS REQUIRED FOR INSTALLATION. ALL EQUIPMENT SHALL BE INSTALLED PER THE OWNER APPROVED MANUFACTURER'S INSTALLATION DRAWINGS. INSTALLATION SHALL BE COORDINATED IN FIELD WITH IMAGING EQUIPMENT MANUFACTURER. IT IS THE INTENTION OF THESE DRAWINGS THAT ALL WORK (LABOR, MATERIALS, ETC.) REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM SHALL BE PROVIDED. EQUIPMENT MANUFACTURER SHALL SUPPLY FIXED LENGTH CABLES, WHEREBY ALL MEASUREMENTS SHALL BE DETERMINED FROM ELECTRICAL TROUGH RUNS INDICATED ON THE DRAWINGS. ANY CHANGES TO EQUIPMENT PLACEMENT OR TROUGH ROUTINGS AT JOB SITE WILL CAUSE THE DELIVERY OF INACCURATE AND ERRONEOUS CABLE LENGTHS. THIS MAY RESULT IN ADDITIONAL COST FOR REPLACEMENT CABLES AND DELAY EQUIPMENT INSTALLATION. COORDINATE PLACEMENT OF ALL EQUIPMENT WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. ALL RADIOLOGY EQUIPMENT SHALL BE TESTED AND RECORDED FOR CHASSIS LEAKAGE IN ACCORDANCE WITH NFPA 99, SECTION 8-4.1.3.4. PROVIDE A WRITTEN REPORT, SIGNED, SEALED AND DATED BY THE PERSON SUPERVISING THE TEST FOR EACH PIECE OF EQUIPMENT TABULATION PERMITTED AND RECOMMENDED. r MECHANICAL FLOOR PLAN - NEW SCALE: 1/4" = V-0" AIR DISTRIBUTION DEVICE SCHEDULE SYMBOL TYPE AIRFLOW SIZE DUCT COLOR REMARKS (CFM) (1N x IN) CONNECTION SIZE 0 - 50 12 x 12 SUPPLY DIFFUSERS SHALL BE EQUAL TO PRICE AMD SUPPLY WITH18x18 DIMENSION "A" SIZE FOR UNIFORM APPEARANCE 51 - 240 24 x 24 MAX.NECK VELOCITY 700 FPM SUPPLY CEILING SEE PLAN WHITE MAX. NC = 30 241 - 325 24 x 24 CD GRILLE 24x24 MODULAR FOR DUCT CONNECTION MAX. PRESSURE DROP 0.10" CEILING LAY -IN OR SURFACE MOUNT CFM SIZE USED FOR GENERAL PURPOSE 330 - 480 24 x 24 485 - 740 24 x 24 0 - 50 12 x 12 RETURN/EXHAUST GRILLES SHALL BE EQUAL TO PRICE 630 L-STYLE WITH 10x10 RETURN/EXHAUST AIR DUCT CONNECTION SIZE 51 - 240 24 x 24 MAX. NECK VELOCITY 450 FPM RG SEE PLAN MAX. NC = 20 MAX. PRESSURE DROP 0.10"WHITE CFM RETURN 241 - 325 24 x 24 FOR DUCT CEILING LAY -IN OR SURFACE MOUNT GRILLE CONNECTION USED FOR GENERAL PURPOSE EA 330 - 480 24 x 24 PROVIDE 22x22 GRILLE PLENUM BOXES FOR ALL 24x24 RETURN/EXHAUST CFM GRILLES WITH AIRFLOW GREATER THAN 400 CFM. 485 - 98fl 24 x 24 LOW EXHAUST 30 x 10 EXHAUST GRILLES SHALL BE EQUAL TO PRICE 630 L-STYLE WITH 450 DEFLECTION OR SEE PLAN 3/4" BLADE SPACING 24 x 12 RETURN AIR LOW RETURN 360-720 FOR DUCT' WHITE MAX. NECK VELOCITY 400 FPM MAX. NC = 20 GRILLE CONNECTION MAX. PRESSURE DROP 0.10" EA 20 x 14 CEILING LAY -IN OR SURFACE MOUNT CFM USED FOR GENERAL PURPOSE 18 x 16 GRILLES WITH AIRFLOW GREATER THAN 360 CFM. NOTES: 1. TRANSITION DUCTWORK AS REQUIRED TO GRILLE CONNECTION SIZE INDICATED. 2. DIFFUSERS/GRILLES/REGISTERS SHALL BE ALUMINUM. 3. PROVIDE INTEGRAL VOLUME DAMPER. 4. PROVIDE FLEXIBLE DUCT CONNECTIONS TO ALL AIR DISTRIBUTION DEVICES IN LAY -IN CEILINGS. EXPOSED AIR DISTRIBUTION DEVICES SHALL HAVE HARD DUCT CONNECTIONS. GENERAL NOTES 1. EXISTING SYSTEMS SHOWN HEREIN WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND MAY NOT REFLECT EXACT FIELD CONDITIONS. THEREFORE, THE ENGINEER CAN NOT GUARANTEE THE ACCURACY OF SAME, NOR THAT ALL SYSTEMS AND/OR SYSTEMS COMPONENTS ARE SHOWN. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BID AND INFORM THE ENGINEER OF ANY MAJOR DISCREPANCY THAT IT WILL REQUIRE RELOCATING EXISTING PIPING, CONDUIT, EQUIPMENT, ETC. TO ALLOW INSTALLATION OF NEW WORK AND COULD POTENTIALLY AFFECT THE COST. 2. REFER TO INFECTION CONTROL RISK ASSESSMENT IN PROJECT MANUAL FOR REQUIRED PREVENTIVE MEASURES TO BE TAKEN FOR EACH AREA, 3. DUE TO THE CEILING SPACE LIMITATIONS, IT IS IMPERATIVE THAT ALL DUCTWORK, PIPING, LIGHTING AND EQUIPMENT INSTALLATION TO BE COORDINATED AMONG ALL TRADES PRIOR TO THE INSTALLATION OF ANY UTILITIES. PIPING RISERS AND DROPS ARE SHOWN. CONTRACTOR TO PROVIDE AT NO ADDITIONAL COST TO THE OWNER ALL DUCT OFFSETS, BENDS AND TRANSITIONS REQUIRED FOR A COMPLETE FUNCTIONAL SYSTEM. 4. ROUTE ALL DUCTWORK IN ABOVE CEILING. HOLD DUCTWORK TIGHT TO STRUCTURE. FOR CLARITY, NOT ALL THE DUCTWORK RISERS AND DROPS ARE SHOWN. 5. FOR CLARITY, NOT ALL THE DUCTWORK AND 6. CONTRACTOR TO COORDINATE WITH ALL TRADES TO ENSURE A MINIMUM CLEARANCE OF 36" IS PROVIDED FOR ALL AIR TERMINAL DEVICES. SPACE SHALL BE MAINTAINED FROM THE TOP OF AIR TERMINAL DEVICE TO THE TOP OF THE CEILING, 7. INSTALL DUCTWORK RUN -OUT TO ALL SUPPLY, RETURN AND EXHAUST DIFFUSERS/GRILLES WITH A MINIMUM OF 2 ELBOWS 6 FT OF FLEXIBLE DUCTA 8. AFTER DEMOLITION, CAP REMAINING OPEN ENDED DUCTS/PIPING AS REQUIRED. 9. SOME WORK MAY BE REQUIRED TO BE PERFORMED AFTER HOURS OR ON WEEKENDS. COORDINATE ALL SYSTEM SHUTDOWNS WITH OWNER IN WRITING, 10. CONTRACTOR TO CAP OR SHUT DOWN ALL SUPPLY, RETURN AND EXHAUST AIR DUCTWORK AND DIFFUSERS SERVING AREAS UNDER CONSTRUCTION TO HELP MAINTAIN NEGATIVE PRESSURE. 11. PROVIDE VISUAL AIRFLOW INDICATORS AT EACH CONSTRUCTION ENTRANCE TO THE WORK ZONE. SCRUBBER SHALL BE 99.97% HEPA AND ALL REQUIREMENTS SHALL BE COORDINATED WITH INFECTION CONTROL RISK ASSESSMENT MEASURES IN PROJECT MANUAL. CONNECT A TEMPORARY RETURN DUCT AS SHOWN AND BALANCE AS NECESSARY TO MAINTAIN A MINIMUM NEGATIVE 0.01" IN THE CONSTRUCTION AREA AT ALL TIMES. REMAINING AIRFLOW SHALL BE RECIRCULATED TO THE CONSTRUCTION ZONE. AIR SCRUBBER SHALL OPERATE CONTINUOUSLY DURING CONSTRUCTION, 12. ALL NEW DUCTWORK SHALL MATCH EXISTING. VERIFY EXISTING DUCTWORK CONSTRUCTION AND THICKNESS, DUCTWORK SHALL BE CONSTRUCTED TO WITHSTAND PRESSURES IN THE SYSTEM BUT NOT LESS THAN 2"WG FOR SUPPLY DOWNSTREAM OF AIR TERMINALS, 3"WG UPSTREAM OF THE AIR TERMINAL DEVICES AND -3"WG FOR RETURN SYSTEMS. FIELD VERIFY EXISTING DUCTWORK SIZES. NEW DUCTWORK AND FLEX DUCT TO MATCH EXISTING. 13, HATCHED AREAS ARE NOT UNDER THE SCOPE OF THIS PROJECT. ALL EXISTING AIR HANDLING UNITS, DUCTWORK, DIFFUSERS, GRILLES, PIPING, ETC., IN THE HATCHED AREAS ARE EXISTING TO REMAIN. 14. AT CONCLUSION OF PROJECT, SUBMIT A COMPLETE T & B REPORT. KEYED NOTES 1 RELOCATE LOW RETURN GRILLE TO PLAN EAST SIDE OF THE CHASE TO ALLOW IMAGING EQUIPMENT INSTALLATION. 2 REBALANCE TO AIRFLOW IN DARK OR PREVIOUS RECORDED VALUES. MARK LOCATION SERVICE -AIRFLOW DATA FILTERS COOLING COIL WATER SIDE REMARKS SUPPLY AIR OUTDOOR AIR PRE -FILTER FINAL CAPACITY AIR SIDE 1 RTU __..... .__^-___. ___._..-.__.. ._.____._._.__ _^_� - WATER MAX EWT LWT BASIS OF DESIGN: TYPE TYPE TOTAL SENSIBLE EAT j' LAT - FLOW PD. (°F) (°F) TRANE (CFM) (CFM) ( } _._-1-- T_--a-- (GPM) (FT WC) (MBH) (MBH) DB °F �WB (OF)' DB ff) WB (OF) AHU RADIOLOGY / V-BANK FLAT __....� � 2 PENTHOUSE CATH LABS 2 & 3 27,346 13;085 211 THROWAWAY CARTRIDGE 1,575,130 77.1 68.7 50. 49.8 236.9 - 40.3 53.6 MCCA066EAB050A00 REHEAT I I I MARK TYPE MAX - MIN MAX. MAX. MIN. COIL HEATING COIL NOTES RH RH-1 X-RAY 6 AIRFLOW (CFM) 525 _ AIRFLOW (CFM) N/A AIR PD ("WG) 0.5._ ._. WATER PD (" H20) 5.0__.,. SIZE (IN.) _12x10._.__ _____ - REHEAT CAP. EAT EWT LWT AIRFLOW T650 14.8 155.0 180.0 160.01 BASIS OF DESIGN: EXHAUST FAN (EXISTINPI_ MARK # -EF-20 SERVES - RADIOLOGY CFM �1,950 ESP W.G.) 0.75 QTY. 1 TYPE _DOWNBLASTJ DRIVE BELT CONTROL CONST. MOUNTING ROOF ELECTRICAL HP VOLT PH tO 120 1 NOTES BASIS OF DESIGN: GREENHECK GB-180-5-X 106 WEST NORTH BAY STREET I TAMPA, FL 33603 www.cjaegroup.com MECHANICAL -ELECTRICAL -PLUMBING 800 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 CA LIC. NO.: 31963 PHONE: (407) 250-6485 WWW.DCL-ENG.COM STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. DANIEL CESAR, PE; LICENSE NO: 68670 PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO• I DATE I DESCRIPTION SHEET TITLE MECHANICAL FLOOR PLAN - NEW SHEET NO. M301 PIPING SYSTEM LABELS WATER WASTE OR STORM DCW DOMESTIC COLD WATER -SAN- WASTE OR SOIL DHW DOMESTIC HOT WATER SD SUBSOIL DRAIN DHR DOMESTIC HOT WATER RETURN S STORM CSW COLD SOFT WATER OD- OVERFLOW DRAIN HT HEAT TRACE HOT WATER FM FORCE MAIN NPW NON -POTABLE WATER -CWW CLEARWATER WASTE DI DEIONIZED WATER IW INDIRECT WASTE RO- REVERSE OSMOSIS WATER -GIN GREASE WASTE PW PURE WATER CRW CORROSION RESISTANT PCW PROCESS COLD WATER WASTE PHW PROCESS HOT WATER - - - - - UNDERFLOOR WASTE OR SOIL, SUBSOIL, STORM & PHR PROCESS HOT WATER RETURN FORCE MAIN LCW LAB COLD WATER LHW LAB HOT WATER LHR LAB HOT WATER RETURN VENT TF TRAP FILLER LINE - - -V- - - VENT TW TEMPERED WATER - -CWV- - CLEARWATER VENT C 0 ■ 0 -CRV- - CORROSION RESISTANT VENT ABBREVIATIONS AFF ABOVE FINISHED FLOOR ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS CO CLEAN OUT CW COLD WATER (POTABLE) ETR EXISTING TO REMAIN ETD EXISTING TO DEMO FCO FLUSH CLEAN OUT FPM FEET PER MINUTE FPS FEET PER SECOND HB HOSE BIBB HW HOT WATER ID INSIDE DIAMETER IN INCHES MAX MAXIMUM MH MANHOLE MIN MINIMUM N/A NOT APPLICABLE NTS NOT TO SCALE SQ.FT SQUARE FOOT (FEET) SS STAINLESS STEEL TAB TESTING, ADJUSTING, BALANCE UL UNDERWRITERS LABORATORY VTR VENT THRU ROOF WCO WALL CLEAN OUT YCO YARD CLEAN OUT PLUMBING SYMBOLS AND ABBREVIATIONS PIPING SYMBOLS VALVE & GENERAL SYMBOLS DRAWING SYMBOLS DRAINS AND CLEANOUTS SINGLE DOUBLE SINGLE DOUBLE GATE EXISTING PIPING TO REMAIN X }-- VALVE ® ® FLOOR DRAIN/FLOOR SINK 106 WEST NORTH BAY STREET 1 TAMPA, FL 33603 ELBOW DOWN - CIRCUIT SETTER OR 2 DETAIL NUMBER www.cjaegroup.com EXISTING -ill- GLOBE VALVE BALANCING VALVE ( ROOF DRAIN � H4 DRAWING NUMBER O ELBOW UP -� LINE CONTINUATION BREAK CHECK VALVE PLUG VALVE WHERE DRAWN 0 HUB DRAIN PRESSURE REDUCING WYE STRAINER WITH VALVE (PRV) -►-- FLOW DIRECTION row DRAIN VALVE SECTION LETTER I BOTTOM CONNECTION WATER LEVEL CONTROLLER A (}--) FIXTURE WASTE TRAP .l t (45° OR 90°) um FLEXIBLE CONNECTION H7 v � � FLOW METER DRAWING NUMBER 0�� CLEANOUT N/A CONNECTION POINT ANGLE GLOBE VALVE WHERE SHOWN -_ Lm TOP CONNECTION h --���- BUTTERFLY VALVE xT__4 DRAIN FCO 13 Q FLOOR CLEANOUT -- (45° OR 90°) OR ECCENTRIC REDUCER SHUTOFF VALVE -��-- BALL VALVE P NDIIIPMENT CATED) {PUMP ENGIN t E R I N GO' --► D 45° PIPE RISE(R) /DROP(D) - THERMOMETER -- CONCENTRIC REDUCER CONTROL VALVE MECHANICAL •ELECTRICAL -PLUMBING TEE (REFER TO (fi�--�J PRESSURE GAUGE REVISION REFERENCE _ SPECIFICATION FOR SIDE, --- PRESSURE REGULATING `' L 1 800 HIGHLAND AVE. STE 102 TOP OR BOTTOM TEE) VALVE VACUUM BREAKER GENERAL OR SPECIAL ORLANDO, FL 32803 PRESSURE SAFETY NOTES REFERENCE CA LIC. NO.: 31963 VALVE PHONE: (407) 250-8485 WWW.DCL-ENG.COM PLUMBING SPECIFICATIONS APPLICABLE CODES AND STANDARDS: 1. FLORIDA BUILDING CODE 7TH EDITION (2020) - BUILDING, MECHANICAL, PLUMBING AND ENERGY CONSERVATION 2. NFPA-1 UNIFORM FIRE CODE (2015) 3. NFPA-70 NATIONAL ELECTRICAL CODE (2017) 4. NFPA-72 NATIONAL FIRE ALARM CODE (2016) 5. NFPA-99 HEALTH CARE FACILITIES CODE (2015) 6. NFPA-101 LIFE SAFETY CODE (2018) 7. LATEST EDITION OF ALL OTHER NFPA ARTICLES NOT LISTED, AS ADOPTED BY THE STATE FIRE MARSHAL 8. UNDERWRITERS LABORATORIES, INC. PUBLICATIONS 9. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 10. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 11. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 12. NATIONAL ELECTRICAL SAFETY CODE 13. REQUIREMENTS OF LOCAL POWER CORPORATION 14. ADA STANDARDS FOR ACCESSIBLE DESIGN (2010) 15. AMERICAN SOCIETY FOR TESTING AND MATERIAL (ASTM) 16. THE OCCUPATION SAFETY AND HEALTH ACT (OSHA) 17. FLORIDA ADMINISTRATIVE CODE 69A3.012 18. THE FACILITY GUIDELINES INSTITUTE - GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES (FGI - 2018) 19. ASTM LATEST STANDARDS. GENERAL: 1, CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AN INSTALLATION OF A COMPLETE SERVICEABLE MECHANICAL SYSTEM AS OUTLINED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE SYSTEMS, EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE INSTALLED, FINISHED AND ADJUSTED FOR CONTINUOUS AND PROPER OPERATION. 2. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, LOCAL CODES, LOCAL ORDINANCES, AMENDMENTS AND MANUFACTURER RECOMMENDATIONS. 3. ALL MATERIALS SHALL BE NEW (UNLESS OTHERWISE INDICATED) ANY DAMAGE EQUIPMENT SHALL BE REPLACE AT NOT COST TO THE OWNER. ALL EQUIPMENT SHALL BE STORED IN A SAFE, DRY PLACE IN THE MANUFACTUREROS ORIGINAL PACKAGING UNTIL READY FOR USE. THE OWNER SHALL NOT BE RESPONSIBLE FOR PROVIDING ANY PART OF THE PROJECT, UNLESS SPECIFICALLY NOTED. 4. CONTRACTOR SHALL WARRANTY ALL MECHANICAL SYSTEMS, EQUIPMENT, PARTS AND LABOR FOR A PERIOD OF ONE (1) YEAR. ONE YEAR PERIOD SHALL NOT START UNTIL PROJECT IS COMPLETED AND CONTRACTOR HAD RECEIVED CERTIFICATED OF COMPLETION. ALL EQUIPMENT AND WORK (LABOR + PARTS) SHALL BE FULLY GUARANTEED. ALL REPAIRED MADE DURING THE GUARANTEE SHALL BE GUARANTEE FOR AN ADDITIONAL YEAR FROM THE TIME THE REPAIR IS COMPLETED. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING, ITS COMPONENTS, OTHER EQUIPMENT OR ANY PROCESS, CAUSED BY DEFECTS OR IMPROPER INSTALLATIONS OF ITS EQUIPMENT. 5. ALL WORK ON THIS PROJECT SHALL BE COORDINATED WITH THE OWNER AND ALL OTHER TRADES PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. COORDINATE ALL WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL CONNECTIONS WITH ALL THE TRADES. CONTRACTOR SHALL NOTIFY THE ARCHITECT THE ARCHITECT IN WRITING OF ANY CONFLICTS, CODE OR SAFETY ISSUES THAT MAY EXIST PRIOR TO ANY FABRICATION OR ORDERING OF EQUIPMENT. RESOLUTION OF SUCH CONFLICTS WHICH ARE NOT REPORTED PRIOR TO CONSTRUCTION SHALL REMAIN RESPONSIBILITY OF THE CONTRACTOR AND CHANGE ORDER PROPOSALS FOR SUCH WORK WILL NOT BE ACCEPTED. 6. THESE DRAWINGS AND SPECIFICATIONS REPRESENT THE DESIGN INTENT BASED ON INFORMATION AVAILABLE AT THE TIME OF DESIGN. ANY SUBSTANTIAL MODIFICATIONS OR ALTERATIONS MADE DURING THE CONSTRUCTION PHASE SHALL BE REPORTED TO THE ENGINEER PRIOR TO WORK. MODIFICATIONS MADE WITHOUT THE ENGINEER'S WRITTEN APPROVAL SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR 7. CONTRACTOR TO FIELD ROUTE PIPING AS REQUIRED. FOR CLARITY, PIPING RISERS AND DROPS ARE NOT SHOWN, CONTRACTOR TO PROVIDE AT NO ADDITIONAL COST TO THE OWNER ALL PIPING OFFSETS, BENDS AND TRANSITIONS REQUIRED FOR COMPLETE FUNCTIONAL SYSTEM. PAINT ALL EXPOSED PIPING BLACK EXCEPT FOR GAS PIPING. 8. WALL, ROOF AND CEILING OPENINGS INDICATED ON DRAWINGS ARE NOMINAL DIMENSIONS ONLY, ADJUST OPENING AS REQUIRED. ALL PIPING AND/OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND FIRE RATED AS REQUIRED. CONTRACTOR TO PATCH ALL FLOOR PENETRATIONS. 9. HANG PIPING FROM STRUCTURE AS NECESSARY. COORDINATE WITH STRUCTURAL/ARCHITECT. PROVIDE SUPPORTING AS REQUIRED FOR INSTALLATION OF EQUIPMENT. 10. MECHANICAL PLANS ARE IN GENERAL DIAGRAMMATIC IN NATURE SHALL BE READ IN CONJUNCTION WITH THE ARCHITECTURAL, PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. INFORMATION GIVEN HEREIN AND ON DRAWINGS IS AS EXACT AS COULD BE SECURED BUT IS NOT GUARANTEED. DO NOT SCALE DRAWINGS FOR EXACT DIMENSIONS. 11. PROVIDE A MINIMUM OF T CLEARANCE IN FRONT OF ANY 120-240 VOLTS RATED PANELS AND DISCONNECTS AND 4' CLEARANCE IN FRONT OF ANY 480 VOLTS RATED PANELS OR DISCONNECTS, PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 12. PROVIDE A MINIMUM OF 10' CLEARANCE BETWEEN OUTSIDE AIR INTAKES AND ANY VENTS OR EXHAUST OPENINGS. COORDINATE NEW OPENING OR VENTS WITH EXISTING EQUIPMENT, INTAKES AND VENTS. PLUMBING GENERAL: 1. ALL PLUMBING SERVICES TERMINATE 5'-0" FROM THE BUILDING EXTERIOR WALLS. 2. NO LEAD OR ASBESTOS CONTAINING MATERIALS OF ANY KIND SHALL BE USED IN THE FABRICATION OF POTABLE WATER SUPPLY SYSTEMS. GALVANIZED STEEL PIPING SHALL NOT BE USED FOR POTABLE WATER SUPPLY PIPING. 3. INSTALL ALL WORK IN COMPLIANCE WITH ADA REQUIREMENTS. 4. PROVIDE "P" TRAPS WITH CLEANOUTS IN THE DRAINS OF ALL FIXTURES EXCEPT THOSE WITH INTERNAL TRAPS OR AS SPECIFICALLY NOTED ON PLANS. 5. PROVIDE FLOOR DRAINS WITH TRAP PRIMERS IN ALL PUBLIC BATHROOMS. 6. ALL PIPING SHALL BE CONCEALED IN WALLS, CHASES, CEILINGS, ETC. UNLESS SPECIFICALLY NOTED ON DRAWINGS. ANY PIPING OR ACCESSORIES THAT MUST BE EXPOSED SHALL HAVE A POLISHED CHROME FINISH. 7. INSTALL ALL VALVES AND CONTROLS IN ACCESSIBLE LOCATIONS, EXCEPT AS SPECIFICALLY NOTED ON PLANS OR PROHIBITED BY CODE. 8. ALL PIPE SIZES ARE CLEAR INSIDE DIMENSIONS, COORDINATE PIPING ROUTING, DIMENSION AND ELEVATION WITH ARCHITECT/OWNER. MAKE ALLOWANCES FOR BEAMS, PIPING AND OTHER OBSTRUCTIONS 9. PROVIDE MIN. 6x6 INCH PAINTED ALUMINUM ACCESS DOORS WITH FULL HINGE AND KEY, FOR ACCESS TO ALL VALVES, CONTROLS, AND ACCESSORIES CONCEALED IN PLASTER, TILE, DRYWALL, OR INACCESSIBLE CEILINGS, OR IN WALLS. GROUP DEVICES AT A SINGLE LOCATION, AS AVAILABLE. 10. COORDINATE THE ELECTRICAL CHARACTERISTICS OF ALL ELECTRICAL EQUIPMENT WITH THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 11. PIPING SHALL NOT PASS THROUGH 'WORK OF ANY KIND UNLESS APPROVED BY THE ENGINEER. 12. PIPING SHALL NOT BE RUN ABOVE ELECTRICAL PANELS, THROUGH ELECTRICAL ROOMS OR ANY OTHER WATER SENSITIVE AREAS, EXCEPT AS SPECIFICALLY NOTED ON PLANS. 13. INSULATE ALL PIPING FROM CONCRETE WITH INSULATION MATERIAL. INSULATION SHALL HAVE A FIRE/SMOKE RATING LESS THAN 25/50. 14. INSULATE ALL HOT WATER LINES IN ACCORDANCE WITH THE ENERGY EFFICIENCY CODE. 15. INSTALL METALLIC PIPING AS REQUIRED BY CODE IN THE FIRE RATE WALLS, 16. PROVIDE DIELECTRIC UNIONS FOR CONNECTION BETWEEN DISSIMILAR PIPES. 17. INSTALL ALL EXTERIOR HOSE BIBBS 20" AFF. 18. WATER SERVICE UNDERGROUND SHALL BE SEPARATED FROM SEWER LINES BY A MINIMUM OF 5 FEET OF UNDISTURBED OR COMPACTED EARTH. 19. REFER TO SITE PLANS FOR METERS AND SITE UTILITIES. 20. COLD AND HOT WATER SUPPLY PIPING TO EACH ROOM SHALL BE PROVIDED WITH SHUTOFF VALVES ABOVE CEILING TO ISOLATE ALL FIXTURES INSIDE THE ROOM WITHOUT INTERRUPTING MAIN SERVICE TO ALL OTHER AREAS/ROOMS. SHOP DRAWINGS AND SUBMITTALS: 1. SUBMIT SHOP DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT TO ENGINEER FOR APPROVAL PRIOR TO PURCHASING AND/OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER AND/OR CONTROL WIRING SHALL INCLUDE COMPLETE WIRING DIAGRAMS. 2. CONTRACTOR SHALL SUBMIT COMPLETE PLUMBING SHOP DRAWINGS FOR REVIEW BY THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COORDINATION WITH OTHER DISCIPLINES AND EXACT OPENINGS REQUIRED IN EXTERIOR WALLS AND ALL DEVICES WITH THEIR RESPECTIVE SERVICE CLEARANCES. 3. SPECIFICALLY MARK GENERAL CATALOG SHEETS AND DRAWINGS TO INDICATE SPECIFIC ITEMS SUBMITTED AND ITS CORRELATION TO SPECIFIC DESIGNATION FOR PRODUCT IN DRAWINGS. 4. SPECIFICALLY INDICATE PROPER IDENTIFICATION OF EQUIPMENT BY NAME AND/OR NUMBER, AS INDICATED IN SPECIFICATION AND SHOWN ON DRAWINGS. 5. WHEN MANUFACTURER'S REFERENCE NUMBERS ARE DIFFERENT FROM THOSE SPECIFIED, PROVIDE CORRECT CROSS-REFERENCE NUMBERS FOR EACH ITEM. CLEARLY MARK AND NOTE SUBMITTALS ACCORDINGLY. 6. SUBMITTALS THAT ARE NOT COMPLETE, NOT PERMANENT OR NOT PROPERLY CHECKED BY CONTRACTOR WILL BE RETURN WITHOUT REVIEW. IF PROJECT SITE CONTAINS MULTIPLE BUILDINGS, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDIVIDUALLY PER DISCIPLINE. 7. PLUMBING SHOP DRAWINGS WILL ONLY BE REVIEWED FOR COMPLIANCE WITH DESIGN DRAWINGS AND SPECIFICATIONS. DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. SANITARY WASTE & VENT PIPING: 1. ALL SANITARY WASTE PIPING SHALL MATCH EXISTING MATERIALS. 2. ALL SANITARY WASTE PIPING 3" TO 6" SHALL BE SLOPED AT NO LESS THAN 1/8" PER FOOT. ALL SANITARY WASTE 2 1/2" AND SMALLER SHALL BE SLOPED AT NO LESS THAN 1/4" PER FOOT 3. ALL SANITARY PIPING SHALL BE INSTALLED PER FBC AND APPROVED BY THE AUTHORITY HAVING JURISDICTION. 4. THE MINIMUM SANITARY WASTE & VENT PIPE SIZE SHALL BE 1 1/2". 5. VERIFY LOCATIONS AND INVERT ELEVATIONS OF ANY AND ALL EXISTING WASTE, VENT, AND STORM DRAIN PIPING PRIOR TO BEGINNING ANY WORK, IMAGING EQUIPMENT NOTES THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE IMAGING EQUIPMENT VENDOR PLANS AND/OR DETAILS; AND THEY ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL KNOWLEDGE OF THE WORK ASSOCIATED WITH THE INSTALLATION OF THE IMAGING EQUIPMENT. IT IS NOT INTENDED TO INDICATE ALL WIRING, CONNECTIONS, J-BOXES, SWITCHES, ETC, OR ANCILLARY COMPONENTS REQUIRED FOR INSTALLATION. ALL EQUIPMENT SHALL BE INSTALLED PER THE OWNER APPROVED MANUFACTURER'S INSTALLATION DRAWINGS. INSTALLATION SHALL BE COORDINATED IN FIELD WITH IMAGING EQUIPMENT MANUFACTURER. IT IS THE INTENTION OF THESE DRAWINGS THAT ALL WORK (LABOR, MATERIALS, ETC.) REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM SHALL BE PROVIDED. EQUIPMENT MANUFACTURER SHALL SUPPLY FIXED LENGTH CABLES, WHEREBY ALL MEASUREMENTS SHALL BE DETERMINED FROM ELECTRICAL TROUGH RUNS INDICATED ON THE DRAWINGS. ANY CHANGES TO EQUIPMENT PLACEMENT OR TROUGH ROUTINGS AT JOB SITE WILL CAUSE THE DELIVERY OF INACCURATE AND ERRONEOUS CABLE LENGTHS. THIS MAY RESULT IN ADDITIONAL COST FOR REPLACEMENT CABLES AND DELAY EQUIPMENT INSTALLATION. COORDINATE PLACEMENT OF ALL EQUIPMENT WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. ALL RADIOLOGY EQUIPMENT SHALL BE TESTED AND RECORDED FOR CHASSIS LEAKAGE IN ACCORDANCE WITH NFPA 99, SECTION 8-4.1.3.4. PROVIDE A WRITTEN REPORT, SIGNED, SEALED AND DATED BY THE PERSON SUPERVISING THE TEST FOR EACH PIECE OF EQUIPMENT TABULATION PERMITTED AND RECOMMENDED. DOMESTIC WATER PIPING: 1. ALL DOMESTIC WATER PIPING SHALL MATCH EXISTING. 2. ALL DOMESTIC WATER PIPING ABOVE GROUND SHALL BE TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS AND LEAD FREE SOLDER JOINTS. 3. ALL NEW WATER SUPPLY PIPING SHALL BE RUN OVERHEAD (DO NOT RUN WATER SUPPLY PIPING BELOW CONCRETE FLOOR SLABS) UNLESS SPECIFICALLY STATED ON PLANS OR AS ABSOLUTELY NECESSARY TO MATCH AN EXISTING INSTALLATION. 4. THE MINIMUM DOMESTIC WATER PIPE SIZE SHALL BE1/2". 5. ALL HOT WATER SUPPLY AND HOT WATER RECIRCULATING LOOP PIPING SHALL BE INSULATED WITH 1" THICK, MIN. R-6, CLOSED CELL FOAM INSULATION (ARMAFLEX OR EQUIVALENT). 6. ALL NEW DOMESTIC WATER PIPING SHALL BE DISINFECTED BY INTRODUCING A SOLUTION OF CALCIUM HYPOCHLORITE OF 50 PARTS PER MILLION OF CHLORIDE AND AS PER AWWA STANDARDS. VENTS: 1. VENT PIPING SHALL BE DWV PVC, SCHEDULE 40. 2. ALL TRAPS OR TRAPPED FIXTURES SHALL BE PROVIDED WITH AN INDIVIDUAL VENT UNLESS OTHERWISE NOTED. 3. CONNECT ALL VENT PIPING SHOWN TO EXISTING BUILDING MAIN VENT IN LOCATION INDICATED ON PLAN. 4. SLOPE ALL HORIZONTAL VENTS SUCH THAT WATER MAY DRAIN BACK INTO THE SANITARY SYSTEM, 5. SINK/FAUCET VENTS THRU ROOF WITH WEATHERPROOF RAIN CAP. COORDINATE LOCATIONS WITH EXISTING EQUIPMENT AND ARCHITECT. SEAL ROOF PENETRATION AS NECESSARY. VALVES & ACCESSORIES: 1. PROVIDE WATER HAMMER ARRESTORS OR AIR CHAMBERS AS REQUIRED TO ELIMINATE WATER HAMMER AND COMPLY WITH LOCAL REGULATIONS, PARTICULARLY AT ALL APPLIANCES OR DEVICES WITH QUICK -CLOSING VALVES. ARRESTORS SHALL BE FACTORY FABRICATED, INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD PDIWH-201. HAMMER ARRESTORS SHALL BE EQUAL TO PRECISION PLUMBING PRODUCTS, PISTON TYPE. 2. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTOR AS SPECIFIED. 3. PROVIDE A MAIN SHUTOFF VALVE AT THE BUILDING'S DOMESTIC WATER SERVICE ENTRANCE. 4. ALL DOMESTIC WATER VALVES SHALL BE OF BRONZE BODY, TWO PIECE CONSTRUCTION, FULL PORT AND STAINLESS STEEL TRIM EQUAL TO NIBCO-585-70-68 OR APPROVED EQUAL. IF PVC OR CPVC PIPING IS UTILIZED, BALL PATTERN WITH TRUE CPVC UNION, NFS 61 EQUAL TO APEX VX SERIES OR APPROVED EQUAL, ARE ACCEPTABLE. 5. PROVIDE VACUUM BREAKERS FOR ALL SILLCOCKS, HOSE BIBBS, AND WALL HYDRANTS. 6. PROVIDE CLEANOUTS AT ALL CHANGES OF DIRECTION OF MORE THAN 45 DEGREES OR EVERY 50 FEET OF STRAIGHT PIPE FOR ALL SANITARY WASTE AND STORM DRAIN PIPING. 7. PROVIDE CLEANOUTS AT THE BASE OF ALL STACKS. PROVIDE A YARD CLEANOUT FLUSH WITH FINISHED GRADE WITHIN 5 FEET OF THE BUILDING SEWER EXITING THE BUILDING. COORDINATE ALL CLEANOUT LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. 8. PROVIDE DIELECTRIC UNIONS AT ALL POINTS OF CONNECTION BETWEEN PIPES OF DISSIMILAR METALS. 9. APPLY MIN. 20 MILS THICK SCOTCHWRAP (OR EQUIVALENT) VINYL TAPE COVERING OVER ALL STEEL OR COPPER WATER PIPING IN CONTACT WITH MASONRY OR CONCRETE. 10. PROVIDE CHROME PLATED ESCUTCHEONS WHERE PIPES PENETRATE ANY EXPOSED WALLS, PARTITIONS, ETC. TO COVER THE PENETRATION. 11. DOMESTIC WATER SUPPLY ASSEMBLY: CHROME FINISH TUBING WITH ANGLE SHUT OFF VALVES. 12. PROVIDE THERMOSTATIC MIXING VALVE FOR ALL SINKS. WATER TEMPERATURE LIMITING DEVICES SHALL CONFORM TO ASSE 1070 OR CSA B125-3. MIXING VALVE SHALL BE EQUAL TO WATT USG-B LAVATORY OR APPROVED EQUAL. 13. PROVIDE SHUT OFF VALVE ON THE BASE OF EVERY WATER RISER. - FIXTURES: 1. ALL PLUMBING FIXTURES SHALL BE SELECTED BY OWNER AND SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. FIXTURES SHALL BE COMPLETED WITH DRAINS, TRAPS, SUPPLIES AND ANY OTHER ACCESSORIES REQUIRED. ALL FIXTURES AND FAUCETS SHALL COMPLY WITH THE FLORIDA BUILDING CODE WATER SAVING STANDARD. FIXTURES HAVE BEEN SELECTED TO ESTABLISH A STANDARD OF QUALITY AND SUBSTITUTIONS ARE NOT PERMITTED UNLESS SUBMITTED AND APPROVED PRIOR TO USE. 2. ALL VITREOUS CHINA FIXTURES SHALL BE WHITE UNLESS OTHERWISE NOTED. 3. SEE ARCHITECTURAL PLANS FOR EXACT FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 4. ALL FIXTURES IN THE SAME BUILDING OR AREA SHALL HAVE IDENTICAL FAUCETS, ESCUTCHEONS, AND TRIM KITS, UNLESS SPECIFICALLY NOTED ON PLANS. INSTALL HOT WATER SUPPLY ON THE LEFT SIDE OF ALL FIXTURES. 5. ALL LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE 0.5 GPM FLOW RESTRICTING AERATORS. 6. FLUSH CONTROLS SHALL BE INSTALLED ON THE WIDE SIDE OF ALL WATER CLOSET STALLS, 7. PROVIDE CONCEALED ARM CARRIERS OR 2X10 PT BLOCKING WITH ALL WALL MOUNTED LAVATORIES, URINALS, WATER CLOSETS, AND WATER COOLERS. CARRIERS OR BLOCKING SHALL WITHSTAND A MINIMUM VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 8. PROVIDE PROTECTIVE ANTI -MICROBIAL INSULATION ON THE SUPPLY SET AND WASTE DRAIN AND TRAP OF ALL HANDICAPPED LAVATORIES. 9. ALL WATER CLOSETS SHALL BE THE ELONGATED TYPE WITH OPEN FRONT SEATS. SUPPORTS & PENETRATIONS: 1. PROVIDE MANUFACTURED PIPE HANGERS, RODS, AND INSERTS OR CLAMPS FOR THE PROPER SUPPORT OF ALL PIPING. BAND IRON, TIE WIRE, OR WIRE STRAPPING ARE NOT ACCEPTABLE. ALL PIPES SHALL BE SUPPORTED AT REGULAR INTERVALS. PIPE SWAY AND/OR VIBRATION SHALL NOT BE ACCEPTABLE. DO NOT HANG PIPING FROM ANYTHING OTHER THAN THE BUILDING STRUCTURE. 2. ALL SUPPORT FOR PIPING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE - PLUMBING (SECTION 308). UNLESS NOTED OTHERWISE IN FLORIDA BUILDING CODE - PLUMBING, SUPPORT ALL PIPING ACCORDING TO THE FOLLOWING SPACING CRITERIA: HORIZONTAL (FT) VERTICAL (FT) CAST IRON 5 15 COPPER 6 10 CPVC 3 10 PVC 4 10 STEEL 8 10 3. PROVIDE PLASTIC OR RUBBER COATED ISOLATORS WHERE COPPER PIPING IS IN DIRECT CONTACT WITH OR SUPPORTED BY STEEL PIPE HANGERS. WARRANTIES AND MAINTENANCE: 1. ALL FIXTURES SHALL BE TESTED, CLEANED, AND PLACED IN GOOD OPERATING CONDITION BY THE CONTRACTOR. CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, MATERIALS, AND WORKMANSHIP TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER AND THE CONTRACTOR SHALL REPAIR ANY SUCH DEFECTS AT NO COST TO THE OWNER. ALL EQUIPMENT INCLUDED IN THE PROJECT SHALL BE COVERED BY THE MANUFACTURER'S WARRANTY FOR THE DURATION OF THAT WARRANTY. COPIES OF ALL MANUFACTURER'S WARRANTIES AND CONTRACTOR WARRANTIES SHALL BE PROVIDED TO THE OWNER AT FINAL ACCEPTANCE. 2. CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE AND REVIEW ALL OPERATIONS AND MAINTENANCE OF ALL SYSTEMS. CONTRACTOR SHALL PROVIDE THE OWNER WITH BOUND COPIES OF ALL OPERATION AND MAINTENANCE MANUALS INCLUDING PARTS LISTS, MAINTENANCE SCHEDULES, ETC. 3. THE CONTRACTOR SHALL CONTINUALLY RECORD ANY AND ALL DEVIATIONS TO THE CONTRACT DOCUMENTS MADE DURING CONSTRUCTION AND PROVIDE A COMPLETE SET OF THESE RECORD DRAWINGS TO THE OWNER WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE THE SERVICES OF A LICENSED PROFESSIONAL ENGINEER TO PROVIDE SIGNED AND SEALED RECORD DRAWINGS. TESTING: 1. AT THE COMPLETION OF THE PROJECT, TEST ALL PLUMBING SYSTEMS AND FIXTURES FOR PROPER OPERATION. TEST ALL PIPING FOR LEAKS ACCORDING TO FLORIDA BUILDING CODE - PLUMBING (SECTION 312). REPORT ALL RESULTS TO THE ARCHITECT/ENGINEER IN WRITING. REPLACE ANY DEFECTIVE DEVICES OR EQUIPMENT. 2. ALL NEW SANITARY AND DOMESTIC WATER PIPING SHALL BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND/OR PLUMING FIXTURES. PLUMBING FIXTURE/EQUIPMENT SCHEDULE SOIL/ VENT COLD HOT DESCRIPTION MARK FIXTURE WASTE WATER WATER (IN) (IN) (IN) (IN) SINK: TYPE 302, 18-8" STAINLESS STEEL, SELF -RIMMING, SINGLE COMPARTMENT, 17"x19"x6-1/8" DEEP. TAILPIECE AND STAINLESS STEEL CUP STRAINER. PROVIDE WITH CENTERSET FAUCET. EQUAL TO ELKAY MODEL LR2219. FAUCET: EQUAL TO CHICAGO FAUCET MODEL 786-GN2A-317. 4" WRIST BLADE HANDLE WITH 1.6 GPM FLOW CONTROL. FINISHED/TYPE SELECTED BY OWNER/ARCHITECT. S-1 SINK 2" 1-1/2" 1/2" 1/2" TRAP: KOHLER K-9000, 1-1/2" X 1-1/2" P-TRAP, CLEANOUT PLUG, ADJUSTABLE WITH CONNECTED ELBOW AND NIPPLE TO WALL, CHROME PLATED. STOPS AND SUPPLIES: CHICAGO FAUCET #1006, ANGLE PATTERN, LOCK SHIELD CAP, LOOSE KEY HANDLE, WITH COPPER ALLOY CONTROL VALVE BODIES, STEMS, AND GLAND NUTS, 1/2" NPT INLET X 1/2" COMPRESSION OUTLET. PROVIDE THERMOSTATIC MIXING VALVE FOR ALL SINKS. WATER -TEMPERATURE LIMITING DEVICE SHALL CONFORM TO ASSE 1070 OR CSA B125.3. MIXING VALVE SHALL BE EQUAL TO WATT USG-B LAVATORY VALVE OR APPROVED EQUAL NOTES: 1. ALL FIXTURES SHALL COMPLIED WITH THE FLORIDA BUILDING CODE WATER CONSERVATION TABLE. 2. PROVIDE INSULATION KID FOR DRAIN, TRAP AND SUPPLY TO ALL SINKS AND LAVATORIES. 3. ALL SUPPLIES SHALL BE CHROME PLATED LP.S. BRASS. PLASTIC SUPPLIERS ARE NOT ACCEPTABLE. 4. PROVIDE ALL BOLTS, CAPS, STRAINERS, STOPS, SUPPLIES, TRAPS, ETC. FOR A COMPLETE INSTALLATION. STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA, TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. DANIEL CESAR, PE; LICENSE NO: 68670 PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE August 18, 2021 REVISIONS LIST NO. I DATE I DESCRIPTION SHEET TITLE PLUMBING LEGEND AND SPECIFICATIONS SHEET NO. Pool 1 2 3 4 GENERAL NOTES ® _ i_ UROUP - 1. EXISTING SYSTEMS SHOWN HEREIN WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND ARCHITECTURE + MAY NOT REFLECT EXACT FIELD CONDITIONS THEREFORE, THE ENGINEER CAN NOT GUARANTEE THE ACCURACY OF SAME, NOR THAT ALL SYSTEMS AND/OR SYSTEMS COMPONENTS 106 WEST NORTH BAY STREET I TAMPA, FL 33603 % ARE SHOWN. THE CONTRACTOR SHALL VERIFY www.cjaegroup.com - FIELD CONDITIONS PRIOR TO BID AND INFORM THE ENGINEER OF ANY MAJOR DISCREPANCY THAT IT WILL REQUIRE RELOCATING EXISTING PIPING, CONDUIT, EQUIPMENT, ETC. TO ALLOW INSTALLATION OF NEW WORK AND COULD POTENTIALLY AFFECT THE COST. 2. REFER TO INFECTION CONTROL RISK ASSESSMENT IN PROJECT MANUAL FOR REQUIRED PREVENTIVE MEASURES TO BE TAKEN FOR EACH AREA. ENG' I N EERI NG 3. CONTRACTOR TO COORDINATE WITH ALL TRADES TO ENSURE ADEQUATE ACCESS IS PROVIDED TO _ - - - PROPERLY MAINTAIN ALL CONTROL DAMPERS, SMOKE DETECTORS AND SIMILAR ABOVE CEILING MECHANICAL - ELECTRICAL -PLUMBING — .- _.._ ..- - --- - - - _ I 4. EU EQUIPMENT. FOR CLARITY, NOT ALL PIPING AND PIPING RISERS/DROPS ARE SHOWN, CONTRACTOR TO 80 0 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 CA 31963 N I _a PHONE:. ): 60-8486 i -- PROVIDE AT NO ADDITIONAL COST TO THE OWNER ALL DUCT OFFSETS, BENDS AND TRANSITIONS WWW.DCL-ENG.COM REQUIRED FOR A COMPLETE FUNCTIONAL SYSTEM. 5. ALL SANITARY PIPING SHALL BE SLOPE AT 1/8" PER LINEAR FOOT AT MINIMUM UNLESS OTHERWISE I _ __._-- -_._1 - INDICATED. 6. ALL NEW SANITARY PIPING SHALL BE TESTED FOR ' RA LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND/OR PLUMBING. 7. REFER TO PLUMBING DETAILS AND RISER I DIAGRAMS FOR ADDITIONAL INFORMATION AND - - PIPE SIZES. - = =1 112" V= = 1 1 /2'° V= = -= _.- 8. CUTTING AND PATCHING AND PATCHING OF —4" SANS _— __._ - �°' sAN _ 4,° SAN= � = = = -� q ��4"SANz= EXISTING FLOOR SLAB AND CONCRETE WALLS IS REQUIRED TO INSTALL NEW WORK. IXRAYI! �`�` I ROQM! ! !�� 9 CONTRACTOR TO ENSURE MINIMUM x u SEPARATION FROM ANY INTAKE D EQUIPMENT EXHAUST. 6 11/2"VROOM - S-1 1 KEYED NOTES STAMPS AND APPROVALS CONTRACTOR TO REMOVE EXISTING FIXTURES TO <t _ ALLOW THE RENOVATION/RESURFACE OF THE (� + FLOOR AN WALLS. DURING DEMOLITION PHASE > AND INSTALLATION OF FLOOR/WALLS, CONTRACTOR > iI SHALL STORE EXISTING FIXTURES IN A SECURED C ! SPACE TO BE REINSTALLED. REFER TO NEW PLAN FOR ADDITIONAL INFORMATION. _ I1EL - 1 T. i 1 1 i '• N '�' �< 7ltrytttll!#gNNN4NNNi q I I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. SANITARY PIPING - DEMO 2 SANITARY PIPING - NEW DANIEL CESAR, PE; LICENSE NO: 68670 SCALE: 1/4" =1'-0" SCALE: 114"=1'-011 An e uj� Ith f >I Zephyrhills CV PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET OI '. PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 S-1 �qy PROJECT NUMBER 2021-009 PROJECT PHASE SPA !I I I 100% CONSTRUCTION DOCUMENTS �« ETR d" I I I l i ISSUE DATE S,q N SINK ' >° AUGUST 18, 2021 cw REVISIONS LIST NO. DATE DESCRIPTION '�N staSgN i I ETR SINK A I I �I ETR WC SHEET TITLE SANITARY PIPING SANITARY RISER DIAGRAM I PLAN - DEMO/NEW SCALE: NOT TO SCALE SHEET NO. n C DOMESTIC WATER PIPING - DEMO SCALE: 1/4" = V-0" IS ,,2, ETR SINK 71 ETR we 2 DOMESTIC WATER PIPING - NEW SCALE: 1/4" = V-0" GENERAL NOTES EXISTING SYSTEMS SHOWN HEREIN WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND MAY NOT REFLECT EXACT FIELD CONDITIONS. THEREFORE, THE ENGINEER CAN NOT GUARANTEE THE ACCURACY OF SAME, NOR THAT ALL SYSTEMS AND/OR SYSTEMS COMPONENTS ARE SHOWN. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BID AND INFORM THE ENGINEER OF ANY MAJOR DISCREPANCY THAT IT WILL REQUIRE RELOCATING EXISTING PIPING, CONDUIT, EQUIPMENT, ETC. TO ALLOW INSTALLATION OF NEW WORK AND COULD POTENTIALLY AFFECT THE COST. 2. REFER TO INFECTION CONTROL RISK ASSESSMENT IN PROJECT MANUAL FOR REQUIRED PREVENTIVE MEASURES TO BE TAKEN FOR EACH AREA. 3. DUE TO THE CEILING SPACE LIMITATIONS, IT IS IMPERATIVE THAT ALL DUCTWORK, PIPING, LIGHTING AND EQUIPMENT INSTALLATION TO BE COORDINATED AMONG ALL TRADES PRIOR TO THE INSTALLATION OF NAY UTILITIES. 4. CONTRACTOR TO COORDINATE WITH ALL TRADES TO ENSURE ADEQUATE ACCESS IS PROVIDED TO PROPERLY MAINTAIN ALL CONTROL DAMPERS, SMOKE DETECTORS AND SIMILAR ABOVE CEILING EQUIPMENT. 5. FOR CLARITY, NOT ALL PIPING AND PIPING RISERS/DROPS ARE SHOWN. CONTRACTOR TO PROVIDE AT NO ADDITIONAL COST TO THE OWNER ALL DUCT OFFSETS, BENDS AND TRANSITIONS REQUIRED FOR A COMPLETE FUNCTIONAL SYSTEM. 6. ALL NEW PIPING SHALL BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND/OR PLUMBING. 7. REFER TO PLUMBING DETAILS AND RISER DIAGRAMS FOR ADDITIONAL INFORMATION AND PIPE SIZES. 8. ROUTE ALL PIPING ABOVE CEILING. KEYED NOTES: 1 EXISTING SINK, FAUCET AND WATER CLOSET TO BE REUSED. PLUMBING CONTRACTOR SHALL REFURBISH EXISTING FIXTURES AS NECESSARY. IF REPLACEMENT IS REQUIRED NEW FIXTURES SHALL MATCH EXISTING OR HOSPITAL STANDARD. 2 CONTRACTOR TO EXTEND RECIRCULATING LOOP TO NEW SINK TO COMPLY WITH ENERGY CONSERVATION CODE. 106 VILEST NORTH BAY STREET / TAMPA, FL 33603 www.cjaegroup.com 7: MLI 1111''ll ... ill''I'll ..... 1 1 ''1 MECHANICAL - ELECTRICAL -PLUMBING 800 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 CA LIC. NO.: 31963 PHONE: (407) 2WS485 WWW.DCL-ENG.COM STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. DANIEL CESAR, PE; LICENSE NO: 68670 PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST I NO. I DATE I DESCRIPTION I SHEET TITLE DOMESTIC WATER PLAN - DEMOMEW 3 DOMESTIC WATER RISER DIAGRAM SCALE: NOT TO SCALE SHEET NO. 1 2 3 4 GENERAL NOTES CJAE GROUP 1. EXISTING SYSTEMS SHOWN HEREIN WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND MAY NOT REFLECT EXACT FIELD CONDITIONS. THEREFORE, THE ENGINEER CAN NOT GUARANTEE THE ACCURACY OF SAME, NOR THAT ALL SYSTEMS AND/OR SYSTEMS COMPONENTS ARE SHOWN. THE ARCHITECTURE + CONSULTING 106 WEST NORTH BAY STREET I TAMPA, FL 33603 www.cjaegroup.com CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BID AND INFORM THE ENGINEER OF ANY MAJOR DISCREPANCY THAT IT WILL REQUIRE RELOCATING EXISTING PIPING, CONDUIT, EQUIPMENT, ETC. TO ALLOW INSTALLATION OF NEW WORK AND COULD POTENTIALLY AFFECT THE COST. 2. REFER TO INFECTION CONTROL RISK ASSESSMENT IN PROJECT MANUAL FOR REQUIRED PREVENTIVE MEASURES D TO BE TAKEN FOR EACH AREA. 3, DUE TO THE CEILING SPACE LIMITATIONS, IT IS IMPERATIVE THAT ALL DUCTWORK, PIPING, LIGHTING AND EQUIPMENT INSTALLATION TO BE COORDINATED AMONG ALL TRADES PRIOR TO THE INSTALLATION OF NAY UTILITIES. ENGINEERING 4. CONTRACTOR TO COORDINATE WITH ALL TRADES TO ENSURE / ADEQUATE A L i A QU ACCESS IS PROVIDED. TO PROPERLY MAINTAIN ALL CONTROL DAMPERS, SMOKE DETECTORS AND SIMILAR ABOVE CEILING EQUIPMENT. 5. FOR CLARITY, NOT ALL PIPING AND PIPING RISERS/DROPS / / / / ARE SHOWN. CONTRACTOR TO PROVIDE AT NO ADDITIONAL / / / �' MECHANICAL •ELECTRICAL •PLUMBING 800 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 CA LIC. NO.: $1963 PHONE: (407) 250-8485 WWW.DCL-ENG.COM / ✓ / /' ,/ / / ' ' %/' ' COST TO THE OWNER ALL DUCT OFFSETS BENDS AND TRANSITIONS REQUIRED FOR A COMPLETE FUNCTIONAL SYSTEM. 6. ALL NEW PIPING SHALL BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED 70 EQUIPMENT AND/OR PLUMBING. 7. REFER TO PLUMBING DETAILS AND RISER DIAGRAMS FOR ADDITIONAL INFORMATION AND PIPE SIZES. 8. ROUTE ALL PIPING ABOVE CEILING. KEYED NOTES. EXISTING MEDICAL GASES. CONTRACTOR TO VERIFY FUNCTIONALITY. IF SOME VALVES ARE 0// / // 1/2 02 % / / / '`f/ / NOT WORKING PROPERLY CONTRACTOR � // % / / r ` 1, ;' / / ;'/ SHALL NOTIFY OWNER AND ENGINEER FOR 1/2 MA J / r / / ,!,/ / ,; / ' / REMEDIATION. 3/4" V / '/ / / / � / / , , ,% / f , , / / / , / / / / / ,/ ,% /� /� / /�// STAMPS AND APPROVALS X/// ,/77 1t2" MA rr • Re e 10 04 N 'IN / f r ,// ,�'` ,%// //' // / ,/' / r / f' j //' ,/ / //r/ // / f / F I // / %/ / / / / / SPECIFICATION 0 I HEREBY CERTIFY THAT THIS PLAN, R REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. CESAR PE; 68670 XRAY / DANIEL LICENSE NO: ROOM 6 A14VE / / - - - - _ zi f/ // // -- _ - -�r ✓ / f XIQ ss ALIL -�-alth H PROJECT NAME Zzl ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER / 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS MEDICAL GASES PIPING PLAN - EXISTING ISSUE DATE AUGUST 18, 2021 SCALE; 1/4" =1=0" REVISIONS LIST NO, DATE DESCRIPTION A SHEET TITLE MEDICAL GASES PIPING - EXISTING SHEET NO. 2 1 3 I 4 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS NOTE: SYMBOLS AND ABBREVIATIONS INDICATED HERE AND NOT USED IN THE CONTRACT DOCUMENTS DO NOT APPLY TO THIS PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED IN THE CONTRACT DOCUMENTS. PIPE FITTINGS PIPE VALVES AND SPECIALTIES GENERAL SYMBOLS D ELBOW DOWN SHUTOFF VALVE y FIRE DEPARTMENT CONNECTION O ELBOW UP BUTTERFLY VALVE --Ci INSPECTOR'S TEST ASSEMBLY ., - TEE DOWN CHECK VALVE —Q-- INSPECTOR'S TEST AND DRAIN ASSEMBLY n TEE UP mow— 0 S & Y VALVE SPRINKLER ZONE BOUNDARY D PIPE CAP �' FLOW SWITCH HYDRAULIC CALCULATION DESIGN AREA PIPE HANGER PIPING CONNECTION — — — — — DEMOLITION OF PIPING, DEVICE, ETC. WYE STRAINER �� PRESSURE GAUGE WITH DRAIN VALVE — —I( BALL VALVE PIPING SYSTEM LABELS NEW EXISTING F XF FIRE SUPPLY — SPR— —XSPR — SPRINKLER PIPE 0 n REFERENCE SYMBOLS 8 NEW CONNECTION TO EXISTING OKEYNOTE NUMBER A REVISION NUMBER 2 FIRE PROTECTION - NEW SCALE: 1/4" =1'-0" PIPE RING ANCHOR TO STRUCTURE THREAD ROD END PORTION SHALL HOLD PIPING W PLACE 4 PIPE HANGER DETAIL SCALE: NOT TO SCALE " 1SYnTr&A DROI 1" NPT FEM, COUPLING I SPRINKLER I COVER PIX ASSEMBLY FINISHED CEILING —/ COVER PLATE 3 TYPICAL CONCEALED PENDENT SPRINKLER HEAD DETAIL SCALE: NOT TO SCALE FIRE SPRINKLER SCHEDULE MARK TEMPERATURE SPRINKLER TYPE MANUFACTURER PRESSURE FLOW SIZE K FACTOR RESPONSE TYPE NOTES r♦ 165 DEG F CONCEALED VIKING 7.0 14.6 1/2" 5.6 QUICK 1 NOTES: 1. PLATE SHALL BE CONCEALED TYPE COLOR TO WHITE UNLESS OTHERWISE NOTED BY ARCHITECT. FIRE PROTECTION - DEMO SCALE: 1/4" = l'-O" GENERAL NOTES 1. EXISTING SYSTEMS SHOWN HEREIN WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND MAY NOT REFLECT EXACT FIELD CONDITIONS. THEREFORE, THE ENGINEER CAN NOT GUARANTEE THE ACCURACY OF SAME, NOR THAT ALL SYSTEMS AND/OR SYSTEMS COMPONENTS ARE SHOWN. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BID AND INFORM THE ENGINEER OF ANY MAJOR DISCREPANCY THAT IT WILL REQUIRE RELOCATING EXISTING PIPING, CONDUIT, EQUIPMENT, ETC. TO ALLOW INSTALLATION OF NEW WORK AND COULD POTENTIALLY AFFECT THE COST. 2. REFER TO INFECTION CONTROL RISK ASSESSMENT IN PROJECT MANUAL FOR REQUIRED PREVENTIVE MEASURES TO BE TAKEN FOR EACH AREA. 3. BUILDING TO BE FULLY SPRINKLERED. REFER TO LIFE SAFETY DRAWINGS FOR ADDITIONAL INFORMATION. 4. PENDENT SPRINKLERS INSTALLED IN CEILINGS SHALL BE CONCEALED TYPE, WITH COLOR APPROVED BY THE ARCHITECT, 5. SYSTEM IS A WET AUTOMATIC SPRINKLER SYSTEM. THE DESIGN APPROACH SHALL BE THE AREA DENSITY METHOD UTILIZING A DENSITY OF 0.1 GPM PER FOOT SQUARED (LIGHT HAZARD OCCUPANCY). THE CALCULATION SHALL BE FOR THE MOST HYDRAULICALLY REMOTE 1,500 MINIMUM SQUARE FEET OF PROJECT REGARDLESS OF REDUCTIONS ALLOWED IN NFPA. HOSE STREAM ALLOWANCE SHALL BE 250 GPM ADDED AT THE NEAREST SITE FIRE HYDRANT. COVERAGE PER SPRINKLER SHALL BE MAXIMUM 225 SQ.FT. WITH A MAXIMUM SPACING OF 15'-0". 6. INSTALL THE PIPING GRID IN SUPPORT OF THESE LAYOUT REQUIREMENTS AND UTILIZE CONNECTIONS AS NECESSARY TO FEED SPRINKLERS. PROVIDE TEE(S) OR OTHER OUTLETS TO FEED SPRINKLERS AND PLUG UNUSED CONNECTIONS FOR FUTURE USE. CONTRACTOR TO EXTEND SWING JOINT OR ARM OVE THE NEW PENDANT SPRINKLER FROM EXISTING TEES FEEDING DROPS OF EXISTING UPRIGHT/PENDANT HEADS. IF THIS TECHNIQUE IS NOT POSSIBLE, CAP EXISTING TEE (ABANDONING SUPPLY ABOVE CEILING) AND PROVIDE NEW TAP INTO THE EXISTING MAIN OR BRANCH AS NECESSARY. 7. SPRINKLER PIPING SHALL NOT PENETRATE STRUCTURAL MEMBERS. THERE IS NO NEED FOR ENGINEERED STRUCTURAL OPENINGS. 8. CONTRACTOR SHALL ACCOUNT FOR ANY CROSSMAIN AND BRANCHES PIPING THAT NEEDS TO BE RELOCATED, MODIFIED OR ADJUSTED TO ACCOMMODATE NEW PROPOSED CEILING LAYOUTS. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE COMPLETE PROPOSED SCOPE AND ITS PHASING (WHERE APPLICABLE) PRIOR TO SUBMITTING A BID FOR THE PROJECT. 9. ANYTIME CEILING ELEVATIONS OCCUR, CONTRACTOR SHALL SPACE ALL HEAD IN ACCORDANCE WITH THE OBSTRUCTION RULES OF NFPA 13. 10. ALL NEW PIPING SHALL MATCH EXISTING. VERIFY EXISTING PIPING CONSTRUCTION MATERIAL AND THICKNESS. FLEXHEAD ADVENT HEALTH STANDARD: FLEXHEAD® BRAIDED FLEXIBLE CONNECTOR IS THE ONLY ACCEPTABLE FLEXIBLE SPRINKLER HEAD CONNECTION ALLOWED WITH NO SUBSTITUTES OR APPROVED EQUAL PRODUCTS. MOUNTING BRACKET SHALL BE 3" WIDE FLEXHEADS OPEN HUB ADAPTER ONLY. 11. THE FIRE SUPPRESSION SYSTEM FOR THIS PROJECT SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE FOLLOWING APPLICABLE CODES LISTED ON THE SPECIFICATIONS AND ANY ADOPTED CODES IN THE MUNICIPALITY, 12. IS SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4 AND 9.2.3.5.2 THAT PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12". 13. IF NEW BRANCH SPRINKLER LINES ARE REQUIRED, CONTRACTOR SHALL SIZE NEW LINE BASED ON NEW PIPING REQUIREMENTS, ACCOUNTING FOR THE TOTAL NUMBER OF SPRINKLER HEAD LINE IS FEEDING. PIPE SIZING SHALL BE MINIMUM AS FOLLOW UNLESS OTHERWISE INDICATED ON NFPA 13: 1" RUNOUTS & 1-2 HEADS 1-1/4" 3 HEADS 1-112" 4-5 HEADS 2" 5 HEADS OR MORE BACK TO MAIN 3" CROSSMAINS 4" TO 6" MAINS KEYED NOTES: 1 CONTRACTOR TO VERIFY IF EXISTING SPRINKLER HEAD MATCH CONCEALED TYPE (ADVENTHEALTH STANDARD). IF SPRINKLER HEADS ARE NOT PER STANDARD, DEMO EXISTING SPRINKLER HEAD AND REPLACE WITH NEW CONCEALED HEAD AS SCHEDULED. 2 CONTRACTOR TO RELOCATE ALL EXISTING SPRINKLER HEADS TO CENTER OF THE TILES TO ACCOMMODATE NEW CEILING LAYOUT. 3 DURING CONSTRUCTION, CONTRACTOR TO TURN FIRE SPRINKLER LINES UPWARD AND INSTALL UPRIGHT FIRE SPRINKLERS TO MAINTAIN SPRINKLER COVERAGE OR PROVIDE FIRE WATCHES AS PER NFPA 101 MAINTAIN ALL REQUIRED FIRE WATCH LOGS. COORDINATE SPRINKLER PIPE SHUTDOWN WITH OWNER AND OBTAIN WRITTEN PERMISSION TO PROCEED. PROVIDE FIRE WATCH FOR THE SHUTDOWN PERIOD. 106 WEST NORTH BAY STREET I TAMPA, FL 33603 www.cjaegroup.com JCL. ENGINEERING MECHANICAL - ELECTRICAL -PLUMBING 800 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 CA LIC. NO,: $1963 PHONE: (407) 250-8486 WWW.DCL-ENG.COM STAMPS AND APPROVALS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. DANIEL CESAR, PE; LICENSE NO: 68670 In AdventHealtV. I - PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE I DESCRIPTION —� SHEET TITLE FIRE PROTECTION PLANS - DEMO IS NEW SHEET NO. Fpl 01 2 I M I c 0 A DIVISION 26 - ELECTRICAL SPECIFICATIONS POWER PLAN LEGEND -..---------------_LIGHTING PLAN LEGEND RENOVATION/DEMOLITION LEGEND -------- - ----- ----- -------- ---- --- ----- ---- ------------ --- --------- — ----- - ---- _ -- - -- - - - - -- - - - - ----- --- - - ---- -- _ ------ , -- -a GENERAL ELECTRICAL REQUIREMENTS WIRES. CABLES AND CONNECTORS MOTOR AND CIRCUIT DISCONNECTS SYl!ABOL: - - DE_S_C_R_IPTION: _ --- .- -.._-_— i SYMBOLi--��---- �----- -�� -m DESCRIPTION--- - -- - - _.._--J'SYMBOL: ! ----- .---DESCRIPTION------- ---- A. THE COMPLETE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE LATEST A. CONTRACTOR SHALL SELECT CABLE TYPE APPROPRIATE FOR EACH FACILITY A. DISCONNECT SWITCHES MAY BE GENERAL DUTY FOR 24OV, & SHALL BE - ADOPTED EDITION OF THE FOLLOWING CODES & STANDARDS: AND INSTALLATION ENVIRONMENT. HEAVY DUTY FOR 60OV. n I A AE > > 1. NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS. B. FOR HEALTHCARE FACILITIES, ALL PATIENT CARE AREAS REQUIRE MC B. PROVIDE RAIN -TIGHT HUBS FOR EXTERIOR DISCONNECTS. (� DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 18 AFF LION 2 X2 AND 2 X4 LED FIXTURE. 2. NFPA 20 STANDARD FOR THE INSTALLATION OF CENTRIFUGAL FIRE HOSPITAL -GRADE CONDUCTORS. AND ALL GROUNDING MUST MEET NEC C. PROVIDE CLASS R REJECTION FUSE CLIPS & CLASS R FUSES. 1 IED In LETTER DENOTES FIXTURE TYPE. (TYPICAL FOR ALL FIXTURES) PUMPS. ARTICLE 517. D. FUSES SHALL BE MANUFACTURED BY BUSSMAN, LtiTL E OR 1 DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 42" AFF OR ABOVE COUNTER A I <E> » " (#7 LETTER+NUMBER DENOTES CIRCUITING INFORMATION. (TYPICAL FOR ALL - EXISTING TO REMAIN 3. NFPA 37 STANDARD FOR THE INSTALLATION AND USE OF STATIONARY C. ALL CONDUCTORS IN AIR HANDLING SPACES SHALL BE PLENUM -RATED. GOULD-SHAWMUT. n LFIXTURES SHADE DENOTES BATTERY -BACKUP FIXTURE. TYPICAL FOR COMBUSTION ENGINES AND GAS TURBINES. D. ALL CONDUCTORS SHALL BE COPPER WITH 600V 75C WITH THHN/THWN-2 E. SERVICE DISCONNECT SWITCH SHALL BE HEAVY DUTY TYPE DUPLEX RECEPTACLE, NEMA 5-20R, SPLIT WIRE, MOUNT 42 AFF LION ) ( _ 4. NFPA 70 NATIONAL ELECTRICAL CODE 2017 ED. INSULATION FOR USE WITHIN BUILDING CONFINES. WHERE INSTALLED BEYOND (PC ALL FIXTURES) p — 5. NFPA 72 NATIONAL FIRE ALARM CODE. THE BUILDING CONFINES, SUCH AS IN UNDERGROUND FEEDER BANKS OR SUPPORTING DEVICES DUPLEX RECEPTACLE, NEMA 5-2flR, AUTO SHUTOFF CONTROL RECEPTACLE j / EXISTING TO BE REMOVED 6. NFPA 780 LIGHTNING PROTECTION CODE. CIRCUITRY TO SITE LUMINARIES IT SHALL BE COPPER WITH 60OV, 75, A. LIGHTING FIXTURES SHALL BE SUPPORTED FROM BUILDING STRUCTURE & �REC I ® STRIP LIGHTING FIXTURE I 7. NFPA 90A STANDARD TO THE INSTALLATION OF AIR CONDITIONING AND XHHW-2 INSULATION. NOT FROM CEILING GRID. SECURE A MINIMUM OF TWO CORNERS (OPPOSITE) DUPLEX RECESSED RECEPTACLE, LEVITON 689-W, HOSPITAL GRADE <R> ' VENTILATING SYSTEMS. E. USE SOLID CONDUCTOR, SINGLE CONDUCTOR, No. 10 AWG MINIMUM FOR TO STRUCTURE ABOVE WITH CHAIN OR WIRE. RECEPTACLE. © CEILING MOUNTED DOWNLIGHT FIXTURE (LION IN LIGHT FIXTURE SCHEDULE)"- -- EXISTING TO BE RELOCATED 8. NFPA 96 STANDARD FOR VENTILATION CONTROL AND FIRE PREVENTION GENERAL USE WIRING. B. FASTEN CONDUIT TO STRUCTURAL. PARTS OF BUILDING. OF COMMERCIAL COOKING OPERATIONS. F. USE STRANDED CONDUCTOR, SINGLE CONDUCTOR NO. 8 AWG AND LARGER, CEILING MOUNTED WALL WASHER TYPE LIGHT FIXTURE OR SPOT 9. NFPA 101 LIFE SAFETY CODE. FOR MOTORS AND OTHER INSTALLATIONS WHERE VIBRATION IS GENERATED. GROUNDING DUPLEX RECEPTACLE, NEMA 5-20R, FLUSH CEILING MOUNT LION (; 10. NFPA 110 STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. G. COLOR -CODING SHALL IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM, A. PROVIDE INSULATED GROUND CONDUCTORS IN ALL CONDUITS. a LIGHT. (LION IN LIGHT FIXTURE SCHEDULE) ; 1 DUPLEX RECEPTACLE NEMA 5-20R FLUSH FLOOR MOUNT LION ------ - --_ .--__--_-_-_.-..-. _.-_ _.._---_ _.-._-__._ 11. ANSI A17:1 ELEVATOR CODE. FROM SERVICE SWITCH OR TRANSFORMER THROUGH ALL BRANCH CIRCUITRY. B. PROVIDE GROUNDING BUSHINGS FOR FEEDER CONDUITS. I I 12. ANSI A117.1 ACCESSIBILITY CODE. ALL WIRING SHALL BE COLOR -CODED AS FOLLOWS. C. TRANSFORMERS SHALL BE GROUNDED TO BUILDING STEEL WITH EXOTHERMIC ' Q SUSPENDED PENDANT FIXTURE (LION IN LIGHT FIXTURE SCHEDULE) CONDUIT RACEWAY & WIRING LEGEND 13. FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION 24 208/120 VOLT 48OZ277 VOLT CONNECTIONS. j ACT AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT PHASE A -BLACK PHASE A -BROWN D. SERVICE GROUND RESISTANCE SHALL BE MEASURED WITHOUT DEPENDING QUAD RECEPTACLE, 2 OF NEMA 5-20R, MOUNT 18" AFF LION (*-) , WALL MOUNTED LIGHTING FIXTURE OF COMMUNITY AFFAIRS. PHASE B-RED PHASE B-ORANGE ON WATER PIPING SYSTEM & SHALL BE 25s2 OR LESS, IF GREATER THAN _1, I-_-_.___.�._-- --.__---------------- ___--_..-.--_-_.___- ---. _-_-. 7 14. AMERICANS WITH DISABILITIES ACT. PHASE C-BLUE PHASE C-YELLOW 250, DRIVE ADDITIONAL GROUND RODS TO OBTAIN REQUIRED RESISTANCE QUAD RECEPTACLE, 2 OF NEMA 5-20R, MOUNT 42" AFF OR ABOVE COUNTER SYMBOL: DESCRIPTION: - 15. FLORIDA BUILDING CODE 2020. NEUTRAL -WHITE NEUTRAL -WHITE TRACER OR GRAY E. GROUND METAL LIGHTING POLES AS REQUIRED BY N.E.C. I a n TRACK LIGHT &TRACK 16. FLORIDA FIRE PREVENTION CODE 2020. H. A STANDARD 500V MEGGER INSULATION TEST SHALL BE MADE AND F. FOR HEALTHCARE FACILITIES, GROUNDING FOR ALL CIRCUITS MUST MEETI---------- --- - ---- --------- -- - --- --- ---- - B. 'FURNISH AND INSTALL' AND 'PROVIDE' ARE EQUIVALENT TERMS WHICH RECORDED FOR ALL FEEDER CIRCUITS. PROVIDE A COPY OF TEST RESULTS THE REQUIREMENTS OF NEC ARTICLE 517. 0 � SPECIAL PURPOSE OUTLET, NEMA CONFIGURATION AS SHOWN ' — — — I, LED STRIP LIGHT FIXTURE (COVE LIGHT) I INDICATE MATERIAL. AND/OR EQUIPMENT SUPPLIED AND INSTALLED BY THIS TO ENGINEER FOR REVIEW. RACEWAY CONDUIT CONCELAED ABOVE CEILING OR CONTRACTOR. 'FURNISHED' DENOTES MATERIAL OR EQUIPMENT SUPPLIED T. PROVIDE LUGS FOR FEEDER SIZES INDICATED ON DRAWINGS OR AS Lt0liU INDICATED ISOLATED GROUND ON ANY RECEPTACLE WITHIN WALL UNLESS OTHERWISE NOTED. EACH CIRCUIT REQUIRED, A. U.L. LABELS MUST APPEAR ON ALL NEW LIGHTING FIXTURES. FLEXIBLE CHANDELIER DECORATIVE LIGHT --------- SHALL CONSIST OF PHASE, NEUTRAL AND GROUND BUT NOT INSTALLED BY THIS CONTRACTOR. 'INSTALLED' DENOTES THE GFI O J. WIRING FOR ALL ELECTRICAL CIRCUITS SHALL BE SIZED FOR CONDUIT TAILS, UP TO 6' IN LENGTH, MAY BE USED BETWEEN JUNCTION SETTING IN POSITION OR CONNECTION of MATERIAL OR EQUIPMENT BY DUPLEX RECEPTACLE NEMA 5-20R MOUNT 18" AFF LION CONDUCTORS. FOR LIGHTING CIRCUITS PROVIDE A 3% MAXIMUM VOLTAGE DROP. BOXES & RECESSED LIGHTING FIXTURES. OUTLET BOXES MAY SERVE UP TO ' THIS CONTRACTOR BUT SUPPLIED BY OTHERS. GPI GROUND FAULT CIRCUIT INTERRUPTED ; REQUIRED SWITCH LEGS TO ACHIEVE SWITCHING K. LION, ALL TELECOMMUNICATIONS/DATA CABLING SHALL BE CAT 6. FOUR SEPARATELY RECESSED FIXTURES. BALLASTS SHALL BE ELECTRONIC ( ) C. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SYSTEMS AND Q BATHROOM MIRROR LIGHT FIXTURE INDICATED ON PLANS. CONTRACTOR MAY COMBINE L ALL TELECOM/DATA CABLING, AND ELEMENTS SHALL COMPLY HIGH -POWER FACTOR CBM LABELED.=--� COMPONENTS (CABLE, PANELS, GEAR, ETC.) THAT ARE FULLY COMPLETE, B. PROVIDE PROPER TRIM PER REFLECTED CEILING PLAN OR ACTUAL CEILING I DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 42" AFF OR ABOVE COUNTER CIRCUITS INTO A COMMON HOMERUN CONSISTING OF A OPERATIONAL, FULLY SUITABLE FOR THE FACILITY, FOR THEIR INTENDED THE OWNERS TECHNOLOGY REQUIREMENTS. PRIOR TO INSTALLED " n BIDDING, CONTRACTOR SHALL CONSULT OWNER AND/OR (GROUND FAULT CIRCUif INTERRUPTED) NTL ' t;) STRIPED SHADING OR NTL DESIGNATION = NIGHT LIGHT FIXTURE MAXIMUM OF A COMMON NEUTRAL/GROUND AND (3) USf AND INSTALLATION ENVIRONMENT. AND THAT MEET ALL APPLICABLE ARCHITECT TO RECEIVE A COPY OF THE OWNER'S TECHNOLOGY C. PROVIDE NEW LAMPS IN ALL NEW FIXTURES. CODE AND AHJ REQUIREMENTS. D. PROVIDE FOUNDATIONS FOR ALL SITE LIGHTING FIXTURES/POLES AS SHALL BE CONNECTED AHEAD OF ANY CONTROL SOURCE ON THE PHASE CONDUCTORS (A, B AND C PHASE), HOWEVER, REQUIREMENT. JUNCTION BOX WITH BLANK PLATE; BRACKET INDICATES WALL D. DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE SCALED To RECOMMENDED BY MANUFACTURER. © MOUNTED SAME CIRCUIT AS THE OTHER FIXTURES IN THAT ROOM OR AREA A SEPARATE NEUTRAL SHALL BE PROVIDED FOR ALL DETERMINE EXACT LOCATIONS. VERIFY ALL LOCATIONS A REQUIREMENTS OF BOXES E. SITE LIGHTING POLE FIXTURES SHALL BE RATED FOR 120 mph WINDS WITH ; CIRCUITS SERVING COMPUTERS (DATA) CIRCUITS. I EQUIPMENT FURNISHED AND/OR INSTALLED BY OTHERS BEFORE ROUGHING 1.3 GUST FACTOR FOR 3SEC. PER FLORIDA BUILDING CODE 'FIGURE 16061. i IN A WALL OUTLET BOXES SHALL BE 4 INCH SQUARE WITH A TOTAL DEPTH OF F. SITE LIGHTING FIXTURES LOCATED BETWEEN PARKING SPACES OR SUBJECT PANELBOARD (RECESSED FLUSH/SURFACE-MOUNTED UON) SOLID -HALF SHADING INDICATES EMERGENCY LIGHT FIXTURE. SERVICING DATA IS DEFINED AS ANY RECEPTACLE NEXT I E. ELECTRICAL SYSTEMS SHALL BE INSTALLED A L INSTALLATION. LESS THAN 2-1/2 GALVANIZED PRESSED STEEL WITH PLASTER RINGS OR . I � FIXTURE SHALL BE CONNECTED AHEAD OF ANY CONTROL SOURCE TO A DATA OUTLET OR SPECIFICALLY SERVING A DATA AS COMPLETE ST 'GANG COVER, OR SIZED AS REQUIRED. TO BEING DAMAGED BY VEHICLES, SHALL BE .PROVIDED WITH 2 HIGH X 2 I PIECE OF EQUIPMENT. INCIDENTAL DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY B. WHERE MORE THAN TWO SWITCHES OR DEVICES ARE LOCATED AT ONE POINT, DIAMETER CONCRETE BASES. I - ELECTRICAL MAIN DISTRIBUTION PANELBOARD OR -- ON THE SAME CIRCUIT AS THE OTHER FIXTURES IN THAT ROOM OR FOR PROPER INSTALLATION AND OPERATION SHALL BE INCLUDED IN THE USE GANGED BOXES AND COVED. G. LIGHTING FIXTURES IN MECHANICAL ROOMS, ETC., SHALL BE COORDINATED 1 ?�� ' SWITCHBOARD AREA AND FIXTURE SHALL HAVE AN INTEGRAL EMERGENCY BALLAST WORK OF THIS CONTRACTOR. C. ALL BOXES FOR ELECTRICAL EQUIPMENT SHALL HAVE COVERS. WITH EQUIPMENT. I FOR 90 MIN OF CONTINUOUS OPERATION I A-1,3 HOME RUN TO PANEL ALL HOMERUNS SHALL BE #10 F. PREBID SURVEY. D. DO NOT INSTALL BOXES BACK TO BACK OR THROUGH WALL. OFFSET OUTLET H. LAMPS SHALL BE MANUFACTURED BY OSRAM-SYLVANIA, G.E., PHILLIPS OR I __.-_ __ �� 1. THIS CONTRACTOR SHALL SURVEY THE JOBSITE PRIOR TO » VENTURE, � COMMUNICATIONS OUTLET BOX FOR OWNER FURNISHED VOICE AND/OR DATA. AWG, 3/4 C., MINIMUM. WIRING HOME RUN: LETTER BOXES ON OPPOSITE SIDES OF WALL A MINIMUM OF 12 OR ON OPPOSITE ` ' STUB 1" C. TO CEILING CAVITY AND TERMINATE WITH PLASTIC BUSHINGS. � SOLID -HALF SHADING + HALF HATCHED OR "NTL" INDICATES INDICATES PANEL; NUMBER IS BRANCH CIRCUIT(S) SUBMITTING THEIR BID TO DETERMINE THE FOLLOWING: SIDES OF STUD IN PARTITION WALLS. WHERE BACK TO BACK BOXES CANNOT 1• BALLASTS SHALL BE MANUFACTURED BY OSRAM-SYLVANIA, a. AREAS REQUIRING DEMOLITION, TEMPORARY BE AVOIDED, PROVIDE GYPSUM BOARD BETWEEN BOXES. PROVIDE PUTTY MAGNETIC -UNIVERSAL., ADVANCE, ESI OR VENTURE. I C=MOUNTED 6" ABOVE COUNTER OR BACKSPLASH, W=WALL MOUNTED AT NTL EMERGENCY LIGHT FIXTURE. FIXTURE SHALL BE CONNECTED AHEAD POWER, RELOCATING, ETC. WHICH ARE PADS ON ALL BOXES WHERE REQUIRED PER FBC 712.3.2. J. EMERGENCY BATTERY BALLASTS SHALL BE 1400 LUMENS MINIMUM. +54" AFF - I OF ANY CONTROL SOURCE ON THE SAME CIRCUIT AS THE OTHER I GROUNDING CONDUCTOR INADVERTENTLY NOT SHOWN ON THE DRAWINGS. E. IF A K.O. IS AVAILABLE IN THE BASF JUNCTION BOX, THEN NO K. PROVIDE ADDITIONAL BALLAST IN ALL FIXTURES INDICATED ON DRAWINGS AS FIXTURES IN THAT ROOM OR AREA AND FIXTURE SHALL HAVE AN b. PROBLEMS WITH WORK SEQUENCE. TERMINATIONS ARE ALLOWED IN THE EXTENSION RINGS. BEING CONTROLLED VIA 'DUAL LEVEL SWITCHING. ! CABLE TV OUTLET BOX FOR OWNER FURNISHED CABLE TV SYSTEM. � i 2. ANY UNUSAL CONDITIONS NOT SHOWN ON THE DRAWINGS SHALL L. ALL INTERIOR LAMPS SHALL BE 3000'K, 35o0'K, 4100'K KELVIN " INTEGRAL EMERGENCY BALLAST FOR 90 MIN OF CONTINUOUS ' ---UE -------- I CONDUIT IN UNDER SLAB OR UNDERGROUND BE REPORTED TO THE ENGINEER PRIOR TO BIDDING. CONDUCT FITTINGS TEMPERATURE. COORDINATE WITH ARCHITECT FOR EXACT COLOR REQUIRED. BUSHINGS C. TO CEILING CAVITY AND TERMINATE WITH PLASTIC ; OPERATION / G. ACCEPTABLE MANUFACTURERS: THE LISTING OF A MANUFACTURER AS A. COMPRESSION TYPE STEEL OR SETSCREW TYPE STEEL SHALL BE UTILIZED. M. EMERGENCY BATTERY BALLASTS AND BATTERY OPERATED EXIT SIGNS I _. EXIT LIGHT UNIVERSAL MOUNT AS SPECIFIED IN THE FIXTURE I - - - CONDUIT CAP "ACCEPTABLE" UNDER ANY DIVISION 26 REQUIREMENTS DOES NOT IMPLY B. PROVIDE PROPER EXPANSION FITTINGS WHEN CROSSING BUILDING EXPANSION AND/OR EMERGENCY LIGHTS SHALL BE WIRED AHEAD OF LOCAL SWITCHING ' _1 AUTOMATIC APPROVAL. IT IS THE SOLE RESPONSIBILITY OF THE LINES. MEANS. O SPEAKER SCHEDULE. ARROW(S) INDICATE DIRECTION OF TRAVEL. VERIFY WITH CONTRACTOR TO ENSURE THAT ANY SUBMITTALS MADE ARE FOR j c ARCHITECTURAL FOR OPTIMUM MOUNTING LOCATION AND SINGLE OR ----P ----- ! CONDUIT FOR POWER PRODUCTS THAT MEET OR EXCEED THE SPECIFICATIONS INCLUDED HERE. WIRING DEVICES LIGHTING RELAY PANELS 3/4 PLYWOOD TELEPHONE BACKBOARD% I DUAL FACE. CONNECT FIXTURE TO SAME CIRCUIT AS NORMAL LIGHTING H. UPON COMPLETION OF THE WORK, BUT BEFORE FINAL ACCEPTANCE OF A. FOR HEALTHCARE FACILITIES, ALL DEVICES MUST MEET ALL REQUIREMENTS A. PROVIDE LIGHTING RELAY PANELS WHERE INDICATED EQUAL TO THE ' I I OF NEC ARTICLE 517, FOLLOWING TYPES: I CIRCUIT IN THAT ROOM AHEAD OF ANY CONTROL DEVICE. DOUBLE THE SYSTEM AND REQUEST FOR FINAL PAYMENT,FURNISH THE OWNER, r---" GROUND BUS ' ARROW INDICATES NON DIRECTIONAL SIGN TYPICALLY PLACED OVER � 1 FOR APPROVAL, OPERATION AND MAINTENANCE MANUALS IN LOOSE-LEAF B. WIRING DEVICES SHALL BE MFD. BY HUBBELL, BRYANT OR LEVITON. 4-POLE - INTELLIGENT LIGHTING CONTROLS, APPRENTICE-ff. I ------FA - CONDUIT FOR FIRE ALARM BINDERS. PROVIDE A MINIMUM OF 6 SETS. MANUAL SHALL INCLUDE: C. RECEPTACLES SHALL BE HEAVY DUTY DUPLEX, 2 POLE, 3W, GROUNDING, B-POLE DOUGLAS LIGHTING CONTROLS - LITE-PAK. DOORS I I 1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS 20A, 125V, DESIGNED FOR SIDE AND BACK WIRING WITH NEMA 16-POLE - DOUGLAS LIGHTING CONTROLS - LITE-PAK FOR FLOORBOX-3 GANG 3 COMPARTMENT, FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. CONFIGURATION 5-20R. DESIGN SELECTION: HUBBELL CR-5352-I. LARGER POLE REQUIREMENTS USE EXTENSION KITS: / 1 GANG FOR POWER AND 2 1 UNIVERSAL MOUNT BATTERY OPERATED EMERGENCY LIGHT FIXTURE _ 2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF D. RECEPTACLES NEXT TO DATA OUTLETS SHALL BE TVSS. DESIGN SELECTION: B. PROVIDE LOW VOLTAGE SWITCH FOR OVERRIDE. LOCATE NEAR FRONT GANGS FOR COMMUNICATIONS: WALKER WIREMOLD RFB4-4DB WITH --T - CONDUIT FOR TELEPHONE DATA / MOUNTED AT 8'-0" AFF LION. PRflVlOf INTEGRAL EMERGENCY BATTERY / EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE HUBBELL 5360-ISA. ENTRANCE UNLESS OTHER WISE NOTED. RAKMII COVERPLATE (VERIFY FLOOR COVERING AND DESIRED �==-� FOR 90 MIN OPERATION. FIXTURE SHALL BE CONNECTED TO SAME ACTIONS SHALL BE CLEARLY IDENTIFIED. E. GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES SHALL BE NEMA 5-20R C. PROVIDE PHOTO -SENSOR FOR SENSING OF NIGHT/DAY TIMES. LOCATE COVERPLATE PRIOR TO ORDERING). COORDINATE REQUIRED LIGHT CIRCUIT IN ROOM AHEAD OF ANY CONTROL DEVICE FOR CONSTANT I _ 3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AND EQUAL TO HUBBELL GFR-5352-I. EXTERIOR TO THE BUILDING PER MANUFACTURER INSTRUCTIONS. ® I — pN CONDUIT STUB DOWN AGENCY, F. SWITCHES SHALL BE HEAVY DUTY SINGLE POLE AC QUIET SWITCHES, 20 A, D. PROVIDE ADDITIONAL LOW VOLTAGE SWITCHES FROM SAME MANUFACTURER COMMUNICATIONS BRACKETS WITH OWNER AND PROVIDE THOSE POWER. VERIFY OPTIMUM MOUNTING LOCATION IN FIELD I. PROVIDE OWNER WITH A RECORD SET OF AS -BUILT DRAWINGS WITHIN 30 EQUAL TO HUBBELL CS-1221-I, CS-1223-1 (3-WAY), CS-1224-1 (4-WAY). AS INDICATED. I DESIRED BRACKETS. PROVIDE (1) 1 "C. AS A MINIMUM TO NEAREST G. OCCUPANCY SENSOR SWITCHES SHALL BE LEVITON OSSMT-MD. E. PROGRAM ALL OPERATIONS PER OWNERS OCCUPANCY SCHEDULE. INCLUDE UNIVERSAL MOUNT BATTERY OPERATED EMERGENCY LIGHT/ EXIT SIGN -__ .___._{ ; _ DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE FROM A DESIGNATED WALL AND ROUTE CONDUIT UP WALL TO ACCESSIBLE CEILING CAVITY UP CONDUIT STUB UP MARKED -UP SET OF BLUELINES INCLUDING: H. PROVIDE SMOOTH NYLON COVERS FOR ALL DEVICES. A 4-HOUR TRAINING PERIOD WITH OWNER TO PROPERLY DESCRIBE = �j ' FIXTURE MOUNTED AT 8'-O" AFF LION. PROVIDE INTEGRAL EMERGENCY COMMUNICATION OUTLETS. I 1. A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL 1. WHERE REQUIRED, PROVIDE DIMMERS ADEQUATE TO APPLICATION. OPERATION AND INSTRUCTIONS FOR SETTINGS. BATTERY FOR 90 MIN OPERATION. FIXTURE SHALL BE CONNECTED TO - --- ----- -_---- --- - --��-- -- ------ -- -- I FOR EVERY FLOORBOX SHOWING C DISTRIBUTION SYSTEM AND ACCEPTABLE SUBSTITUTIONS BY HUBBELL. FLOORBOXES MAY BE -- SAME LIGHT CIRCUIT IN ROOM AHEAD OF ANY CONTROL DEVICE FOR 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL SURGE PROTECTION DEVICES (SPD) FIRE ALARM DETECTION SYSTEM I STAMPED STEEL IF NOT IN DIRECT CONTACT WITH THE EARTH. FIRE ALARM LEGEND DISTRIBUTION. A. SERVICES 2,500AMPS AND LARGER- PROVIDE UL 1449 LISTED, 300KA SCR A. INSTALLATION SHALL BE IN ACCORDANCE WITH THE DRAWINGS, PROVIDE LAYER OF CONCRETE IF REQUIRED. OTHERWISE, IF IN CONSTANT POWER. VERIFY OPTIMUM MOUNTING LOCATION IN FIELD. J. PROVIDE TEMPORARY ELECTRICAL POWER TO JOBSITE FOR THE DURATION PER PHASE, 20KA IN, 200KAIC, TYPE 1/2 RATED SPD AT EACH SE, SPECIFICATIONS &NEC, NFPA 72, NFPA101, NFPA 90A, NFPA 13, NFPA P DIRECT CONTACT WITH EARTH, PROVIDE CAST IRON FLOORBOXES WALL SWITCH SINGLE POLE 125 277VAC 20A MOUNT 48" AFF LION ---- - -- -- - - --- - OF THE PROJECT. EMERGENCY, CRITICAL OPERATION AND INDUSTRIAL MACHINERY PANEL PER 20; FLORIDA FIRE PREVENTION CODE 2020 7 Ed.; FLORIDA BUILDING � ' / ' ' CODE 2020 7TN Ed.; FAC 61G15 FLORIDA STATE STATUTES 489 633 & 5YMBOL: DESCRIPTION: ~I K. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR ALL ELECTRICAL ITEMS. THE AND REDUNDANT MODULES NDICATOR NEC AND AS SHOWN ON DRAWINGS WITHLIGHTS AUDIBLE PER MODE�ANDRPER PHASEGE . STATE FIRE MARSHAL RULES &REGULATIONS; APPROVAL FROM THE OFFICE / ' ELECTRICAL FAN WALL SWITCH, THREE WAY, 125/27%VAC, 20A, MOUNT 48" AFF LION - - - -- - -- ------ -- - -----------i SHOP DRAWINGS SHALL BE SUBMITTED COMPLETE FOR ALL ELECTRICAL / Of THE STATE FIRE MARSHAL. THE CONTRACT DOCUMENTS SHOW MINIMUM " "3 ITEMS. INCOMPLETE SUBMITTALS WILL BE RETURNED WITHOUT BEING CONNECT TO A 3POLE, 30AMP DEDICATED CB, SUPPLED BE THE PANEL PUSH BUTTON. REMOTE SHUNT TRIP DEVICE IN BREAK GLASS WEATHERPROOF » MANUFACTURER. MODEL PQ PROTECTION PQS400. REQUIREMENTS OF THE FIRE ALARM SYSTEM. PROVIDE ADDITIONAL. FIRE � WALL SWITCH DIMMER 125 277VAC 1500W MOUNT 48 AFF LION F FIRE ALARM PULL STATION REVIEWED DI THE CONTRACTOR SHALL AGREE TO PAY THE ELECTRICAL ALARM DEVICES AS REQUIRED FOR A COMPLETE FIRE ALARM SYSTEM PER BOX ' / ' _� ENGINEER DIRECTLY AT AN HOURLY RATE OF135:00 TO REVIEW B. SERVICES UP TO 2,500AMPS- PROVIDE UL 1449 LISTED, 200KA SCR PER D MOUNTING LOCATION: WALL PHASE, 20KA IN, 20OKAIC, TYPE 1 /2 RATED SPD AT EACH SE, EMERGENCY, CODES &AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE n n SUBSEQUENT SUBMITTALS. SHOP DRAWING RE -SUBMITTALS DUE TO COMPLETE FIRE ALARM SHOP DRAWINGS SIGNED/SEALED/DATED BY A EMERGENCY PUSH BUTTON WALL SWITCH FOR LOW VOLTAGE SWITCHING SYSTEM, MOUNT 48 AFF LION MOUNTING HEIGHT: 42 AFF REJECTIONS FOR NOT SUBMITTING THE SPECIFIED ITEMS ARE ALSO CRITICAL OPERATION AND INDUSTRIAL MACHINERY PANEL PER NEC AND AS i VE L SUBJECT TO THE HOURLY REVIEW FEE. INDICATED ON DRAWINGS WITH AUDIBLE ALARM SURGE COUNTER AND REGISTERED FLORIDA PROFESSIONAL ENGINEER. 0 STATION(VISUAL) ' B. ALL WIRING & INSTALLATION SHALL COMPLY WITH NFPA 70. I MANUAL MOTOR STARTER, 125/277VAC, 20A, MOUNT 4$" AFF LION FIRE ALARM COMBINATION HORN STROBE L. PROVIDE 4" HIGH CONCRETE HOUSEKEEPING PADS FOR ALL FLOOR REDUNDANT MODULES/INDICATOR LIGHTS PER MODE AND PER PHASE. RECOMMENDATION BY MANUFACTURER'S DOCUMENTATION FOR WIRING ! M �F I MOUNTING LOCATION: WALL CONNECT TO A 3POL.E, 30AMP DEDICATED CB, SUPPLIED BE THE PANEL FUSED SAFETY (DISCONNECT) SWITCH I WALL SWITCH OCCUPANCY SENSOR SWITCH SEE OCCUPANCY SENSOR J-1.) MOUNTED ELECTRICAL. EQUIPMENT (SWITCHBOARDS, TRANSFORMERS, ETC.}: REQUIREMENTS FOR SHIELDING CERTAIN CONDUCTORS FROM OTHERS OR _ MANUFACTURER. MODEL PQ PROTECTION PQS30O,PQM20(I. MOUNTING HEIGHT: 80" AFF M. DIVISION 26 SUB -CONTRACTOR SHALL REVIEW DIVISION 15 SHOP C. PROVIDE UL 1449 LISTED, t00KA PER PHASE SCR, 20KA IN, 200KAIC, TYPE ROUTING IN SEPARATE RACEWAYS SHALL BE FOLLOWED, PROVIDED IT DOES X TOP NUMBER =FUSE RATING, BOTTOM NUMBER =DISCONNECT RATING OS 1 SCHEDULE FOR MORE INFORMATION, MOUNT 48" AFF LION I XXcd XX -DENOTES CANDELA RATING FIRE DRAWINGS AND VERIFY EQUIPMENT VOLTAGE, PHASE AND AMPS PRIOR TO NOT VIOLATE NFPA 70. 1/2 RATED SPD AT EACH ELEVATOR DISCONNECT PER NEC. MODEL PQ ROUGH -IN OF ALL EQUIPMENT. C. SYSTEM INCLUDING ALL COMPONENTS SHALL BE LISTED UNDERWRITERS USE ALL RK-1 FUSES. PROTECTION PQC200. I OCCUPANCY SENSOR, SEE OCCUPANCY SENSOR SCHEDULE FOR MORE I N. ALL EQUIPMENT, DEVICES, ETC. FURNISHED BY ELECTRICAL CONTRACTOR D. FIRE PUMP CONTROLLER SPD SHALL BE PROVIDED BY FIRE PUMP LABORATORIES, INC. (U.L) FOR THE FIRE PROTECTIVE SIGNALING PURPOSE OS I INFORMATION �F I ALARM STROBE ONLY SHALL BE U.L. LISTED (OR EQUIVALENT NATIONAL TESTING AGENCY) FOR MANUFACTURER AND COMPLY WITH NEC REQUIREMENTS. FOR WHICH USED. X SAFETY (DISCONNECT) SWITCH, NON -FUSED MOUNTING LOCATION: WALL IT'S INTENDED PURPOSE. INFORM OWNER THAT ALL OWNER FURNISHED E. PROVIDE UL 1449 LISTED, 10OKA PER PHASE SCR, 20KA IN, 20OKAIC, TYPE 1. U.L. 864 FIRE PROTECTIVE SIGNALING SYSTEMS. NUMBER = DISCONNECT RATING MOUNTING HEIGHT: 80" AFF EQUIPMENT, DEVICES ETC. MUST ALSO HAVE A U.L. LISTING (OR 1 2 RATED SPD AT EACH EMERGENCY BRANCH PANEL PER NEC AND 2. U:L 268 SMOKE DETECTORS. MASTER ENTRY STATION SWITCH FOR LIGHTING CONTROL. LEVITON XXcd / n XX -DENOTES CANDELA RATING EQUIVALENT LISTING). ADDITIONAL BRANCH PANELS AS INDICATED ON THE DRAWINGS. CONNECT TO 3. U.L. 1480 FIRE ALARM SIGNALING DEVICES. � I MODEL NO. ZMDSW/10W. MOUNT AT 48 LION A 3POtE 30AMP DEDICATED CB, SUPPLIED BY THE PANEL MANUFACTURER. D. THE FIRE ALARM SYSTEM SHALL BE A MULTIPLEX TYPE ADDRESSIBLE CB ENCLOSED CIRCUIT BREAKER IN NEMA 1 ENCLOSURE, U.N.O. I O. ALL ELECTRICAL COMPONENTS (CONDUIT, WIRE. FITTINGS, SUPPORTS, F. FOR AHCA SPD REQUIREMENTS PROVIDE THE ABOVE AND ADDITIONALLY SYSTEM. EACH FIRE ALARM DEVICE SHALL BE ANNUNCIATED AT THE FIRE WALL BOX DIMMER, 2000 WATT UNLESS NOTED OTHERWISE, iFACP� FIRE ALARM CONTROL PANEL CIRCUIT BREAKERS,LAMPS, ETC.) PROVIDED AND INSTALLED IN THIS ALARM CONTROL PANEL. - PROVIDE PQ PROTECTION POD SERIES ON ALL EXTERIOR CIRCUITS ENTERING METER SOCKET, PROVIDE PER UTILITY COMPANY PROVIDE DIMMING BALLAST FOR FLUORESCENT APPLICATIONS. PROJECT SHALL BE BRAND NEW. RE -USE OF EXISTING COMPONENTS WILL E. CONTROL PANEL SHALL BE PROVIDED WITH MODULES PROGRAMMING SPACE I M OR EXITING THE STRUCTURE. REQUIREMENTS MOUNT AT 48" LION SMOKE DETECTOR/DUCT SMOKE DETECTOR NOT BE APPROVED. FOR 8 ADDITIONAL ZONE MODULES, BATTERY BACKUP PER NFPA 72 (60 i I i S� BATTERY OPERATED AND MONITORED BY FIRE P. UTILITY COORDINATION: CONTRACTOR SHALL SUBMIT A COMPLETE SET OF MOTOR STARTERS HOURS MINIMUM - REMOTE STATION SERVICE), BYPASS SWITCHES, CPU, ALARM SYSTEM. CONSTRUCTION DOCUMENTS TO UTILITY COMPANY IMMEDIATELY AFTER A, PROVIDE STARTER OF NEMA SIZE AND VOLTAGE RATING COMPATIBLE WITH POWER SUPPLY, & AS REQUIRED PER NFPA 72. SUBMIT BATTERY I TC I TIME CLOCK I PC I PHOTOCELL RECEIVING NOTICE TO PROCEED OR PRIOR TO ANY SITE OR BUILDING MOTOR. CALCULATIONS WITH SHOP DRAWINGS. 1 1 ROUGH -IN. COORDINATE EASEMENT LOCATIONS BETWEEN OWNER AND B. MANUFACTURERS SHALL BE EATON, SQUARE 'D' OR SIEMENS. F. ALL FIRE ALARM SYSTEM WIRING SHALL BE PER MANUFACTURER'S R I TRANSFORMER (NON -UTILITY- -) NUMBER I CARBON MONOXIDE DETECTOR, BATTERY I UTILITY COMPANY. VERIFY WITH UTILITY COMPANY: PROPOSED VOLTAGE, C. AC FRACTIONAL HORSEPOWER MANUAL STARTERS, 2 POLE, SIZE AND RATING RECOMMENDATIONS & SHALL MEET REQUIREMENTS OF ARTICLE '760 OF 3 �A 1 INDICATES KVA, EX: 45=45 A PC LIGHTING CONTACTOR OPERATED AND MONITORED BY FIRE ALARM PHASE, POLE/PAD-MOUNT TRANSFORMER LOCATIONS, CT CABINET AS REQUIRED. EQUIP WITH MANUALLY OPERATED TOGGLE -MECHANISMS; & THE NATIONAL ELECTRICAL CODE. STUB »C. FROM DEVICE BACKBOX 4 SYSTEM. I' REQUIREMENTS, METERING, UTILITY PRIMARY ROUTING AND CONDUIT WITH ONE PIECE MELTING ALLOY TYPE THERMAL UNITS, GREEN PILOT LIGHT, TO ACCESSIBLE CEILING CAVI Y &TERMINATE WfCH PLASTIC BUSHINGS. �rr ~� , _ j REQUIREMENTS, ETC. &SWITCH CAPABLE OF BEING PAD -LOCKED OFF. ENCLOSE STARTER IN WIRING NOT IN CONDUIT SHALL BE ROUTED NEATLY & PERPENDICULAR TO 1 -� I TRANSFORMER J LIGHTING CONTROL RELAY PANEL Q. AFFIX PERMANENT ARC -FLASH AND AVAILABLE FAULT CURRENT LABELS TO NEMA TYPE 1 ENCLOSURE. SQUARE 'D' TYPE 'F'. BUILDING COLUMN LINES. SUPPORT IN ACCORDANCE WITH NEC &NFPA 72. li ' (UTILITY) LCP ALL APPLICABLE ELECTRICAL EQUIPMENT IN COMPLIANCE WITH 2O14 NEC G. ALL WIRING SHALL BE COLOR -CODED AS FOLLOWS: A-_ j. ; ' D. MANUAL MOTOR STARTING SWITCHES, 2 POLE, TOGGLE TYPE WITHOUT ARTICLE 110. 1. AUDIBLE SUAL ALARM (HORN/STROBE) SIGNALING -BLUE &RED. r- --i------___-__----_--___._--------.�.----._.-__---- _ -------- _ _---_._.---._ _ ..__ ..._._.__ - -_ __._. __.-.--------.------_-_-�_ _...___.___. _____--.._.-----.__- _-_-__._T _... ._._ _.-__---- _-- ---__-----___.__--____-- -- -� OVERLOAD PROTECTION, SIZE & RATING AS REQUIRED. NEMA 1 ENCLOSURE AUDIBLE/VISUAL NOT ALL SYMBOLS ARE USED IN EVERY DESIGN R. PRIOR TO FINAL INSPECTION, CONTRACTOR SHALL PROVIDE FUNCTIONAL WITH SWITCH TOGGLE GUARD WITH OFF LOCK -OUT FEATURE SQUARE 'D' 2. ZONE INITIATING -YELLOW & BROWN. I-----�--.----,-,-------..----------.-,--",-,--,-__--.._.---.__------__-_--------------------------__._ __...-----_._--------------__- _ TESTING RESULTS SHOWING THAT TLIGHTING SYSTEMS COMPLIES WITH FBC TYpf 'K• 3. SHUT -DOWN RELAYS -ORANGE (NON -POLARIZED); ORANGE WITH )- -- ---------_�.------,__-- ----- _. __._._ ____-- -- _----_.._-T _. - CHAPTER 4 SECTION C408.3.1 E. MEGGER CHECK PHASE -TO -PHASE & PHASE -TO -GROUND INSULATION PHASE TAPE (POLARIZED). I __ ___ _ABBREVIATIONS S. CONTRACTOR TO PROVIDE OWNER, WITHIN 90 DAYS, WITH CERTIFICATION LEVELS. DO NOT MEGGER CHECK SOLID-STATE EQUIPMENT. TEST EACH 4. DOOR HOLDERS -GRAY. A -AMPERES LV -LOW VOLTAGE IMAGING EQUIPMENT NOTES THAT LIGHTING CONTROL SYSTEM MEETS FBC CHAPTER 4 SECTION MOTOR & RECORD NAMEPLATE DATA, OVERLOAD RELAY EQUIPMENT, 5. 24V POWER -BLACK & WHITE. AC —ABOVE CEILING MCB —MAIN CIRCUIT BREAKER A. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE IMAGING EQUIPMENT VENDOR PLANS C408.3.2. PROTECTIVE RELAY SETTING, VOLTAGE &CURRENT PHASE READINGS & H. CONTROL WIRING TO THE AIR HANDLING SHUTDOWN RELAYS SHALL BE AND/OR DETAILS; AND THEY ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL KNOWLEDGE OF THE DIRECTION OF ROTATION. SUPERVISED FROM THE FIRE ALARM CONTROL PANEL TO THE RELAY COIL AF -AMPERE FRAME MIN - MINIMUM WORK ASSOCIATED WITH THE INSTALLATION OF THE IMAGING EQUIPMENT, IT IS NOT INTENDED TO ELECTRICAL IDENTIFICATION F. MAGNETIC COMBINATION NON -REVERSING STARTERS WITH CIRCUIT BREAKERS. PER NFPA 101, CHAPTER 7-6.5. LOCATE SHUTDOWN RELAY WITHIN 3' OF AFCI — ARC FAULT CIRCUIT INTERRUPTER MLO - MAIN LUGS ONLY INDICATE ALL WIRING, CONNECTIONS, J-BOXES, SWITCHES, ETC, OR ANCILLARY COMPONENTS REQUIRED EQUIP STARTERS WITH BLOCK TYPE MANUAL RESET OVERLOAD RELAYS. AIR HANDLING UNIT MOTOR STARTER. AFF - ABOVE FINISHED FLOOR MTG - MOUNTING ' PR CO UCTOR IDENTIFICATION B £ A. PROVIDE CABLE/ ND i FI TION BANDS. FOR INSTALLATION. ALL EQUIPMENT SHALL BE INSTALLED PER THE OWNER APPROVED MANUFACTURER'S B. PROVIDE ENGRAVED PLASTIC LAMINATE SIGNS, WHITE LETTERING ON A PROVIDE ONE NORMALLY OPEN & TWO NORMALLY CLOSED AUXILIARY 1. PERFORM AND DOCUMENT TESTS REQUIRED BY THE EQUIPMENT AIC -AMP INTERRUPTING CAPACITY NA -NOT APPLICABLE INSTALLATION DRAWINGS. INSTALLATION SHALL BE COORDINATED IN FIELD WITH IMAGING EQUIPMENT BLACK BACKGROUND, FOR EACH UNIT OF THE FOLLOWING CATEGORIES OF CONTACTS. PROVIDE MINIMUM 50VA CONTROL VOLTAGE TRANSFORMER WITH MANUFACTURER & NFPA 72. PERFORM SMOKE DETECTOR SENSITIVITY TESTS ALT - ALTERNATE NAC - NOTIFICATION APPLICANCE MANUFACTURER. ELECTRICAL WORK: SWITCHBOARDS, MOTOR STARTERS, TRANSFORMERS, VOLTAGE AS REQUIRED BUT NOT TO EXCEED 12OV. PROVIDE ENCLOSURE IN ON ALL SMOKE DETECTORS AND PERFORM DIFFERENTIAL PRESSURE TESTS B. IT MIS THE INTENTION OF THESE DRAWINGS THAT ALL WORK LABOR, MATERIALS, ETC.) REQUIRED FOR A PANELBOARDS, DISCONNECTS, AND JUNCTION BOXES. NAME PLATES SHALL SIZE & NEMA RATING AS REQUIRED. EQUIP WITH PHASE FAILURE, ON ALL DUCT DETECTORS. PROVIDE A COPY OF TEST RESULTS TO I AT - AMPERE TRIP CIRCUIT COMPLETE AND OPERATIONAL SYSTEM SHALL BE PROVIDED. UNDERVOLTAGE & PHASE UNBALANCE RELAY PROTECTION. PROVIDE ENGINEER FOR REVIEW. AUTO - AUTOMATIC NC - NORMALLY CLOSED I IDENTIFY PANEL DESIGNATION (NAME), VOLTAGE, PHASE AND WIRE C. EQUIPMENT MANUFACTURER SHALL SUPPLY FIXED LENGTH CABLES, WHEREBY ALL MEASUREMENTS SHALL CONFIGURATION. OPERATING HANDLE FOR DISCONNECT SWITCH MECHANISM WITH INDICATION & J. PROVIDE ANY ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE AWG - AMERICAN WIRE GAUGE NO -NORMALLY OPEN CONTROL OF SWITCH POSITIONWITH ENCLOSURE DOOR EITHER OPENED OR FIRE ALARM SYSTEM CONFORMING TO ALL CODES. BE DETERMINED FROM ELECTRICAL TROUGH RUNS INDICATED ON THE DRAWINGS.. CONTRACTOR MAY USED , C. UNDERGROUND CABLE/CONDUIT IDENTIFICATION PLASTIC LINE MARKERS BATT - BATTERY OFCI -OWNER FURNISHED CONTRACTOR EXISTING TROUGHS AFTER PROPERLY TESTING, INSPECTING AND DETERMINING THEY ARE SUITABLE FOR CLOSED, CAPABLE OF BEING LOCKED IN OFF POSITION, WITH A PADLOCK. K. PROVIDE LOCKBOX WITH MONITOR MODULE & TAMPER AS REQUIRED PER SHALL BE PROVIDED THE CONTINUOUS TRENCH LENGTH. SQUARE 'D' CLASS 8539. AUTHORITY HAVING JURISDICTION, MOUNT AT 8'-9" AFF. BLDG -BUILDING INSTALLED REUSE. ANY CHANGES TO EQUIPMENT PLACEMENT OR TROUGH ROUTINGS AT JOB SITE WILL CAUSE THE L. PROVIDE EGRESS DOOR RELEASE RELAYS, & CONNECT ALL EXIT DOOR C -CONDUIT OFOI -OWNER FURNISHED OWNER DELIVERY OF INACCURATE AND ERRONEOUS CABLE LENGTHS. THIS MAY RESULT IN ADDITIONAL COST FOR CONDUIT & RACEWAYS LOCKS TO FIRE ALARM SYSTEM AS REQUIRED PER COPES FOR SECURITY CFCI -CONTRACTOR FURNISHED,REPLACEMENT CABLES AND DELAY EQUIPMENT INSTALLATION. COORDINATE PLACEMENT OF ALL INSTALLED A. CONTRACTOR SHALL SELECT CABLE TYPES THAT MEETS ALL NEC AND AHJEQUIPMENT WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. REQUIREMENTS FOR FACILITY TYPE AND INSTALLATION ENVIRONMENT. SYSTEM DOOR RELEASE, ETC. CONTRACTOR INSTALLED P - POLE M. FIRE ALARM CONTROL PANEL SHALL BE COMPLETE WITH ALL MODULES D. THE FOLLOWING MUST BE PERFORMED/PROVIDED AS REQUIRED: B. MINIMUM SIZE CONDUIT SHALL BE 3/4". DOES NOT APPLY TO MC CABLE. I CLG - CEILING PC - PHOTOCELL D.A. REDUNDANT GROUNDING FOR THE PATIENT CARE AREA VIA THE RACEWAY SYSTEM. THE EQUIPMENT BATTERIES, ETC. FOR FUTURE TENANT BUILDOUTS. INCLUDE FOR EACH C. CONDUIT SHALL BE MC CABLE, ELECTRICAL METALLIC TUBING, OR RIGID CT -CURRENT TRANSFORMER PF - POWER FACTOR MUST BE FASTENED TO THE RACEWAY SYSTEM OR BE BONDED TO THE RACEWAY SYSTEM BY THE GALVANIZED STEEL CONDUIT. SCHEDULE 40 PVC CONDUIT IS ALLOWED FOR TENANT SPACE: (2) PULL STATIONS, (2) AHU DUCT SMOKE DETECTORS, DC -DIRECT CURRENT PH -PHASE USE OF FLEXIBLE METAL CONDUIT OR BONDING STRAPS. CONDUITS N/UNDER THE SLAB AND UNDERGROUND. ALL CONDUIT SHALL SHUT -DOWN RELAY, (8) AUDIO/VISUAL DEVICES. � D.B. SEPARATE RACEWAYS OR CONTINUOUS BARRIERS FOR THE SEPARATION OF INTERCONNECTING N. PROVIDE CONNECTION TO ALL ELECTRONICALLY MONITORED FIRE DISC - DISCONNECT PT - POTENTIAL TRANSFORMER BE CONCEALED. CABLES PER VOLTAGE RATING AND CLASS. POWER AND CLASS 1 CIRCUIT WIRING SHALL BE ROUTED I EXTINGUISHERS AS A 'TROUBLE SIGNAL'. EMT - ELECTRICAL METALLIC TUBING RAC - RELEASING APPLIANCE CIRCUIT D. COORDINATE ROUTING (LOCATION) OF CONDUIT WITH HVAC DUCTWORK, TOTALLY SEPARATE FROM CLASS 2 AND 3 CIRCUIT WIRING. PROVIDE A CHART AND/OR WIRING PLUMBING PIPING AND SPRINKLER PIPING. ETD -EXISTING TO BE DEMOLISHED REC -RECEPTACLE DIAGRAM WITH MARKED CABLES TO FACILITATE VERIFICATION OF THIS REQUIREMENT. THIS CHART E. SECURE CONDUIT IN PLACE WITH CORROSION -PROOF ALLOY STRAPS AT ETR - EXISTING TO REMAIN RMC - RIGID METALLIC CONDUIT MUST BEDEVELOPED BY THE EQUIPMENT MANUFACTURER'S ENGINEERING DEPARTMENT. SPACINGS AS REQUIRED BY N.E.C. CONDUIT SHALL BE SECURED TO i FACP - FIRE ALARM CONTROL PANEL SCA - SHORT CIRCUIT AMPS E. ALL RADIOLOGY EQUIPMENT SHALL BE TESTED AND RECORDED FOR CHASSIS LEAKAGE IN ACCORDANCE BUILDING STRUCTURE. I FDR FEEDER SCCR - SHORT CIRCUIT CURRENT RATING I WITH NFPA 99, SECTION 8-4.1.3.4. PROVIDE A WRITTEN REPORT, SIGNED, SEALED AND DATED BY THE F. INSTALL FLEXIBLE STEEL CONDUIT NOT OVER 3' LONG TO MOTORS, FLA -FULL LOAD AMPERES SDCM STANDARD DEVIATION COLOR PERSON SUPERVISING THE TEST FOR EACH PIECE OF EQUIPMENT TABULATION PERMITTED AND i TRANSFORMERS AND EQUIPMENT SUBJECT TO VIBRATION. RECOMMENDED. G. INSTALL LIQUID -TIGHT FLEXIBLE CONDUIT NOT OVER 3' LONG WHERE I FVNR -FULL VOLTAGE NON -REVERSING MATCHING j SUBJECT TO MOISTURE, DIRT OR FUMES: CFCI -GROUND FAULT CIRCUIT SPD -SURGE PROTECTION DEVICE 1 H. TYPE MC CABLE SHALL BE OF THE INTERLOCKING JACKET TYPE. CABLE I INTERRUPTER SWBD - SWITCHBOARD SHALL BE SUPPORTED AT NOT MORE THAN SIX-FOOT INTERVALS, AND ALL GFP - GROUND FAULT PROTECTION TR - TAMPER RESISTANT FITTINGS SHALL BE IDENTIFIED FOR USE WITH SAID CABLE. CONTRACTOR GND -GROUND TV - TELEVISION I SHALL MINIMIZE FLOOR SLAB PENETRATIONS. I HOA - HAND OFF AUTOMATIC TYP -TYPICAL I I. ALL CONDUIT RUNS SHALL BE DESIGNED TO PRESENT A NEAT AND HP - HORSEPOWER UC - UNDER COUNTER ORDERLY APPEA ISICEAUNNING LINES PARALLEL WITH BUILDING STRUCTURE OR WALLS. IMC -INTERMEDIATE METAL CONDUIT UG -UNDERGROUND J. ROOFTOP UNITS AND EXHAUST FANS ARE TO BE WIRED THROUGH THE JB - JUNCTION BOX LION - UNLESS OTHERWISE NOTED ROOF CURBS OR UTILIZE FACTORY -FABRICATED ROOF PIPING CURBS. PITCH KV - KILOVOLT UPS - UNINTERRUPTED POWER SUPPLY POCKETS ARE NOT ALLOWED. KVA - KILOVOLT -AMPERES V - VOLTAGE K. ROMEX CABLE IS NOT PERMITTED. KW - KILOWATTS VFD VARIABLE FREQUENCY DRIVE L. CONDUIT SHALL BE ROUTED PERPENDICULAR THROUGH RATED WALLS. KWH -KILOWATT HOURS W -WITH PROVIDE PROPER SLEEVES AND FIRE STFING/SEALANTS. / M. PROVIDE PENETRATIONS. TU LL APPROVED FIRE SEALS FOR ALL FIRE RATED WALL AND FLOOR LAN - LOCAL AREA NETWORK WP -WEATHERPROOF LOTO - LOCK -OUT / TAG -OUT XFMR - TRANSFORMER N. ALL COMMUNICATIONS/DATA CONDUCTORS SHOULD BE RUN IN CONDUIT LTG - LIGHTING SUITABLE FOR LOCATION. LTS - LIGHTS I 106 WEST NORTH SAY STREET 1 TAMPA, FL 33603 www.cjaegroup.com = I I I- I I I I I I I - I 1�00up I�[•7m��eirM MECHANICAL • ELECTRICAL PLUMBING 800 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 CA LIC. NO.: 31963 PHONE: (407) 260-8485 WWW.DCL-ENG.COM STAMPS AND APPROVALS `��111iI1i11/,/�/ k: • <' . *' No. 87110 • �* - *. * - _ '., S TAT •� 5. i r1�®. AL%*\ \ \\ 11 ILIA I°i 262-1 FRANCISCO CABRAL; FL No.: 87110 PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO, I DATE I DESCRIPTION SHEET TITLE 4 r r w w FAI ►f - _ M %ll" SHEET N0, E001 2 3 L! fl� C i 0 POWER AND SYSTEMS DEMOLITION PLAN SCALE: 1/4" = l'-O° GENERAL NOTES 1. FOR DEMOLISHED ELEMENTS, REMOVE ALL ASSOCIATED CONDUIT AND CABLES. 2. ELECTRICAL, COMMUNICATIONS, AND FIRE ALARM ELEMENTS ON THIS DRAWINGS ARE NOT BE A COMPLETE REPRESENTATION OF EXISTING CONDITIONS. CONTRACTOR SHALL CONDUCT A FIELD SURVEY TO ACCURATELY ESTIMATE THE EXTENT OF THE DEMOLITION WORK REQUIRED BEFORE PLACING A BID. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. CODE BLUE DEVICES ARE TO REMAIN. KEYED NOTES 1 CONTRACTOR TO VERIFY BREAKER POSITIONS ON DIAGDP BEFORE PERFORMING ANY WORK. CONTRACTOR SHALL CONSULT OWNER FOR LOCATION OF PANEL DIAGDP (NOT SHOWN ON PLANS). 106 WEST NORTH BAY STREET 1 TAMPA, FL 33603 www.cjaegroup.com MECHANICAL - ELECTRICAL • PLUMBING 800 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 CA LIC. NO.: 31963 PHONE: (407) 250-8485 WWW.DCL-ENG.COM STAMPS AND APPROVALS ��P.•V� E S4$'•'���: *' 110 * = T E OF �✓� i PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-000 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE I DESCRIPTION SHEET TITLE POWER AND SYSTEMS DEMOLITION PLAN SHEET NO. E101 I 11 I I II NLD1-65 NLDI-79 + NLD 1-80 ECLDl-53 ETR - R F Dl-81 0 EM, (��j +114" 4 I;- ETR 0 \`'�� NLD1 NLDl-63 DIAGDP 68,70,72 NLDI-61 S- 100A +66+72" *# r-,--1 A ETR T, INLLJ 1 -00 1 rr.� -9�1 I I p D T W N E L YY 0 2 V L 0 p V IL s 1iG 1E w i k-d < S F F W T 'y R'y 3 x 411Y -- D LF c "I d p'- \1--, -_ s NEW POWER AND SYSTEMS PLAN SCALE: 1/4"= V-0" T 110000 1 PANEL - ------ ECLD1 (ETR) p PANEL NLD1 (ETR) GENERAL NOTES 1. HATCH DENOTES AREAS NOT IN SCOPE. 2. REFER TO ARCHITECTURE INTERIOR ELEVATIONS TO COORDINATE EXACT PLACEMENT OF ALL DEVICES, EQUIPMENT FIXTURES, SWITCHES AND OUTLETS. 3. PROVIDE, INSTALL, AND TERMINATE ALL FIRE ALARM SYSTEMS EQUIPMENT INCLUDING, BUT 106 WEST NORTH SAY STREET I TAMPA, FL 33603 NOT LIMITED TO, RACEWAYS, WIRE CABLE, www.cjaegroup.com MODULES, RELAYS. 4. DEVICES ARE SHOWN IN APPROXIMATE LOCATIONS. COORDINATE THE EXACT LOCATIONS OF DEVICES WITH OTHER DIVISIONS AS NECESSARY PRIOR TO ROUGH -IN. 5. ALERT SYSTEM WIRING AND DEVICES TO BE INSTALLED BY CERTIFIED INSTALLER. 6. CODE BLUE DEVICES ARE TO REMAIN. 0 m RL 0 E NuAl' I N E E P Rh I 10'No G MECHANICAL - ELECTRICAL- PLUMBING KEYED NOTES 800 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 0 4" x 4" x 2" JUNCTION BOX FOR THE "X-RAY IN CA LIC, NO.: 31963 USE" WARNING SIGN. FLUSH MOUNT IN WALL PHONE: (407) 250-8485 OR CEILING. EXACT LOCATION OF FIXTURE WWW.DCL-ENG.COM AND JUNCTION BOX TO BE DETERMINED BY THE FACILITY. JUNCTION BOX FOR ONE 1-POLE, SINGLE THROW, MOMENTARY, EXPOSURE INTERLOCK SWITCH IN DOOR FRAME. SWITCH SHALL HAVE NORMALLY OPEN CONTACTS RATED AT 120VAC, 15AMPS 6" x 6" x 4" DEEP JUNCTION BOX. FLUSH MOUNTED IN WALL. CABLE ACCESS FOR MAIN POWER TO GENERATOR. 12" AFF AND PROVIDE COVER. 8"x 8" x 4" DEEP JUNCTION BOX. FLUSH MOUNT IN FINISHED CEILING. CABLE ACCESS FOR THE MAVIG AND BLUETOOH DEVICE, TWO 4" x 4"x 4" DEEP JUNCTION BOXES, FLUSH MOUNT IN FINISHED WALL. O10"x 10" x 4" DEEP JUNCTION BOX. FLUSH MOUNT IN WALL. CABLE ACCESS FOR THE VERTICAL BUCKY STAND. CONTRACTOR SHALL CONSULT OWNER FOR STAMPS AND APPROVALS LOCATION OF PANEL DIAGDP (NOT SHOWN ON PLANS). ISOLATION TRANSFORMER TO BE SIZED AND FURNISHED BY AGFA. CONTRACTOR SHALL INSTALL TRANSFORMER AS REQUIRED BY AGFA EQUIPMENT DRAWINGS. C 0 J C y``t� a• �` C.E.N S�ge�4''' N.. 87110 ST F NA /III FRANM CAM FL K No.: 87110 IL Zephyrhi*lls PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE DESCRIPTION SHEET TITLE NEW POWER AND SYSTEMS PLAN SHEET NO. El 02 J I I C I I LIGHTING DEMOLITION PLAN SCALE: 1/4" = V-0 GENERAL NOTES 1. FOR DEMOLISHED ELEMENTS, REMOVE ALL ASSOCIATED CONDUIT AND CABLES. 2. ELECTRICAL, COMMUNICATIONS, AND FIRE ALARM ELEMENTS ON THIS DRAWINGS ARE NOT BE A COMPLETE REPRESENTATION OF EXISTING CONDITIONS. CONTRACTOR SHALL CONDUCT A FIELD SURVEY TO ACCURATELY ESTIMATE THE EXTENT OF THE DEMOLITION WORK REQUIRED BEFORE PLACING A BID. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 106 WEST NORTH BAY STREET I TAMPA, FL 33603 www.cjaegroup.com MECHANICAL - ELECTRICAL- PLUMBING 800 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 CA LIC. NO.: 31963 PHONE: (407) 250.8485 WWW.DCL-ENG.COM STAMPS AND APPROVALS FRAIL CABRAL.* FL PE No.: 87110 PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST I NO. I DATE I DESCRIPTION I SHEET TITLE SHEET NO. E201 2 I I I I I BI a N �711 F] N !B a B a B a 0 O 0 - — -------- -A pi B a B a B oi I r I B b 0 0 ECL -48 ECLDI-� 0 G E.- \,,\!! [E R \ IT \\( E R x D S U\ -- \A1 \ T TT \--- W r� T E c F E Cl H NEW LIGHTING PLAN SCALE: 1/4"= V-0" LIGHTING FIXTURE SCHEDULE TYPE QTY MANUFACTURER MODEL SERIES / STYLE LAMP TYPE VOLTS INPUT WATTS REMARKS A 8 COOPER METALUX 22FP LED LED 120 38.3 22FP4240C B 9 COOPER HC6 HALO COMMERCIAL LED 120 21.1 HC620DO10-HM612840-61MDC C 1 COOPER METALUX 24FP LED LED 1 120 1 41.4 1 24FP4740C D 7\1 / h S c NN-) C L N- ES S F PANEL T,. _ _.-� NLDI GENERAL NOTES 1. HATCH DENOTES AREAS NOT IN SCOPE. 2. REFER TO ARCHITECTURE INTERIOR ELEVATIONS TO COORDINATE EXACT PLACEMENT OF ALL DEVICES, EQUIPMENT FIXTURES, SWITCHES AND OUTLETS. 3. AFTER TESTING, "X-RAY IN USE" EXISTING FIXTURE MAY BE REUSED. 106 WEST NORTH SAY STREET I TAMPA, FL 33603 www.cjaegroup.com ENU I Nm EERI NG MECHANICAL - ELECTRICAL- PLUMBING 800 HIGHLAND AVE. STE 102 ORLANDO, FL 32803 CA LIC. NO.: 31963 PHONE: (407) 250-8485 WWW.DCL-ENG.COM STAMPS AND APPROVALS %%lojll I fill// sc J C. %c 5.87110 ATE F 4�- 0 FRAICM OML; FL PE No.: 87110 19 Ar-9L 'A fiveodgah-L gm",a ffmolu%4 ii Hw Ith Zephyrhills PROJECT NAME ADVENT HEALTH ZEPHYRHILLS ROOM 6 X-RAY REPLACEMNET PROJECT LOCATION 7050 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROJECT NUMBER 2021-009 PROJECT PHASE 100% CONSTRUCTION DOCUMENTS ISSUE DATE AUGUST 18, 2021 REVISIONS LIST NO. I DATE DESCRIPTION SHEET TITLE NEW LIGHTING PLAN SHEET NO. E202