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HomeMy WebLinkAbout7050 Gall Blvd (109)Z E YI co U Q� J 9 z U v v ri N O N O N N M r -lire Am d [VI SHEET INDEX Sheet Number Sheet Name G000 COVER G001 PROJECT INFORMATION G002 IGENERALNOTES G003 I GENERAL DETAILS AND ACCESSIBILITY ARCHITECTURAL A100 LIFE SAFETY PLAN A101 SMOKE COMPARTMENT LIFE SAFETY PLAN AD101 DEMOLITION FLOOR PLAN PH001 PHASING PLANS PH002 PHASING PLANS PH003 PHASING PLANS A102 NEW CONSTRUCTION FLOOR PLAN A103 REFLECTED CEILING PLAN AND ROOF PLAN A104 FINISH PLAN AND SCHEDULE A201 ELEVATIONS A301 WALL SECTIONS A401 ENLARGED PLANS & INTERIOR ELEVATIONS A501 PARTITION TYPES & DETAILS A503 MILLWORK DETAILS A504 UL DETAILS A601 DOOR FRAME SCHEDULE AND DETAILS STRUCTURAL S001 ABBREVIATIONS, SYMBOLS AND SHEET INDEX S002 STRUCTURAL GENERAL NOTES AND WIND PRESSURE NOTES S112 NEW SLAB ON GRADE PLAN S122 MECHANICAL YARD AND FOUNDATION DETAILS PLUMBING P001 GENERAL INFORMATION -PLUMBING PD101 LEVEL 1 DEMOLITION PLAN- PHASE 1- GRAVITY PD102 LEVEL 1 DEMOLITION PLAN- PHASE 2- GRAVITY PD201 LEVEL 1 DEMOLITION PLAN- PHASE 1-PRESSURE PD202 LEVEL 1 DEMOLITION PLAN- PHASE 2- PRESSURE P101 LEVEL 1 RENOVATION PLAN- PHASE 1- GRAVITY P102 LEVEL 1 RENOVATION PLAN- PHASE 2- GRAVITY P201 LEVEL 1 RENOVATION PLAN- PHASE 1- PRESSURE P202 LEVEL 1 RENOVATION PLAN- PHASE 2- PRESSURE P301 PLUMBING DETAILS P401 PLUMBING RISER DIAGRAM P402 PLUMBING RISER DIAGRAM MECHANICAL M001 GENERAL INFORMATION-HVAC MD101 LEVEL 1 DEMOLITION PLAN- PHASE 1- DUCTWORK MD102 LEVEL 1 DEMOLITION PLAN- PHASE 2- DUCTWORK M101 LEVEL 1 RENOVATION PLAN- PHASE 1- DUCTWORK M102 LEVEL 1 RENOVATION PLAN- PHASE 2- DUCTWORK M201 LEVEL 1 RENOVATION PLAN - PHASE 1 & 2 - PIPING M221 MECHANICAL ROOF PLAN M301 MECHANICAL SCHEDULE M401 MECHANICAL DETAILS M402 MECHANICAL DETAILS M501 MECHANICAL CONTROLS SHEET INDEX Sheet Number Sheet Name ELECTRICAL E001 GENERAL INFORMATION- ELECTRICAL E002 ELECTRICAL ONE -LINE DIAGRAM ED101 LEVEL 1 DEMOLITION PLAN - PHASE 1 - POWER ED102 LEVEL 1 DEMOLITION PLAN - PHASE 2- POWER E101 LEVEL 1 RENOVATION PLAN- PHASE 1 - POWER E102 LEVEL 1 RENOVATION PLAN- PHASE 2- POWER E201 LEVEL 1 RENOVATION PLAN- PHASE 1- LIGHTING E202 LEVEL 1 RENOVATION PLAN- PHASE 2- LIGHTING E301 ELECTRICAL DETAILS E401 PANEL SCHEDULES FIRE PROTECTION FP001 GENERAL INFORMATION - FIRE PROTECTION FP101 NEW FLOOR PLAN - PHASE 1 - FIRE PROTECTION FP102 NEW FLOOR PLAN - PHASE 2 - FIRE PROTECTION TECHNOLOGY T001 GENERAL INFORMATION - TECHNOLOGY TD101 LEVEL 1 DEMOLITION PLAN - PHASE 1 -TECHNOLOGY TD102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - TECHNOLOGY T101 LEVEL 1 RENOVATION PLAN - PHASE 1 - TECHNOLOGY T102 LEVEL 1 RENOVATION PLAN - PHASE 2 - TECHNOLOGY T201 TECHNOLOGY - DETAILS T202 TECHNOLOGY - DETAILS KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS 7050 Gall Blvd. Zephyrhills, FL 33541 CONSTRUCTION DOCUMENTS PROJECT DESCRIPTION Project Summary Phased renovation to an existing kitchen facility at the Advent Health Zephyrhills location. The project work consists of equipment and finish upgrades within the scope of work, as well as replacement of the existing HVAC ductwork and the air handler unit.The entire existing floor slab in the kitchen area will be removed and replaced so that all below ground utilities can be replace. During construction, a temporary kitchen will be set up in the Bakery & Servery while the main kitchen is shut down for renovation. Project Type Kitchen Renovation within an Institutional, 1-2 Occupancy Alteration Level 2 Project Size The Gross Square Footage within the scope of work is approximately 6,200 sq.ft. REVIEW DATE ' Y OF a o� FA D L" ILLS SAFETY E��J 41L WORK SHALL COMPLY vFFA CODES AND STAND WITH ARDS i�r��V 8.�i i►: -4c OFr-C1 �� AHCA CLIENT CODE: 23/100046-123-1 03/20/2020 IT40A!!aH 1715 N. West Shore Blvd., Suite 600 Tampa, FL 33607-3999 813-289-5550 Fax 813-289-0263 www.rsandh.com FL Cert. Nos. AAC001886 * I B26000956 EB0005620 * LCC000210 * GB238 255 S.Orange Avenue Suite 1600 Orlando, FL 32801 P 407-841-9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. THINK. LISTEN. CREATE. 504m 0226m 000 © RS&H, INC. 2 4 9 z L�3 A ARCHITECTURAL ABBREVIATIONS PLAN SYMBOLS & AND MATL. MATERIAL VIEW TITLE LEVEL HEAD @ AT MAX. MAXIMUM 0 A.B. A/C DIAMETER ANCHOR BOLT AIR CONDITIONER MECH MEP MFGR. MGR. MECHANICAL MECHANICAL. ELECTRICAL & PLUMBING MANUFACTURER MANAGER ? SCALE: ? ACT ACOUSTICAL CEILING TILE MIN. MINIMUM ROOM TAG ROOM TAG WI AREA ADJ ADJUSTABLE MISC. MISCELLANEOUS AFF ABOVE FINISHED FLOOR M.O. MASONRY OPENING A.F.S. AHU ABOVE FLOOR SLAB AIR HANDLING UNIT MOD MTL MODIFIED METAL ? ALUM ALUMINUM MWP METAL WALL PANEL LLJ ANOD. ANSI ANODIZED AMERICAN NATIONAL STANDARDS INSTITUTE NO. NUMBER APPROX. ARCH APPROXIMATE OR APPROXIMATELY ARCHITECTURE, ARCHITECTURAL N/A NFPA NOT APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION DETAIL SECTION WALL SECTION ? ? AVG AVERAGE A.W.I. ARCHITECTURAL WOODWORK INSTITUTE N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE ? B.H.M.I. BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC. O.C. ON CENTER BIM BUILDING INFORMATION MODELING O.D. OUTSIDE DIAMETER BLDG. BUILDING OFCI OWNER FURNISHED CONTRACTOR INSTALLED BUILDING SECTION CALLOUT HEAD & REGION BM. BEAM OPG OPENING B.O. BOTTOM OF OPP, OPPOSITE B.U.R. BUILT-UP ROOFING OSHA OVHD OCCUPATIONAL SAFETY AND HEALTH ACT OVERHEAD ? ? ? ? ? ? q CENTERLINE gO.T.S. CENTERLINE OF TENANT SEPARATION PDU POWER DISTRIBUTION UNIT ? ? ? C.J. CONTROL JOINT P.LAM. PLASTIC LAMINATE — — — — CLG. CLR. CEILING CLEAR PLYWD. PNL. PLYWOOD PANEL DOOR TAG WINDOW & LOUVER TAG CLO. CLOSET PR. PAIR CMU COL. CONCRETE MASONRY UNIT COLUMN PRE-FAB PSF PRE -FABRICATED POUNDS PER SQUARE FOOT O COLS. COLUMNS PSI POUNDS PER SQUARE INCH CONC. CONCRETE PT PAINT. PRESSURE TREATED CONT. CONTINUOUS PVC POLYVINYL CHLORIDE WALL & CURTAIN WALL TAG REVISION TAG D.S. DOWNSPOUT Q.T. QUARRY TILE DIA. DIAMETER DR. DTL. OR DET. DOOR DETAIL R R.A.F. RADIUS RAISED ACCESS FLOOR DWG. DRAWING R.A.G. RETURN AIR GRILLE RB RUBBER BASE EA. E.F.S. EACH EXTERIOR FACE OF SHEATHING RECEP. REF RECEPTION, RECEPTIONIST REFRIGERATOR. REFER, REFERENCE VIEW REFERENCE NORTH ARROW E.J. EXPANSION JOINT REINF REINFORCING, REINFORCEMENT ELEC. ELECTRIC, ELECTRICAL REQ'D. REQUIRED MATCHLINE ELEV. E.O.S. ELEVATION EDGE OF SLAB REV. R.D. REVISED, REVISION ROOF DRAIN SEE ?/? ENG. ENGINEER, ENGINEERING R.O. ROUGH OPENING E.P. ELECTRICAL PANEL EPDM ETHYLENE PROPYLENE DIENE MONOMER SC SEALED CONCRETE EXTERIOR ELEVATION INTERIOR ELEVATION EQ. EQUIP. EQUAL EQUIPMENT SCHED. SCW SCHEDULE SOLID CORE WOOD ? E.R.D. EMERGENCY ROOF DRAIN SECT. SECTION E.T.D. ESTIMATED TRAVEL DISTANCE S.F. SQUARE FEET ? ? ? E.W.C. ELECTRIC WATER COOLER SFRM SPRAYED FIRE RESISTIVE MATERIAL EXIST. EXISTING S.G.P. SEMI -GLOSS PAINT EXP. EXPANSION, EXPOSED SQ. IN. SQUARE INCHES EXT. EXTERIOR SHT. SHTS. SHEET SHEETS MATERIAL SYMBOLS F.D. FIRE DAMPER, FLOOR DRAIN SIM. SIMILAR FDC FIRE DEPARTMENT CONNECTION SPECS SPECIFICATIONS 1-HOUR RATED WALL 2-HOUR RATED WALL FDN. FOUNDATION S.S. SERVICE SINK FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS FEC FIRE EXTINGUISHER CABINET STD. STANDARD F.F. FINISHED FLOOR STL. STEEL F.F.E. FINISHED FLOOR ELEVATION STOR. STORAGE FHC FIRE HOSE CABINET STRUCT STRUCTURAL, STRUCTURE FIN. FLR. FINISH, FINISHED FLOOR SUSP. SQ. SUSPENDED SQUARE 3-HOUR RATED WALL SMOKE RATED WALL F.O. FACE OF F.O.B. FACE OF BRICK T&G TONGUE & GROOVE F.O.P. FACE OF POST TEL. TELEPHONE r t s o r r It t r FT. FEET TG TEMPERED GLASS FTG. FOOTING T.O.STL. TOP OF STEEL F.V. FRP FIELD VERIFY FIBER REINFORCED PANEL T.O.B. T.O.S. TOP OF BRICK, TOP OF BEAM TOP OF STEEL. TOP OF SLAB BATT INSULATION CONCRETE T.O.SH. TOP OF SHEATHING GA. GALV. GAUGE GALVANIZED T.O.W. TYP. TOP OF WALL TYPICAL o as a ° a GBF GYPSUM BOARD FURRING GL. GLASS U.L. UNDERWRITERS LABORATORIES G.P. GLOSSY PAINT U.O.N. UNLESS OTHERWISE NOTED GRAVEL EARTH GYP. GYPSUM GWB GYPSUM WALL BOARD VCT OR VT VINYL COMPOSITION TILE HB HOSE BIBB VB VAPOR BARRIER VDC VIRTUAL DESIGN & CONSTRUCTION HDW HARDWARE VERT. VERTICAL HGT. OR HT. HEIGHT VR VIRTUAL REALITY -_ - HKS HOOKS HIM HORIZ. HOLLOW METAL HORIZONTAL W/ W.C. WITH WATER CLOSET EXPOSED & FINISHED WOOD TRIM GYPSUM 1 PLASTER HVAC HEATING VENTILATION & AIR CONDITIONING WCO WALL CLEANOUT I.D. I.F.S. i.e. INSIDE DIAMETER INTERIOR FACE OF STUD THAT IS. SUCH AS WMP WD WWF WIRE MESH PARTITION WOOD WELDED WIRE FABRIC IN. INCH, INCHES YD. YARD MASONRY - CONCRETE BLOCK MASONRY - BRICK INSUL. INSULATION INT, INTERIOR JT. JOINT JAN. JANITOR JST. JOIST K.P. KICK PLATE PLYWOOD RIGID INSULATION LAM. LAMINATE LAV. LAVATORY LB. POUND LDG. LANDING LONG. LONGITUDINAL LT. LIGHT STUCCO / E.I.F.S. STEEL LTG. LIGHTING LRV. LOUVER LVT LVP LUXURY VINYL TILE LUXURY VINYL PLANK CODE SUMMARY APPLICABLE CODES 2017 FLORIDA BUILDING CODE (FBC): BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): EXISTING BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): MECHANICAL (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): PLUMBING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): ACCESSIBILITY (6TH EDITION) 2014 NATIONAL ELECTRICAL CODE 2017 FLORIDA FIRE PREVENTION CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 110, EMERGENCY & STANDBY POWER 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99, HEALTH CARE FACILITIES CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, FIRE ALARM 2017 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, ELECTRICAL 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, SPRINKLERS APPLICABLE CODES - AHCA GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES 2014 EDITION. F.A.C. 69A-60 F.A.C. 69A-3.012 INTERIOR RENOVATION TO EXISTING HOSPITAL KITCHEN AND FOOD SERVERY AREA. OCCUPANCY CLASS INSTITUTIONAL GROUP, 1-2 (FBC, SECTION 308) CONSTRUCTION TYPE - (EXISTING: NO CHANGE TYPE IB, SPRINKLERED PER TABLE 601 (EXISTING - NO CHANGE) BUILDING HEIGHT - (EXISTING: NO CHANGE) AREA OF WORK IN SCOPE: 6,200 S.F. OCCUPANCY LOADS 1ST FLOOR IN SCOPE: (KITCHEN - FBC TABLE 1004.1.2) 6,200 S.F./ 200 S.F. PER OCCUPANT = 31 OCCUPANTS EGRESS WIDTH SEE OCCUPANCY AND EGRESS CHART, SHEET A100 (EXISTING - NO CHANGE) FIRE PROTECTION THE BUILDING IS FULLY SPRINKLERED PER NFPA 13. SEE GENERAL FIRE SPRINKLER NOTES, SHEET G002. THE BUILDING WILL CONTAIN A FIRE ALARM SYSTEM CONSISTING OF HORN/STROBES PER NFPA 72. PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED PER NFPA 10. G.C. SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION PER 2010 FFPC. TRAVEL DISTANCES (PER TABLE 1016.1 MAXIMUM ALLOWABLE TRAVEL DISTANCE IS 200 FT. MAXIMUM PROVIDED TRAVEL DISTANCE IS 127 FT. MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL IS 75 FT. MAXIMUM PROVIDED COMMON PATH OF TRAVEL IS 32 FT. VICINITY MAP Fort King Acres ARSOP RIDG . a,lverado Golf & ountry Club betnair Acres c�•,lr <'lul, Zephyrhills West STADIUM PARK I ilani 4i'd PINE GROVE ,a• ADDITION i9 ZeAyrhills ZEPHYR OASIS ` / 7ephyrh,tls Municipal Ampor 101 Zephyrhills Satoh LOCATION MAP mars.:: Stab AoiQ ., arrYfit� �IwnMAW t2 OF ;r SITE MAP ARCHITECT TRUE NORTH RS&H, INC. 1715 N. WESTSHORE BLVD SUITE 600 TAMPA, FL. 33607 PHONE: (813) 289-5550 Ayr Krusen Park Zephyrhills C,ryry Golf Course ZEPHYR PINES 1 Ilrn,la ►1¢spSal ZrpiryMalla ' rule ��t' 71 PROJECT ADDRESS: 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 PROJECT TEAM S./M./E./P./F.P. ENGINEERING: TLC 255 S. ORANGE AVE., SUITE 1600 ORLANDO, FL 32801 PHONE: (407) 841-9050 WrA, AW t zalaw.xr/ ME RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 ` IB26000956 5620 # LCC000210 ` GB238 .Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL �P�E 0F•F�D��O JAR95652 D�gaa:�y signed by Yoo-Jin Kim DN:C=US, Yoo-Jin Kim E:yoo-n.ldm®rs Jnind11KinC=HCN=Yoa ­72 20.04.08 �g z` 00' Slul'ii i I uKt I REVISIONS NO. DESCRIPTION- DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: PROJECT INFORMATION SHEET ID: G001 o%> N GO O 0 _cm M Lii 13 O U z w_ J U a V x Q Copyright © 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. I• 3 4 5 PROJECT STATUS: CONSTRUCTION DOCUMENTS I I. 1 1 1. I I -.- - 1 1 1 1111 1, LI P i!yp "I"'" I 1 1 2 1 3 4 _-I _ I I lip '-I l 5 I$] C 0 A a Cl) O W N L0 0 N 0 N a0 N M GENERAL NOTES FOR LIFE SAFETY PLANS: 1. THE EXISTING -TO -REMAIN PORTIONS OF THE LIFE SAFETY PLANS WERE PROVIDED TO THE ARCHITECT BY THE PROPERTY OWNER. RS&H, INC., TAKES NO RESPONSIBILITY FOR THEIR ACCURACY. 2. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS SOLELY TO REPRESENT THE LIFE SAFETYCOMPONENTS FOR THE PROJECT (AS INCLUDED IN THECONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC.). THE GENERAL CONTRACTOR SHALL USE THE CONSTRUCTION DOCUMENTS (NOT THE LIFE SAFETY PLANS) FOR THEIMPLEMENTATION OF THE REQUIRED LIFE SAFETY COMPONENTS INTO THE PROJECT. 3. THE CONTRACTOR SHALL ADVISE THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE SAFETY PLANS BUT HAS NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THAT THE REQUIRED VISIBILITY FOR EACH INDIVIDUALLY INSTALLED EXIT LIGHT IS NOT IN ANYWAY DIMINISHED DUE TO VISUAL INTERFERENCE CAUSED BY ANY OTHER LIGHT FIXTURE, DEVICE, SIGN, ETC. (THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT'S REFLECTED CEILING PLANS, THE ELECTRICAL DRAWINGS, THE GRAPHICS DRAWINGS, ETC.) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STENCILING EACH "WALL/PARTITION/BARRIER" CLASSIFICATION IN RED LETTERS ABOVE THE FINISH CEILING ON EACH SIDE OF ALL FIRE WALLS, RATED FIRE BARRIERS, RATED SMOKE BARRIERS, NON -RATED SMOKE PARTITIONS, ETC. GENERAL FIRE SPRINKLER NOTES:. 1. CONTRACTOR SHALL SUBMIT PLANS FOR A SEPARATE PERMIT FOR THIS WORK 2. ALL WORK SHALL COMPLY WITH THE CURRENTTLY ADOPTED VERSION OF NFPA 13 3. ALL WORK SHALL BE DONE BY A LICENSED CONTRACTOR EXPERIENCED WITH THIS TYPE OF WORK. 4. THE EXISTING SPRINKLER SYSTEM SHALL BE REUSED WHENEVER POSSIBLE. NEW HEADS SHALL BE PROVIDED AT LOCATIONS AS REQUIRED. 5. CONTRACTOR TO PROVIDE TEMPORARY FIRE PROTECTION OF BUILDING AS REQUIRED. 6. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW, INCLUDING PIPING, PROPOSED LOCATIONS, AND NEW SPRINKLER HEADS, AT ALL LOCATIONS. PROVIDE SPRINKLER HEADS TO MATCH EXISTING HEADS, IF APPLICABLE. GENERAL NOTES C� DEMOLITION FOR PLANS, 1. COMPLY WITH NEW CONSTRUCTION AND RCP REQUIREMENTS OF THE GENERAL NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE DEMOLITION FLOOR PLANS. 2. THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS PROVIDED TO THE ARCHITECT/ENGINEER BY THE OWNER, AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO EXISTING FIELD CONDITIONS AND THEN IMMEDIATELY NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS. 3. IF ANY EXISTING FIREPROOFING AND/OR RATED ASSEMBLIES (WHICH ARE SUPPOSED TO REMAIN) ARE DAMAGED DURING DEMOLITION, THEY SHALL BE REPAIRED TO CONFORM TO THE ORIGINAL FIRE PROTECTION REQUIREMENTS. ALSO, THE INTEGRITY OF EXISTING RATED FLOOR, WALL, BARRIER AND ROOF ASSEMBLIES (WHICH ARE SUPPOSED TO REMAIN) SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE: AS APPLICABLE, CONTACT ARCHITECT TO VERIFY TESTED ASSEMBLIES TO BE USED FOR REPAIRS.) 4. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL SHALL INCLUDE MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CABINET WORK, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHMENTS AS REQUIRED. AFTER REMOVAL, REPAIR HOLES IN EXISTING -TO -REMAIN FLOORS, WALLS, BARRIERS AND ROOFS TO COMPLY WITH ORIGINAL FIRE, SMOKE AND SOUND ASSEMBLIES, FIRE PROTECTION REQUIREMENTS, AND STRUCTURAL INTEGRITY. PREPARE SURFACES TO RECEIVE NEW FINISH PER INTERIOR DESIGN DRAWINGS AND SPECIFICATIONS. (WHERE NEW FINISH IS CALLED FOR ON AN EXISTING SURFACE, REMOVE THE EXISTING FINISH AND PREPARE EXISTING SURFACE TO RECEIVE THE NEW FINISH.) 5. SEE MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL AND DRAWINGS FOR DEMOLITION OF UTILITIES. 6. AT ALL WALLS/PARTITIONS/BARRIERS, FLOORS AND ROOFS WHICH ENCLOSE OR TOUCH SPACES WHERE WORK IS BEING PERFORMED AS A PART OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY THAT THIS EXISTING CONSTRUCTION (INCLUDING DAMPERS, DUCT PENETRATIONS, DOORS, WINDOWS, FRAMES, ETC.) MEETS THE FIRE, SMOKE AND SOUND ASSEMBLY RATINGS DESIGNATED ON THESE DRAWINGS. THE CONTRATOR SHALL ALSO MAKE ANY REPAIRS AND/OR MODIFICATIONS NECESSARY TO BRING THE EXISTING CONSTRUCTION (INCLUDING DAMPERS, DUCT PENETRATIONS, DOORS, WINDOWS, FRAMES, ETC.) UP TO THE PROPER INDICATED FIRE, SMOKE AND SOUND ASSEMBLY RATINGS. DOORS, WINDOWS AND FRAMES WHICH DO NOT MEET THE REQUIREMENTS OF THE DESIGNATED WALL/PARTITION/BARRIER ASSEMBLIES (INCLUDING PROPER LABELS) SHALL BE REPLACED. THE GENERAL CONTRACTOR SHALL DESIGNATE AN ALLOWANCE FOR THIS WORK. 7. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION. 8. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. 9. THE CONTRACTOR SHALL NOT CUT EXISTING OR NEW STRUCTURAL WORK IN ANY MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED IN ADVANCE FROM THE ARCHITECT. 10. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ANY HAZARDOUS MATERIAL, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT IN WRITING. NOTE: REMOVAL, DISPOSAL AND REPLACEMENT OF THE HAZARDOUS MATERIAL IS THE SOLE RESPONSIBILITY OF THE OWNER. 11. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING -TO -REMAIN MATERIALS AND FINISHES (CEILING GRID, CEILING TILE, GYPSUM BOARD, FINISHES, DOORS, WINDOWS, FRAMES, WALL PROTECTION, ETC.) WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. 12.THE CONTRACTOR SHALL COORDINATE ALL ICRA REQUIREMENTS WITH THE OWNER. 13.ALL WORK TO BE COMPLETED OUTSIDE THE AREA OF CONSTRUCTION SHALL BE ISOLATED TO PORTABLE "DUST -BUGGIES" OR WORK BOOTHS. 14.SEAL ALL EXISTING AND ABANDONED PIPE OR CONDUIT PENETRATIONS IN ACCORDANCE WITH THE APPROPRIATE U.L. DESIGN. 15.BUNDLE TIE AND INDEPENDENTLY SUPPORT ALL NEW AND EXISTING LOW VOLTAGE CABLING ABOVE THE CEILING. 16.REMOVE ALL EXISTING ABANDONED CEILING MOUNTED HANGER WIRES, SUPPORT BRACKETS, HANGER RODS, AND MOUNTING STRAPS. 17.IN ACCORDANCE WITH NFPA 51B AND NFPA 601, THE CONTRACTOR SHALL OBTAIN A HOT WORK PERMIT PRIOR TO BEGINNING ANY WELDING, CUTTING, BRAZING, GRINDING OR OTHER ACTIVITIES THAT GENERATES SPARK CAPABLE OF CAUSING COMBUSTION. 18.AS REQUIRED BY NFPA, REMOVE ALL FLAMMABLE ITEMS, INCLUDING BUT LIMITED TO COMPRESSED AIR AND GAS CANS OR CYLINDERS (I.E. BRAZING, ACETYLENE, PROPANE TANKS, PAINT CANS, LUBRICANTS, ETC.) FROM THE JOB SITE WHEN THE PROJECT HAS BEEN VACATED BY CONSTRUCTION PERSONNEL AND DURING THE TIME THE FIRE ALARM SYSTEM AND FIRE SUPPRESSION SYSTEM IS INACTIVE. 19. ALL MODIFICATIONS TO THE FIRE ALARM OR FIRE SPRINKLER SYSTEM, INCLUDING AUDIOVISUAL COMMUNICATION DEVICES, SHALL BE DEFERRED TO THE CITY UNDER SEPARATE SUBMITTAL. 20. REMOVE PORTION OF EXISTING SLAB AS REQUIRED TO INSTALL NEW PLUMBING. COORDINATE WITH PLUMBING DRAWINGS. i GENERAL NOTES FOR NEW CONSTRUCTION AND DIMENSION PLANS. 1. COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE NEW CONSTRUCTION AND DIMENSION FLOOR PLANS: A. "GENERAL NOTES" ON THIS SHEET B. "GENERAL NOTES FOR DEMOLITION PLANS" ON THIS SHEET C. "GENERAL NOTES FOR REFLECTED CEILING PLANS" ON THIS SHEET 2. EXISTING -TO -REMAIN PARTITIONS/BARRIERS, DOORS, WINDOWS, PLUMBING FIXTURES, CABINETWORK/CASEWORK, EQUIPMENT, ETC., ARE "SCREENED -BACK" AND ON NEW CONSTRUCTION AND DIMENSION PLANS ARE INDICATED BY SOLID LINES. REFER TO DEMOLITION FLOOR PLANS FOR EXTENT OF "EXISTING -TO -BE -REMOVED". 3. ITEMS DENOTED ON THE NEW CONSTRUCTION FLOOR PLANS WITH A DASHED LINE OR DOTTED LINES ARE BEING FURNISHED BY THE OWNER OR INDICATE ITEMS OVERHEAD. (COMPLY WITH THE REQUIREMENTS OF "GENERAL NOTES" ON NOTES AND ABBREVIATIONS SHEET) 4. SEE REFLECTED CEILING PLANS FOR LOCATIONS OF GYPSUM BOARD FURR DOWNS AND SOFFITS. 5. REFER TO THE A-500 SERIES FOR DETAILS WHICH APPLY TO THE FLOOR PLANS. 6. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR FINISHES AND FOR LOCATIONS OF ACCENT WALLS AND WALL PROTECTION. 7. PROVIDE 5/8 INCH TYPE "X" GLASS MAT PAPERLESS INTERIOR GYPSUM BOARD AT WET LOCATIONS. 8. WHERE DEMOLITION OF CERTAIN ITEMS RESULTS IN UNPROTECTED OPENINGS OR PENETRATIONS IN EXISTING -TO -REMAIN FLOORS, WALLS, CEILING, ROOFS, ETC., REPAIR SUCH OPENINGS AND PENETRATIONS AS REQUIRED TO MEET ORIGINAL FIRE PROTECTION, SOUND AND STRUCTURAL REQUIREMENTS. 9. FOR ADDITIONAL DIMENSIONING, COMPLY WITH REQUIREMENTS ON ENLARGED PLANS, WALL SECTIONS, INTERIOR ELEVATIONS, PLAN DETAILS AND SECTION DETAILS. 10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT IN WRITING PRIOR TO CONTINUING WITH CONSTRUCTION. 11. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE: TO FACE OF STUD AT METAL STUD PARTITIONS/BARRIERS OR TO OUTSIDE FACE OF EXISTING WALLS. EXTREMELY CRITICAL MINIMUM DIMENSIONS MAY BE INDICATED AS "MINIMUM", "CLEAR", OR "MINIMUM CLEAR". 12. CRITICAL NOTE: THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE THICKNESSES OF THE SCHEDULED FINISH MATERIALS PRIOR TO "LAYING OUT" METAL STUD PARTITIONS/BARRIERS, SINCE THE TOTAL "OUT -TO -OUT" WALL THICKNESS MUST BE CONSIDERED SO THAT THE REQUIRED "MINIMUM FACE -OF -FINISH" AND "MINIMUM CLEAR FACE -OF -FINISH" DIMENSIONS CAN BE MAINTAINED AFTER THE INSTALLATION OF THE FINISH MATERIALS. 13. INTERIOR METAL STUD PARTITIONS/BARRIERS SHALL BE CONSTRUCTED OF 3 5/8" (MINIMUM) METAL STUDS (OR AS SHOWN BELOW) UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL ALSO COMPLY WITH U.L. DESIGN NO. U444 OR U458 AT RATED PLUMBING WALLS/BARRIERS. 14. WHERE NEW GYPSUM BOARD PARTITIONS/BARRIERS ARE A CONTINUATION OF AN EXISTING WALL OR COLUMN ENCASEMENT, THE FACE OF NEW GYPSUM BOARD SHALL BE ALIGNED WITH FACE OF EXISTING SURFACE. WHERE A ONE -HOUR RATED BARRIER OR A NON -RATED PARTITION IS SHOWN AS A CONTINUATION OF A TWO-HOUR RATED BARRIER OR COLUMN ENCASEMENT, THE OUTSIDE FACE OF THE GYPSUM BOARD SHALL BE ALIGNED. STUDS SHALL BE OFFSET AND/OR ADDITIONAL LAYERS OF GYPSUM BOARD SHALL BE PROVIDED (AS REQUIRED TO PROVIDE FACE ALIGNMENT OF GYPSUM BOARD) WHILE MAINTAINING THE REQUIRED RATED INTEGRITY. 15. TYPICAL PARTITION TYPE IS "A" UNLESS OTHERWISE NOTED. 16. PATCH ANY EXISTING TO REMAIN WALLS AND RESKIM/REFINISH WALL SURFACE. REPAINT ANY EXISTING TO REMAIN WALLS, HOLLOW METAL DOOR FRAMES AND TRIM. GENERAL NOTES FOR REFLECTED CEILING PLANS: 1. COMPLY WITH THE FOLLOWING NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE REFLECTED CEILING PLANS: A. "GENERAL NOTES" ON THIS SHEET B. "GENERAL NOTES FOR DEMOLITION PLANS" ON THIS SHEET C. "GENERAL NOTES FOR NEW CONSTRUCTION AND DIMENSION PLANS" ON THIS SHEET 2. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE REFLECTED CEILING PLANS WITH: ELECTRICAL'S LIGHTING, SYSTEMS AND COMMUNICATIONS DRAWINGS; MECHANICAL'S SUPPLY, RETURN AND EXHAUST DRAWINGS; AND FIRE PROTECTION'S DRAWINGS IF APPLICABLE. THE CONTRACTOR SHALL THEN IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY ERROR, INCONSISTENCY OR OMISSION THAT IS DISCOVERED. 3. SEE ELECTRICAL, COMMUNICATION, SECURITY AND FIRE PROTECTION DRAWINGS FOR LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS, COMMUNICATION DEVICES, FIRE ALARM DEVICES, SECURITY DEVICES, ETC. 4. ONLY CEILING MOUNTED EXIT LIGHTS ARE SHOWN ON THE REFLECTED CEILING PLANS. SEE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED EXIT LIGHTS. (NOTE: THE BOTTOM OF EXIT LIGHTS SHALL BE A MINIMUM OF T-0" CLEAR AFF.) 5. SPRINKLER HEADS: A. THE SPRINKLER HEADS ARE NOT SHOWN ON THE REFLECTED CEILING PLANS. REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. B. THE CONTRACTOR SHALL RELOCATE AND/OR INSTALL SUFFICIENT HEADS IN ALL SPACES TO PROVIDE COMPLETE (100%) AUTOMATIC SPRINKLER COVERAGE AS DEFINED IN NFPA STANDARD 13, - FIRE SUPPRESSION AND AS SHOWN ON THE FIRE PROTECTION DRAWINGS. C. NEITHER SPRINKLER HEADS OR CONCEALED SPRINKLER HEAD COVERS ARE ALLOWED TO BE PAINTED. THE CONTRACTOR SHALL VERIFY THAT ANY SPRINKLER HEADS THAT ARE ACCIDENTALLY PAINTED ARE REMOVED FROM THE SITE AND REPLACED WITH NEW ONES. 6. THE CONTRACTOR SHALL ADVISE THE OWNER AND TENANTS THAT AN 18 INCH MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE EXTENDED (DROP DOWN) SPRINKLER HEADS AND THE TOP OF ANY FILES, SHELVING, EQUIPMENT, LOCKERS, ETC., (WHETHER CONTRACTOR OR OWNERFURNISHED). THE CONTRACTOR SHALL ALSO ADVISE THE OWNER AND TENANTS THAT ITEMS SHALL NOT BE PLACED OR STORED ON TOP OF SHELVING SO THAT THIS CODE REQUIRED 18 INCH MINIMUM VERTICAL CLEARANCE WILL BE MAINTAINED. 7. PROVIDE GYPSUM BOARD FURR-DOWNS OVER ALL WALL CABINETS. SEE A-500 SERIES FOR DETAILS. 8. WHERE EXISTING LAY -IN CEILING GRIDS ARE REMOVED AND RE -INSTALLED, THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE THE GRID. ANY DAMAGED GRID SHALL BE REPLACED WITH NEW MATERIAL. THESE NEW MATERIALS SHALL MATCH THE EXISTING IN A UNIFORM MANNER FOR COLOR, TEXTURE, PATTERN, ETC. IF UNIFORMITY CANNOT BE ACHIEVED, THE CONTRACTOR SHALL REPLACE THE ENTIRE CEILING WITHIN THAT SPACE WITH NEW MATERIAL. THE CONTRACTOR SHALL PROVIDE NEW MATERIAL AS APPROVED BY BOTH OWNER AND ARCHITECT IN WRITING. 9. THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE ARCHITECT'S REFLECTED CEILING PLANS APPLY ONLY TO THE LIMITS OF THE ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE THE OTHER DISCIPLINES' DRAWINGS FOR THE LIMITS OF THE NEW CONSTRUCTION AND RENOVATION FOR THEIR DISCIPLINE. 10, SEE THE INTERIOR DESIGN DRAWINGS FOR THE PAINT SPECIFICATIONS AND COLORS OF PAINTED CEILINGS AND INTERIOR SOFFITS. HORIZONTAL SURFACES OF SOFFITS SHALL BE PAINTED THE SAME COLOR AS THE VERTICAL SURFACES, UNLESS NOTED OTHERWISE. 11. RECESSED CAN LIGHT FIXTURES: A. THE RECESSED CAN LIGHT FIXTURES SHALL BE CENTERED IN GYPSUM BOARD SOFFITS, U.N.O B. THE RECESSED CAN LIGHT FIXTURES SHALL BE CENTERED IN THE CEILING TILE, U.N.O. C. RECESSED CAN LIGHT FIXTURES IN A SERIES SHALL BE ALIGNED AND EQUALLY SPACED, U.N.O. GENERAL PROJE CT CT NOTES. E 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS AND GOVERNING AUTHORITIES. 2. THESE DRAWINGS ARE ISSUED IN CONJUNCTION WITH THE PROJECT MANUAL OF THE SAME DATE, TITLE AND PROJECT NUMBER AND TOGETHER ARE REFERRED TO AS "CONTRACT DOCUMENTS." 3. REFER TO ARCHITECTURAL, INTERIOR DESIGN, MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR COORDINATION OF WORK. 4. NOTES APPEAR ON A NUMBER OF DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS. REFERENCE ALL ISSUED CONTRACT DOCUMENTS TO APPLY APPLICABLE NOTES, SYMBOLS AND ABBREVIATIONS TO BUILDING COMPONENTS. 5. DO NOT SCALE THE DRAWINGS. 6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF CONDITIONS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL THE REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE OWNER AND ARCHITECT OF ANY EXISTING CONDITIONS REQUIRING INFORMATION BEFORE PROCEEDING WITH ANY WORK. 7. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO ALTERATION AND CONSTRUCTION OPERATIONS AND THEY SHALL REPAIR OR REPLACE ELEMENTS DAMAGED DURING THE PROJECT. 8. ANY UTILITY SHUT -OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK SUCH AS ELECTRICAL, GAS, WATER, SEWER, STEAM, ETC., MUST BE SCHEDULED WITH THE OWNER, ARCHITECT AND UTILITY COMPANY PRIOR TO COMMENCING WORK. 9. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. 10. UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL FINISHED SPACES. 11. ANY PIPING, DUCTS, CONDUITS, ETC. THAT PENETRATE FIRE RATED FLOOR SLABS AND WALLS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE FIRE INTEGRITY OF THE FLOOR OR WALL. FIRE STOP RATINGS SHALL MATCH RATINGS OF FLOORS OR WALLS WHERE PENETRATIONS OCCUR. PROVIDE FIRE DAMPERS IN DUCTS PENETRATING FIRE -RATED WALLS AND FLOORS TO MEET THE APPLICABLE BUILDING CODES. 12. ALL JOINTS OF ANY ELEMENT OF CONSTRUCTION WHICH ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL BE INSTALLED PER THE MANUFACTURER'S PUBLISHED TESTED ASSEMBLIES, SHALL BE TIGHT AND SHALL PREVENT THE PASSAGE OF SMOKE AND FLAME. 13. WHERE THE FIRE RATINGS OF WALLS ARE NOTED ON THE DRAWINGS, THE FIRE RATING SHALL APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM OR SPACE FOR THE FULL LENGTH AND HEIGHT OF AREAS BEING SEPARATED, EXTENDING TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK. 14. PROVIDE FIRE STOPS TO SEPARATE WALL CAVITIES FROM HORIZONTAL PLENUM AREAS AND BETWEEN FLOORS TO CLOSE OPENINGS. FIRE RATING OF STOPS SHALL MATCH THE FIRE RATING OF VERTICAL SEPARATION OR FLOOR CONSTRUCTION, WHICHEVER IS GREATER. 15. CONSTRUCTION AROUND CABINETS, PANELS AND BOXES RECESSED IN FIRE -RATED FLOOR, WALL AND CEILING ASSEMBLIES SHALL MAINTAIN THE FIRE -RATING NOTED IN THE DRAWINGS. 16. OPENINGS IN WALL, CEILING, FLOOR AND ROOF ASSEMBLIES SHALL BE SEALED WITH PENETRATION SEALANT SYSTEMS THAT MEET OR EXCEED THE REQUIRED FIRE RATINGS. 17. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER BY GASKETS OR COATINGS OR BOTH TO AVOID GALVANIC CORROSION ACTION. 18. PATCH FIREPROOFING TO MATCH EXISTING. 19. SEE MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS TO DETERMINE QUANTITIES OF DIFFUSERS, GRILLES, LIGHT FIXTURES, SPRINKLER HEADS, ETC. 20. PIPE AND COLUMN FURRING SHALL BE HELD AS CLOSE TO THE PIPING AND/OR COLUMNS AS POSSIBLE, UNLESS NOTED OTHERWISE. 21. THE EXTENT OF THE WORK SHOWN ON THE PLANS AND DETAILS REFLECTS THE BEST JUDGMENT OF THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE EXISTING CONDITIONS AND ADVISE THE ARCHITECT, IN WRITING, OF ANY SITUATION THAT WOULD NOT ALLOW HIM/HER TO PROCEED ON THE BASIS OF THESE DOCUMENTS. 22. THE ARCHITECT/ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND PROPER FOR THE INTENDED APPLICATION AND USE. 23. CONCRETE FILLS ABOVE STRUCTURAL SLABS SHALL BE REINFORCED. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 24. UNLESS NOTED OTHERWISE, WHERE AN ARCHITECTURAL FINISHED FLOOR IS TO BE PROVIDED (REQUIRING A DEPRESSED STRUCTURAL SLAB), THE FLOOR ELEVATIONS ARE TO TOP OF FINISHED FLOOR. WHERE AN ARCHITECTURAL FINISHED FLOOR IS INTENDED FOR SURFACE APPLICATION, THE FLOOR ELEVATIONS ARE TO TOP OF STRUCTURAL SLAB. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF DEPRESSED SLABS. 25. UNLESS NOTED OTHERWISE, CONCRETE PAD WITH REINFORCING SHALL BE INSTALLED UNDER ALL FLOOR MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR THE EXTENT OF EQUIPMENT PADS. THE CONTRACTOR SHALL COORDINATE THE SIZE, THICKNESS AND LOCATION OF THE CONCRETE PADS WITH THE EQUIPMENT INSTALLER. 26. AT THOSE PLACES WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES THE ACCEPTANCE OF THE SUBSTRATE AND EXISTING CONDITIONS AS SUITABLE FOR THE APPLICATION INTENDED. 27. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER. CONSTRUCTION OF NEW HORIZONTAL SURFACES SHALL BE LEVEL AND FLAT AND NEW VERTICAL SURFACES SHALL BE CONSTRUCTED TO BE PLUMB, UNLESS NOTED OTHERWISE. 28. WHERE NOT INDICATED, PROVIDE BLOCKING IN WALLS, SOFFITS, AND CEILINGS RECEIVING SIGNAGE, COAT HOOKS, LOCKERS, MARKER BOARDS, AND OTHER MOUNTED ITEMS, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 29, CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS SHALL BE PROVIDED AND COORDINATED WITH THE EXTERIOR WALL SYSTEMS AND ASSEMBLIES. THE FIRE SAFING'S RATING SHALL MATCH OR EXCEED THAT OF THE FLOOR CONSTRUCTION RATING. 30. CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS SHALL BE PROVIDED AND COORDINATED WITH THE EXTERIOR WALL SYSTEMS AND ASSEMBLIES. THE FIRE SAFING'S RATING SHALL MATCH OR EXCEED THAT OF THE FLOOR CONSTRUCTION RATING. 31. CONTRACTOR TO CONFIRM AND FIELD VERIFY DIMENSIONS TO COORDINATE WITH OWNER PROVIDED EQUIPMENT AND FURNISHINGS. 32. SUBSTITUTIONS OF MATERIALS MAY OCCUR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ONLY IF AUTHORIZED BY THE ARCHITECT. 33. CONTRACTOR SHALL PERFORM FIELD VERIFICATION OF ALL THE EXISTING CONDITIONS ON THE SITE AND SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL COMPARE THE INFORMATION TO THE CONTRACT DOCUMENTS PRIOR TO THE COMMENCEMENT OF ALL WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. 34. ALL CONTRACTOR PROVIDED MATERIALS SHALL BE NEW AND DELIVERED AND INSTALLED IN GOOD CONDITION AND WITHOUT ANY DEFECTS. 35. ANY WORK NOT CONFORMING TO THESE SPECIFICATIONS WILL BE REJECTED. THE ARCHITECT OR THE OWNER MAY REJECT THE WORK AND REJECTED WORK WILL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. 36. CONTRACT DOCUMENTS ARE INCLUSIVE OF ALL DISCIPLINES DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION ACROSS ALL DRAWINGS. RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * G6238 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL boo-JIN KjM AR95652 Nftlly v9-d by Y-4m Kim DN: D=US, E=yoalln.kim*rsandh com, Yoo-Jin Kim D=RBN.CN=Yoo-JmKim D. 2020 04.09 09:30.42-0400' SIGNATURE REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL NOTES SHEET ID: G002 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 j F .�7 4 5 u C 0 f: E Y wj A U a rn M 0) N tn 0 N O N W N co GAS OUTLET 6" 6" 0 CV 00 MEDICAL GAS OUTLET HEIGHT EQUAL MOUNTING HEIGHTS COMMONPOWER DATA/ AV CLUSTER ISOLATED GROUND $ $ PROVIDE POWER OR GROMMETS TEL PHONER EACH GROUP — - — VVORK-SURFACE 0 co I I I I 811 811 I I � I TYPICAL POWER GROUPING ABOVE & BELOW MILLWORK TYPICAL POWER GROUPING AT CREDENZAS OR COUNTERS VISUAL WALL, � COLUMN EDGE OF WALL ALARM/STROBE OR OPENING VISUAL VISUAL ALARM/ ALARM/ EQUAL STROBE I STROBE THERMOSTA THERMOSTAT THERMOST T LIGHTSWITC I LIGHTSWITCH H & DIMMERS - LIGHTSWITCH I & DIMMERS I co I TYPICAL POWER & SWITCH GROUPING BETWEEN DOORS, COLUMNS AND OPENINGS TYPICAL POWER & SWITCH GROUPING AT CORNERS CD T TYPICAL MOUNTING HEIGHTS: PHONE / THERMOSTAT / SWITCH / OUTLET / VISUAL ALARM LOCATIONS MOUNTING HEIGHTS I (FE) (FEC) 1' - 0 1/8" - _ ? O I W I U ui D a U) 7tv a V u:Q O v0 Cl)~ O - o m p I­_ d1'-7" o� U_D co N QN - Ul a Z ch - CO J 0 J M DRINKING FOUNTAIN / ELECTRIC WATER WATER BOTTLE FILLER FIRE EXTINGUISHERS AND COOLER CABINETS ,r CV 0 zo m m TOILET ROOM ACCESSORIES B-2 CH1 7Mi ° Q� N o Z Z Z J 0 O 0 0 c� F— - C) LL Q -v LU O CL' U N 0 ¢ JO Co LU Cn 0 w U) W Y Of D W O m �Z o 0 Ja < 0 000 0 U_ 7OM O U 0 0 W a SNV SND SH1 RD1 DD1 S D71 BCS a 0 0 0 1 1 co 1 co co CV ZI= Z Zw Z� W w >_ }W ¢ Crw a O z- QD QZ m NZ 0 C)C �-W W �W 11 Z- Qw ¢L = o QU) CL QO =F rn> U)0 U f- U25 U UG AR0 rn (� 0 m CLEARANCE AROUND WATER CLOSET SHALL 1' 0" 3' - 6" BE 56" X 60" AS INDICATED 0 M z 4'-8" I (MIN.) _ J _ C11 J W OW ~z WW Wa a-a. 0-o PT-1 -Q 1 1 M W J U) > J U wQa- aU)w n�oOf Ek 8" TO CENTER OF '-01. 3'-6" TISSUE DISPENSER AND 2"-CLR TOP CLEARANCE o=a a LL N F MAINTAIN PROPER DOOR MANEUVERING CLEARANCES, WHERE REQUIRED BY THE CURRENT FLORIDA ACCESSIBILITY CODE. G.C. SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY NON -COMPLIANT DOORS OR LEVEL CHANGES. ACCESSIBILITY DETAILS 5'- 0�0" DIA. U-TURN AND PASSING SPACES r------------� I I I I I I 32" MIN. NOTE: Y=48" MIN. IF DOOR HAS A CLOSER PUSH SIDE DOOR CLEARANC I-----------� z 0 V i NOTE: X=12" MIN. IF DOOR HAS BLOTTHH�ALATCH AND P N & DOOR CLEARANCE ------------------ I I I I i NOTE: X=36" MIN. IF Y=60" X=42" MIN. IF Y=54" PULL SIDE DOOR CLEARANCE W a U_ Of O W > U W w N .i O r 0m 8" MIN. KNEE CLEARANC 00 17"MIN. 6" MAX. TOE 7 CLEARANCE DEPTH LAVATORY CLEARANCE PLAN AND ELEVATION PULL SIDE DOOR CLEARANCE 4'-6" MIN ---------- I I z I I I I NOTE: Y=48" MIN. IF DOOR HAS BOTH AA LATCH AND Fl7SN-SIDE DOOR CLEARANCE ------------, I I I I z I �o 2'-0" MIN. I NOTE: Y=54" IF DOOR HAS CLOSER PULL SIDE DOOR CLEARANCE RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * G8238 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL OF Q O,Q�O ypp—JIN o; •; ACC ;• N T_ �. AR95652 ••„ tD c CD PFRED •ARG� N Digitally slgneb by Y—Jin Klm DN: C=us, O♦ E=,o jin.kim.rsandh can. Yoo-Jin Kim 0.15H,DN=Y'o dKim ♦ V Date: 2020.04.0H 09:31:09�04'00 Z W_ SIGNATURE J V a c.i a I REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 I REVIEWED BY: YK I DRAWN BY: YKIKN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL DETAILS AND ACCESSIBILITY SHEET ID: G003 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright C 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 2 a Cl) v 0 io 0 N O N 00 N CO expressed written consent of this corporation is prohibited. All rights reserved. C'M CV lilt O O M N W IO O U H Z W J U Q U Q F. U a CO N d' '7 O N O N CO N M expressed written consent of this corporation is prohibited. All rights reserved. 1. i 1 1 I 1 11 1111 ' 1' L''! I1 1 1 1 1 ! __ I --- Jam[ I i 1 2 1 3 1 4 II w 1 11 1 , r 5 IC C A NEW CONC. SLAB, MATCH EXIST. THICKNt" #4 @ 18" O.C. SAW CUT EXIST, SLAB EXIST. SLAB DRILL 4" INTO EXIST. SLAB AND EPDXY W/ VAPOR BARRIER HILTI HIT-HY 200, TYP. BACKFILL W/ (2) #4 CONT. COMPACTED GRANULAR MATERIAL NOTE: SEE SPEC FOR SOIL TREATMENT FOR TERMITE CONTROL. SEE STRUCTURAL DWGS FOR ADDITIONAL INFORMATION TRENCH DETAIL SCALE: 3/4" =1'-0" Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. I i i I i 0 --------------------------------- 19 I - - �- - - 14 �i - - - -- -- — I A FF I , DRY STORAGE 0 . _ ❑O ❑O 0 , a imam x� _ D4 - T--------- ❑I"�'Ir 1//�\iI /�\ I,A\II,/\II , i IL-��i��i�l■iil��i'�i�i�iL =,' X DRY STORAGE x 7 D4 ELECTRICAL/�" 1�-? I bit AK D( /� II /� I / I Al I1ilII/ ilI / � I, �I / �it>t�.�l1r��Liii. I� -� 1 `X 1 ,---------------- L i I - I"I i �I 1/ \N x II �� II �x;� � I Ili ---------- i ' �AI�__ `I 7'-j MECHANICAL i L ill /U MECHIANICAL i !I L----- ----- D8 L____J L -1 if D4 H' REFRIGERATOR I I I REF I j FREEZER I FREEZER { ' O O Cif I I !I I i O __--------_—_-�LJ y--I L -LJI_i? --III - i 21 �--� XI 10 j yo 10 L.' �_ D9 II IX + J _. __. -_ ___ -- X D5 DIE ARY : ERV CES - 1 H1: O Q O D2 D4 11 1 I� I SERVERY ( i oco 0< RELOCATED SUPERVISOR I DINNING AREA MICROWAVE BASE COUNTER. � � T 10 29 -T I - -- a _ D5 i�� �= - -I rl xoyo j DIET r — IL 1 ! I L� I 21 it SHWA !��J r� 04MI r I «% :� �%YO 1 I�T'_ ��' {�{ �\ � � I — _.= �TOILF,.T 1 I L-------=-- D5 i II I j: yo o 0 0 RELOCATE '�SnNG 7-----�--- I I, � XI OFFICE 7 BASE COUNTER AS El [ ] _. ! I ' , --------- I' i SHOWN �L UI D D3 =TOILE I l i I la DING/ 1 ( I + II 1 i 7 1 I G Q / \ T Y RETURN ,Xy 1 -- -ll---� (WOMEN R.R. -101 - - I I� =1 MEN R.R. i O� � � � 1 V 21 CORRIDOR DEMOLITION FLOOR PLAN 1 SCALE: 1/8" =1'-0" 2 1 3 4 OFFICE OFFICE l DEMOLITION PLAN LEGEND - _-- EXISTING CONSTRUCTION TO REMAIN REMOVE EXISTING CONSTRUCTION --------- SCOPE OF WORK X �X < EXTENT OF SLAB REMOVAL DEMOLITION PLAN KEYNOTES D1 REMOVE ALL EXISTING KITCHEN EQUIPMENT & PLUMBING FIXTURES D2 REMOVE EXISTING GWB CEILING AND ALL CEILING DEVICES IN KITCHEN AREA (INCLUDING EXHAUST HOOD OVER HOT PREP AREA) D3 REMOVE EXISTING SUSP. CEILING SYSTEM AND ALL CEILING DEVICES. REFER TO MEP/FP DEMOLITION PLANS FOR INFO ON CEILING AND WALL DEVICE REMOVAL. SEE GENERAL FIRE SPRINKLER NOTES SHEET G002 D4 REMOVE TEXTURED FIBERGLASS FRP PANELS AND BUMPER RAILS. PREPARE WALL TO RECEIVE NEW WALL PANELS. D5 REMOVE ALL EXISTING FIBERGLASS RESIN WALL PANELS. PREPARE WALL TO RECEIVE NEW WALL PANELS D6 REMOVE PORTION OF WALL FOR NEW HIM WINDOW D7 REMOVE EXISTING ROLLING COUNTERTOP DOOR AND FRAME D8 CAREFULLY CUT AND REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR NEW DUCT WORK. SEE MECHANICAL DRAWINGS. nDqREMOVE EXISTING ELECTRICAL PANELS. REFER TO ELECTRICAL DWGS 0 DERATE EXISTING WALLS. REPLACE STENCILED RATING IDENTIFICATION ON PARTITIONS TO'SMOKE TIGHT WALL' 11 HATCHED AREA INDICATES REMOVE EXISTING FLOOR SLAB (INCLUDING QUARRY TILE FLOORING & WALL BASE) & ALL PLUMBING DRAIN PIPING & WATER SUPPLY PIPING BELOW REMOVED FLOOR SLAB REMOVE EXISTING FLOOR FINISH AND WALL BASE PREPARE SURFACES TO RECEIVE NEW FLOOR FINISH AS SCHEDULED. eREMOVE EXISTING DROPPED SOFFIT CEILING. RETURN PENDANT LIGHTS TO OWNER FOR REUSE REMOVE EXISTING OVEN HOOD. SEE MECHANICAL DRAWINGS REMOVE EXISTING WOOD WAINSCOT WALL PANELS. PREPARE WALL Y ,y TO RECEIVE NEW FINISH REMOVE AND REPLACE EXISTING KITCHEN EQUIPMENT PER FOOD Y, y SERVICE CONSULTANT DRAWINGS. e REMOVE ACCORDIAN DOOR, TRACK & HEADER REMOVE EXISTING WALL COVERING. PATCH AND REPAIR OR SKIM COAT WALL SURFACES TO REMAIN AS REQUIRED TO ACCEPT NEW PAINT WALL FINISH. e REMOVE EXISTING ALUMINUM STOREFRONT DOOR & WINDOW SYSTEM REMOVE WINDOW AND WALL BELOW. PREPARE FOR NEW HM DOOR, Y�y HIM FRAME AND WALL INFILL. REPAIR WALL TO MATCH FINISH OF ADJACENT EXISTING 21 REMOVE CORNER GUARDS. PATCH AND REPAIR WALL TO RECEIVE NEW FINISH REMOVE EXISTING COOK LINE EXHAUST HOOD AND FIRE SUPPRESSION SYSTEM. SEE MECHANICAL DRAWINGS. llk� REMOVE EXISTING CASEWORK EXISTING RAISED CONCRETE PAD TO BE SAW CUT AND REMOVED. PROVIDE SMOOTH FINISH TO FLOOR REMOVE EXISTING WATER SOFTENER SYSTEM REMOVE EXISTING LOUVER REMOVE EXISTING LANDSCAPE REMOVE MCC PANEL. REFER TO ELECTRICAL DRAWINGS CUT AND REMOVE PORTION OF SOFFIT CEILING AND FRAMING 8 0 8 16 SCALE: 1 /8" =1'-0" 5 RSUI 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www,rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620 - LCC000210 ` GB238 Ire Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL ��P�E oo—JIN AR95652 :� I 'FREE •ARG� 90 ry V N' nKim Wi' ll8 Yoo-Jin Kim SIGNATURE REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: DEMOLITION FLOOR PLAN SHEET ID: AD101 PROJECT STATUS: CONSTRUCTION DOCUMENTS M N 0 0 0 cm W 0 0 V z W _! U Q U x a N 3 4 I I I _ =LI' I 5 u C A 00 v m O O CV O Q 00 Q Cl) DESCRIPTION OF REQUIRED INFECTION CONTROL RECAUTIONS - CLASS IV DURING CONSTRUCTION: 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 HEPA VACUUM FOR VACUUMING PRIOR TO EXIT BEFORE CONSTRUCTION BEGINS. 3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. 4. SEAL 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 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 THROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPT. UPON COMPLETION 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 RECETACLES 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. �U NOTE: THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY 7] 0 PHASE 1 CONSTRUCTION SCALE: 1/8" = V-0" ...............M.0 OPEN AIR BREEZEWAY PHASE 1 SEQUENCE NOTES PH1-1 OWNER VACATES PHASE 1 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PH1-2 CONTRACTOR RELOCATES MICROWAVE COUNTERTOP TO TEMPORARY LOCATION. COORDINATE WITH OWNER FOR TEMPORARY LOCATION PH1-3 CONTRACTOR INSTALLS DUST BARRIER PARTITIONS AND SETS UP ICRA PH1-4 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST. SEE MECHANICAL DRAWINGS. PH1-5 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 1 AREA OF WORK. PH1-6 NIGHT WORK: INSTALLS PLASTIC MEMBRANE DUST BARRIER FOR OVERNIGHT ABOVE CEILING WORK IN THIS AREA. REMOVE DUST BARRIER AND CLEAN SPACE BY 6 A.M. PH1-7 CONTRACTOR SCHEDULES ACHA AND BUILDING DEPARTMENT INSPECTIONS PH1-8 UPON INSPECTION APPROVALS, OWNER EQUIPS AND OCCUPIES PHASE 1 AREA OF WORK. TAPE SEAL FULL PERIMETER OF DOOR (BOTH SIDES) UPGRADE EXISTING WALLS TO 1-HOUR RATED EXISTING 2HR FIRE WALL. DECOMMISSION THIS WALL TAPE SEAL FULL PERIMETER OF DOOR (BOTH SIDES) EXISTING 1HR FIRE WALL. DECOMMISSION THIS WALL DEMO AND NEW CONSTRUCTION WORK IN RETAIL AREA. NEW EQUIPMENT PER FOOD SERVICE CONSULTANT DRAWINGS. EXISTING 1 HR FIRE WALL. DECOMMISSION THIS WALL PHASING PLAN LEGEND EXISTING ITEM TO REMAIN - — — — = EXISTING ITEM TO BE DEMOLISHED SCOPE OF WORK EXISTING TO REMAIN/ NOT IN CONTRACT I.C.R.A DUST BARRIER LEGEND TEMPORARY CONSTURCTION DUST BARRIER WALL - SEE DETAIL A-501 TEMPORARY PLASTIC MEMBRANE DUST BARRIER: USED IN SERVERY FOR WORK RELATED TO NEW DUCTWORK. EXTEND PLASTIC MEMBRANE FROM FLOOR TO CEILING. SEAL TIGHT DURING CONSTRUCTION. PATH OF CONTRACTOR ACCESS FROM EXTERIOR DOOR TO ENTRY DOOR OF CONSTRUCTION ANTE ROOM. PROVIDE STICKY MATTS ON BOTH SIDES OF ANTE CONTRACTOR ACCESS ROOM DOOR. A DIFFERENTIAL PRESSURE GAUGE ADJACENT TO THE %10 ANTE ROOM DOOR, AND A HEPA VACUUM INSIDE OF THE CONSTRUCTION ANTE ROOM. REFER TO OWNER'S ICRA PERMIT FOR ADDITIONAL REQUIREMENTS NIGHT SHIFT WORK AREA: INSTALL PLASTIC MEMBRANE DUST BARRIER FOR OVERNIGHT ABOVE CEILING WORK IN THIS AREA. COORDINATE ACCESS TO - EACH SPACE WITH OWNER AND SAFETY OFFICER AND FOLLOW OWNER'S ICRA PROTOCOLS FOR ABOVE CEILING WORK. REMOVE DUST BARRIER AND CLEAN SPACE BY 6 A.M. l_ _I[ 2, NEGATIVE PRESSURE HEPA FILTER LHJ L y MACHINE. SEE MECH. DWGS NOTE: THE PRIMARY AND FIRST INSPECTION OF AN ICRA IS THE RESPONSIBILITY OF THE FACILITY. PROCEDURES INCLUDE A PERMIT AND DAILY INSPECTION THAT IS TO BE LOGGED IN. AT THE 80%, FACILITY MUST PROVIDE A COPY OF THE ICRA LOG AND PERMIT (SIGNED BY FACILITY AND CONTRACTOR) TO ARCH REVIEWER (AT THE INITIAL MEETING) BEFORE CONDUCTING THE SURVEY OF THE AREA FOR ICRA COMPLIANCE. CONTRACTOR TO PROVIDE TEMPORARY EXIT SIGNS AND FIRE EXTINGUISHERS AS REQUIRED. 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620' LCC000210 * GB238 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL F.F(0��o �00—JIN A-/4t . AR95652 �F V � •. .\�. �sTFoEC': oG�� Igitally signed by Yoo-Jln Kim DN:c=uS. Yoo-Jin KiM E=yoo-linkim0r ndh com. O=RSH, CN=Yoo-Jin Kim Date: 2020.04.08 09'34.54-04'00' vi 1—ivn- REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: PHASING PLANS SHEET ID: PH001 PROJECT STATUS: CONSTRUCTION DOCUMENTS M N to v 0 0 0 M cm W 0 0 U Z W J V Q U Q Copyright © 201 & This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. E 3 4 5 D C 1.1 z A a CD tD 0 N O N co N co 1 2 3 4 5 o �\I EVS '7� TEMP POT/ NE P. O —� r� S________ 1 00 r —� DISH WASH LOCKER 1 --�—� 1 LOCKEA__ J 1 H�` °I� — 1 1715 N. Westshore Blvd.. Suite 600 - 1 ! Tampa„ Florida 33607-3999 / 1 I ; 904-256 2500 Fax 904-256-2503 ❑ I �� /� ; ; EMOVE FOOD ; www.rsandh.com REF 1 I — SERVICE EQUIPMENT 1 CE REF FL Cert. Nos. AAC001886 * IB26000956 7 F TO � 5620' LCC000210' GB238 I 1IJ� L--� 1 TEMP KITCHEN/ - -- PREP 1 TEMP K T1 CHEN ; 1 PREP �— PH3-1 1 A, PH3-2 1 - FREEZER ; \ ; FREEZER �I �X iI Advent Health I CART WASH La DRY STR OFFICE DRIB STR \ OFFICE P yi -r i 101 \ 1 I \� II III I _ OPEN AIR BREEZEWAY — PROJECT TITLE: 7 -- OPEN AIR BREEZEWAY ❑o El o 6 I PHASE 3 CONSTRUCTION STAIR "C" I -I SCALE: 1/8" = 1'-0" I I PHASE 3 SEQUENCE NOTES W ( I oFFICE KITCHEN RENOVATION IL --- PH3-1 OWNER VACATES PHASE 3 AREA OF WORK AND REMOVES SHELVING AND ACCESSORIES ADVENTHEALTH ZEPHYRHILLS UI { a , U On�� ���_�t� I PH3-2 CONTRACTOR REMOVES/ RELOCATES FOOD SERVICE EQUIPMENT AND REPLACE WITH NEW SHELVING I FOR DRY STORAGE USE QI ELEC. PROJECT ADDRESS: PHASE 2 CONSTRUCTION SCALE: 1/8'' = V-0" PHASE 2 SEQUENCE NOTES PH2-1 OWNER VACATES PHASE 2 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PH2-2 CONTRACTOR INSTALLS DUST BARRIER PARTITIONS AND SETS UP ICRA PH2-3 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST. SEE MECHANICAL DRAWINGS. PH2-4 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 2 AREA OF WORK PH2-5 NIGHT WORK: INSTALLS PLASTIC MEMBRANE DUST BARRIER FOR OVERNIGHT WORK IN THIS AREA. REMOVE DUST BARRIER AND CLEAN SPACE BY 6 A.M. PH2-6 CONTRACTOR SCHEDULES AHCA AND BUILDING DEPARTMENT INSPECTIONS PH2-7 UPON INSPECTION APPROVALS. OWNER EQUIPS AND OCCUPIES PHASE 2 AREA OF WORK REMOVE EXISTING DOOR \ REMOVE TEMPORARY STORAGE RACKS \ CUT PORTION OF WALL FOR NEW DOOR OPENING TAPE SEAL FULL PERIMETER OF DOOR (BOTH SIDES) NIGHT WORK. NEW CONSTRUCTION WORK (WALL AND DOOR) TAPE SEAL FULL PERIMETER OF DOOR (BOTH SIDES) REMOVE AND ADD NEW WATER SOFTENER SYSTEM PHASING PLAN LEGEND EXISTING ITEM TO REMAIN - — — — - EXISTING ITEM TO BE DEMOLISHED _____-- SCOPE OF WORK EXISTING TO REMAIN/ NOT IN CONTRACT I.C.R.A DUST BARRIER LEGEND TEMPORARY CONSTURCTION DUST BARRIER WALL - SEE DETAIL A-501 TEMPORARY PLASTIC MEMBRANE DUST BARRIER: USED IN SERVERY FOR WORK RELATED TO NEW DUCTWORK. EXTEND PLASTIC MEMBRANE FROM FLOOR TO CEILING. SEAL TIGHT DURING CONSTRUCTION. PATH OF CONTRACTOR ACCESS FROM EXTERIOR DOOR TO ENTRY DOOR OF CONSTRUCTION ANTE ROOM. PROVIDE STICKY MATTS ON BOTH SIDES OF ANTE CONTRACTOR ACCESS ROOM DOOR. A DIFFERENTIAL PRESSURE GAUGE ADJACENT TO THE ANTE ROOM DOOR, AND A HEPA VACUUM INSIDE OF THE CONSTRUCTION ANTE ROOM. REFER TO OWNER'S ICRA PERMIT FOR ADDITIONAL REQUIREMENTS NIGHT SHIFT WORK AREA: INSTALL PLASTIC MEMBRANE DUST BARRIER FOR OVERNIGHT ABOVE CEILING WORK f j-1 IN THIS AREA. COORDINATE ACCESS TO rn EACH SPACE WITH OWNER AND SAFETY OFFICER AND FOLLOW OWNER'S ICRA PROTOCOLS FOR ABOVE CEILING WORK. REMOVE DUST BARRIER AND CLEAN SPACE BY 6 A.M. r l_ _I[ 71 NEGATIVE PRESSURE HEPA FILTER LHJ 1L y MACHINE. SEE MECH. DWGS NOTE: THE PRIMARY AND FIRST INSPECTION OF AN ICRA IS THE RESPONSIBILITY OF THE FACILITY. PROCEDURES INCLUDE A PERMIT AND DAILY INSPECTION THAT IS TO BE LOGGED IN. AT THE 80%, FACILITY MUST PROVIDE A COPY OF THE ICRA LOG AND PERMIT (SIGNED BY FACILITY AND CONTRACTOR) TO ARCH REVIEWER (AT THE INITIAL MEETING) BEFORE CONDUCTING THE SURVEY OF THE AREA FOR ICRA COMPLIANCE. CONTRACTOR TO PROVIDE TEMPORARY EXIT SIGNS AND FIRE EXTINGUISHERS AS REQUIRED. 7050 Gall Blvd, Zephyrhills. FL 33541 SEAL OF F(o�/o .9 BOO—JIN AR95652zz_ S�FRED .ARG�� rtally signed by YooJln Kim DN: C=US. Yoo-Jin Kim E_.,n.kim.i ndncom. 0=PSH, CN=Yo Jin Kim Date 2020.04.08 09 38.00-04'00' SIGNATURE REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: PHASING PLANS SHEET ID: PH002 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 6 M N CD O O O M N W CI O U H Z W_ J U Q U 2 Q expressed written consent of tnis corporation is promoitea. Hu rignts reserved. 2 3 i 4 C 0 A a N N co N N 0 N co N co ❑o ❑o 0 00000 0 0 oDo oDo YY0 oDo oho oOo oOo 00 0000 oDo 10�yooDo=— 00 0 DoDohoDo �oDoD000 Do oDo _ 00 00 3 o O o 3 yo oDo oDo oDo oho oho oho RETAIL NEW CONSTRUCTION PLAN 1 SCALE: 1 /8'' = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 expressed written consent of this corporation is prohibited. All rights reserved. A201 2 12'-4" 1 -o EVS STORAGE ' A j 123 q 123 I --, DRY STORAGE 122 --- j! _ A6 - DRY STORAGE A5 121 I J LOCKER REF FRZR OFFICE 118 118 i AREA OF WORK OF sF ELEC C C L ❑ 11 AA 10' 0" �Ilk E 0�i 11 B r ELECTRICAL PASSAGES DIETICIANS/ DIET <3 OFFICE ENGINEERING 115 7 - 116 PRINTER : F 1 � 00A5 5 A401 MECHANICAL ! , , , 4- I A201 3 j A3 MECHk - - I A301 I � A7 C =- - DRY STORAGE -- =-- C _ WALK-IN _ -. A6 1 � 'WALK-IN FREEZER 1 - REFRIGERATOR \ — _IL 112 r 4 r } I _ lJ�lh�EE�E��:: F \ 12'- 8-4/2' -- - SERVERY 102 ,RVERY 101 FE -° PREP AREA OPEN RACK 111A A7 111B SUPERVISOR OFFICE IF7777- 9 KITCHEN A s A401 --J A8 10 A A -- A 4 A l A501 A8 8- 6" 8 - 6 G 110 T --7 G47111 1, 77. . I i. CM LJ COOKLINE �- 1 2' - 5 1 /4" am A rr; FECIlk - I�� \ N j A f v 14' - 9 1 /2" I.r � Al A TRAY LINE 109 -_k i �N D 107 OILET -- D 107 2' l- 3 1 2° 6' - 0" u - OFFICE OFFICE �` TOILET yy DISHW SH ROOM I 106 &4 106 _ _ 103 n r w FEC Al 11 O EV A -- A PASSAGE WOMEN R.R. MEN F o: r` 104 D p 104 105 23' - 1 1/4" CORRIDOR CORRIDOR FLOOR PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION FEc FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER SCOPE OF WORK EXISTING TO REMAIN NOT IN CONTRACT FLOOR PLAN KEYNOTES Al PROVIDE CONCRETE SLAB AFTER INSTALLATION OF ALL UNDERGROUND UTILITIES. VAPOR BARRIERS SHALL BE PROVIDED ON GRADE UNDER ALL NEW INTERIOR CONCRETE FLOOR SLABS. SEE SPEC FOR SOIL TREATMENT FOR TERMITE CONTROL. A2 PROVIDE WALK-IN COOLER/ FREEZER (RECESS NEW FLOOR SLAB 4" IN THIS AREA SO INSULATED FLOOR PANELS ARE FLUSH WITH KITCHEN FINISH FLOOR).VERIFY RECESSED FLOOR DEPTH W/ COOLER MFR A3 CONCRETE HOUSE KEEPING PAD, REFER TO MECHANICAL AND STRUCTURAL DRAWINGS FOR SIZES AND ADDITIONAL INFORMATION. COORDINATE WITH APPROVED SHOP DRAWINGS. A4 REPLACE AND PATCH FLOOR WHERE WALLS WERE REMOVED TO MATCH WITH EXISTING A5 INFILL DOOR OPENING. FINISH AS REQUIRED TO MATCH ADJACENT CONSTRUCTION FOR AN UNDECTABLE REPAIR. A6 INFILL EXISTING, TO - BE ABANDONED WALL OPENING WITH COLD -FORMED STEEL STUD FRAMING. THE DESIGN AND DRAWINGS FOR THE COLD -FORMED STEEL INFILL FRAMING SHALL BE PREPARED BY THE CONTRACTOR'S DELEGATED COLD -FORMED STEEL FRAMING ENGINEER. SUBMIT CALCULATIONS AS WELL AS DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA FOR A/E DESIGN TEAM TO REVIEW. A7 UPGRADE EXISTING PARTITION AS REQUIRED TO COMPLY WITH 1-HR RATED ASSEMBLY UL-465. PROTECT ALL PENETRATIONS. PROVIDE RATING LABEL ABOVE CEILING AS REQUIRED. A8 TUBE STL. BRACING COLUMN. SEE DETAIL ON SHEET A501 A9 CONCRETE SIDEWALK 10 PAINT STRIPES AND LETTER ON THE FLOOR 11 INSTALL MOISTURE RESISTANT GWB ON ALL WALLS OF DISHWASH ROOM 11 GC TO PROVIDE & INSTALL ALL KITCHEN EQUIP. (REFER TO SUPPLEMENTAL KITCHEN EQUIP. DWGS). ALL RELOCATED OR REINSTALLED EQUIP. TO BE RELOCATED OR STORED BY GC. NOTE: CONTRACTOR TO PROVIDE IN -WALL FIRE RETARDANT BLOCKING FOR MILLWORK, WALL MOUNTED SHELF BRACKETS, HOSE REELS AND ALL SINK ASSOCIATED ACCESSORIES (COORDINATE WITH FOOD SERVICE EQUIPMENT DRAWINGS). PATCH AND REPAIR GYPSUM WALL BOARD AS REQUIRED. RSUf 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620' LCC000210' GB238 Advent Hea Ith PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL y OO *iN KlM : •� AR95652 ���FQEC •� RG�� M N signed by Yoo-Jin Q IN. C=US. Yoo-Jln KimE y--jin.kim®rsandh.c=. 0 0O RSH. CN=Yoo-Jin Kim Date. 2020.04 08 0937.21-04'00' Z W SIGNATURE ' J U REVISIONS DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION FLOOR PLAN SHEET ID: Al 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS 3 4 5 E _ _ I I- I. i ! . I I it _- L_ I I _ _ _ ..I ' I(I 4 5 7 X A F. 2 a w N co 0 04 co N M ROOF PLAN- LEVEL 2 C2'*� SCALE: 118" REFLECTED CEILING PLAN SCALE: 1/8" = V-0" REFL. CEILING PLAN LEGEND 5/8" GYP. BD. ON 3 5/8" SUSPENDED MTL STD (GWB) 2' x 2' SUSPENDED ACOUSTICAL TILE CEILING SYSTEM (TYP. CEILING HEIGHT IS 9'-0" A.F.F. UNLESS NOTED OTHERWISE) ® EXIT SIGN EXIT 0 PENDANT LIGHT FIXTURE ® 2' x Z LIGHT FIXTURE; SEE ELECTRICAL 0 1' x 4' LIGHT FIXTURE; SEE ELECTRICAL 2' x 2' SUPPLY DIFFUSER SEE MECHANICAL 0 2' x 2' RETURN DIFFUSER SEE MECHANICAL 2' x 2' EXHAUST SEE MECHANICAL SPRINKLER HEAD ® SEE MECHANICAL EXISTING TO REMAIN NOT IN CONTRACT 0 REFL. CEILING -PLAN KEYNOTES 1. PROVIDE NEW SUSPENDED CEILING SYSTEM EQUAL TO 'ARMSTRONG' KITCHEN ZONE 2' X 2' TILE #673 WITH ALUMINUM GRID 2. PAINT SOFFIT CEILING 3. NEW CEILING TO MATCH EXISTING 4. CEILING MOUNTED MONITORS. G.C. TO PROVIDE ADEQUATE SUPPORT ABOVE CEILING 5. NEW EXHAUST HOOD AND FIRE SUPPRESSION SYSTEM. SEE MECHANICAL DRAWINGS. G.C. TO PROVIDE ADEQUATE SUPPORT ABOVE CEILING. 6. WHERE WORK OCCURS IN SUSPENDED CEILING TO REMAIN, CAREFULLY REMOVE SUSPENDED CEILING FOR REINSTALL. WHERE MAN TEE'S ARE CUT AND REMOVED, REFRAME AS REQUIRED TO PROPERLY SUPPORT/ MAINTAIN EXISTING CEILING. REFER TO MECHANICAL AND STRUCTURAL DRAWINGS FOR SCOPE OF WORK ABOVE CEILING 7• NEW BULKHEAD AT 8' -2" A.F.F., EXTEND TO UNDERSIDE OF DECK, VERIFY HEIGHT OF WALK-IN COOLER/ FREEZE. COORDINATE WITH APPROVED WALK -IN COOLER/ FREEZER SHOP DWGS 8. REPLACE LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620 * LCCO60210 ` GB238 it Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL �P�� ioo—JIN KyM AR95652 STFiPF'n •e FtG�\ —Digitally signed by Y- Jln Kim ON: C=US, Yoo-Jin Kim E=yo..p.MmQ,.ndhcnm, OeRSH, CN-Y--Jin Klm Date: 2020.04.08 D9:36:02-04'00' 0Il7114H I UKC REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: REFLECTED CEILING PLAN AND ROOF PLAN SHEET ID: Al 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS C4 cm V_ CO 0 0 M N W 0 0 0 Z W J c.i a c� a Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3 4 5 — 1 _ n _ �_ I I I_ I 1! I _- S III! 1 I 2 I 3 I 4 I 5 CJ DI CI oOo 00 BI d t A SERVERY 1-102 - I 0— PATCH/ MATCH EXISTING FLOOR FINISH a to M FINISH PLAN 4 N SCALE: 1 /8" = V-0" co N M DRY STORAGE FLOOR FINISH KEY MANUF, STYLE COLOR SIZE REMARKS LUXURY VINYL TILE LVT-1 EARTHWERKS STONEBRIDGE STB-5571 5" X 48" FIELD- REFER TO FLOOR PATTERN PLAN SHEET FLOORING VS-1 ALTRO STRONGHOLD #30 TO BE DETERMINED SEAMLESS WITH INTEGRAL COVE. BASE BID POLYMER MODIFIED CEMENTITIOUS COATING PMC-1 EUCLID CHEMICAL MICRO-CRETE POLYMER MODIFIED CEMENTITIOUS MICRO -TOPPING STAIN COLOR TO BE DETERMINED 4" INTEGRAL COVE. INTEGRALLY COLORED WITH THIN-CRETE COLOR PACKS. BID ALTERNATE #1 QUARTZ/ RESIN FLOORING QR-1 KEY RESIN COMPANY KEY QUARTZ B-125 TO BE DETERMINED 4" INTEGRAL COVE. BID ALTERNATE #2 SEALED CONCRETE SC-1 SCOFIELD SELECT SEAL PLUS, CONCRETE SEALER CLEAR BASE VINYL BASE VB-1 JOHNSONITE TRADITIONAL WALL BASE 80 FAWN 4" REFER TO FINISH PLAN FOR LOCATION VINYL BASE VB-2 JOHNSONITE TRADITIONAL WALL BASE MATCH EXITING MATCH EXISTING REFER TO FINISH PLAN FOR LOCATION STAINLESS STEEL BASE SB-1 COVE BASE BRUSHED ST.STL. 6" TYPICAL SERVERY COUNTER BASE WALL PAINT P-1 SHERWIN WILLIAMS MATCH EXISTING, EGGSHELL MATCH EXISTING FIELD PAINT PAINT P-1 E SHERWIN WILLIAMS MATCH EXISTING, SEMIGLOSS MATCH EXISTING FOR HOLLOW METAL DOORS AND FRAMES PORCELAIN TILE PT-3 TBD TBD TBD TBD TYPICAL PIZZA OVEN WALL, U.N.O. INSTALL TILE STACKED VERTICALLY PROTECTIVE WALL COVERING WP-1 ALTRO PURAGUARD WHITE TYPICAL IN KITCHEN AND DISHROOM. FULL HEIGHT - TOP OF THE WALL BASE TO CEILING. PURAGUARD WITH TRIMS & CORNER GUARDS PROTECTIVE WALL COVERING WP-2 INPRO IPC 405 RIGID VINYL SHEET TBD 48" X 96" TYPICAL IN KITCHEN PASSAGE AND TOILET ROOMS. REFER TO SHT A401 CEILING ACOUSTICAL CEILING ACT-1 ARMSTRONG KITCHEN ZONE TILE #673 WHITE 24" X 24"X5/8" ACOUSTICAL CEILING GRID ACT-1A ROCKFON CHICAGO METALLIC #830 WHITE 15/16" EXPOSED ACCESSORIES CORNER GUARD CG-1 ALTRO CORNER GUARD STAINLESS STEEL SEE FINISH PLAN FOR LOCATIONS MILLWORK PLASTIC LAMINATE PL-1 FORMICA MATTE FINISH CHESTNUT WOODLINE 5884-58 TYPICAL VERTICAL SURFACE, U.N.O. PLASTIC LAMINATE PL-2 FORMICA ARTISAN FINISH OILED OLIVEWOOD 5481-43 TYPICAL VERTICAL SURFACE AT SERVERY COUNTERS SOLID SURFACE SS-1 HI -MACS EDEN PLUS OATMEAL GT938 TYPICAL HORIZONTAL SURFACE, U.N.O. QUARTZ SURFACING QS-1 TBD TBD MATCH EXISTING TYPICAL HORIZONTAL SURFACE AT RETAIL COUNTER ALTRO PURAGUARD WALL PROTECTION PANEL (WP-1) SUBSTRATE SILICONE SEALANT (BY WALL CONTRACTOR) ALTRO C-4 CAP STRIP MIN. 4" COVE DETAIL 3 SCALE: N.T.S. FINISH TAG LEGEND CEILING WALL BASE FLOOR MATERIAL CODE LEGEND ACC ACCESSORIES IB INTEGRAL BASE MVB MILLWORK VINYL BASE TB TILE BASE VB VINYL BASE C CEILING TILE PT PORCELAIN TILE GT GLASS TILE MT METAL MOSAIC TILE QR QUARTZ/ RESIN ST STONE TILE SVT SOLID VINYL TILE VS SHEET FLOORING P PAINT PL PLASTIC LAMINATE LVT LUXURY VINYL TILE VS VINYL SHEET SS SOLID SURFACE WC WALLCOVERING WP WALL PROTECTION EXP EXPOSED CEILING RS&H 1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607 -3999 813-289-5550 Fax 813-289-0263 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL OF F(0p—JIN K' c%�NCL (.AR95652 CD E�',;a//G�� N Lii e+rPsigned by VooJin Q Kim DN: C=US, Yoo-Jin Kim E=yoo-(nkimOrsandhoom. c� O=RSH, CN=Yoo-Jin Kim Date. 2020.04.08 09.36. 25 000 Z w_ SIGNATURE J U a U 2 Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 0 2018 RS&H, INC. SHEET TITLE: FINISH PLAN AND SCHEDULE SHEET ID: Al 04 1 8 0 8 16 PROJECT STATUS: SCALE: 1/8" =1'-0" CONSTRUCTION DOCUMENTS -I J Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the I 2 I 3 I 4 5 expressed written consent of this corporation is prohibited. All rights reserved. 2 expressed written consent of this corporation is prohibited. All rights reserved. M N V- CC qe O O O T- M N W O U H Z W J U Q U 2 Q Z a 0 N O N 00 N M expressed written consent of this corporation is prohibited. All rights reserved. I I I 1 ' I 'I M _N CC O O O C_"! N W 0 O U H Z W J U Q U 2 Q I 1J 1 I 2 I 3 I 4 I 5 f C I• 5 (6 EQUAL) PL-1 X X °(K WW. CAM LOCKS, TYP. SS-1 COMBINATION CAM LOCKS W/ KEY OVERRIDE, TYP. PL-1 BRACKET SUPPORT iv ® 1'-6" V-6" 1'-6" 4'-8" 1 A503 SUPERVISOR OFFICE 110 - EAST SCALE: 3/8" = V-0" A` 7i: SS-1 PL-1 COMBINATI W/ KEY OVE @ FILE DRAWI WP-2 WALL PROTECTION, SEE FINISH SCHEDULE BASE (SEE FINISH SCHEDULE) TYP. PASSAGE WALL PROTECTION SCALE: 3/8" =1'-0" 0 ° N CD ® BRACKET "' SUPPORT i, COMBINATION CAM LOCKS W/ KEY OVERRIDE, TYP. 10'- 8" Irl V.I.F 3 1 A503 A503 SUPERVISOR OFFICE 110 -NORTH DIETICIANS OFFICE 115 -EAST SCALE: 3/8" =1'-0" WP-2 WALL PROTECTION, WP-2 WALL PROTECTION, SEE FINISH SCHEDULE SEE FINISH SCHEDULE A z VB-1 VB-1 t i TOILET 106 & 107 TOILET 106 & 107 1 SCALE: 3/8" =1'-0" 11 SCALE: 3/8" =1'-0" 5 A503 5 A503 3'-0" 3 -0' 21/2' 1 d' _ d" OF i INTERIOR HM WINDOW. REFER TO SHEET A601. PL-1 \ CAM LOCKS, TYP. SS-1 7 SCALE: 3/8" =1'-0" 1- _ d" 1 "), _ In" 7' _ Q 1 /7" i r�� ;r \ i~ - Ii i L I E i I I � � � I f I. r I r1 j Ln I I I / i I � r l 11�j1 I i l j ;I I j F I �~ - — ---- — I; ,( PIZZA OVEN - SOUTH SCALE: 3/8" = V-0" CEILING MOUNTED MONITORS BY OWNER. REFER TO CEILING PLAN FOR LOCATIONS 4'-7" 2'-4" V-1111Z' of F--- i I ; i L -- I Ij --- I Ilk - -- I A_ 0o -' COUNTERS AND EQUIPMENT PROVIDED - BY FOOD SERVICE EQUIPMENT FABRICATOR. C. — -- - EQUIPMENT SUPPLIER TO PROVIDE SHOP LO DRAWING OF COUNTER AND EQUIPMENT QS-1 FOR REVIEW. o co N SB-1 PL-2 9 A503 0 PIZZA OVEN -SOUTH 0 o ^ M L SCALE: 3/8" = V-0" Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. PAINT SOFFIT 2 —HOOD V-4" . ZID 0 CV PAINT SOFFIT 12' - 10" 2'- 9 1 /2" QS-1 A18 PL-2 SB-1 COUNTER AND EQUIPMENT PROVIDED 3 BY FOOD SERVICE EQUIPMENT FABRICATOR. EQUIPMENT SUPPLIER TO PROVIDE SHOPDRAWING OF COUNTER AND EQUIPMENT FOR REVIEW. 3 10 NOT USED ti do L COMBINATION CAM LOCKS 3 1 W/ KEY OVERRIDE, TYP. A503 A503 DIETICIAN OFFICE 115 WEST DIETICIAN OFFICE 115 NORTH SCALE: 3/8" =1'-0" SCALE: 3/8" =1'-0" 41 /1 4 In" 41 C .1 /1111 PIZZA OVEN - WEST SCALE: 3/8" = 1'-0" I I I I L-------� QS-1 SB-1 PL-2 PIZZA OVEN - WEST SCALE: 3/8" =1'4' 4 CEILING MOUNTED MONITORS BY OWNER REFER TO CEILING PLAN FOR LOCATIONS COUNTER AND EQUIPMENT PROVIDED BY FOOD SERVICE EQUIPMENT FABRICATOR. EQUIPMENT SUPPLIER TO PROVIDE SHOPDRAWING OF COUNTER AND EQUIPMENT FOR REVIEW. T- 0 N 5 RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 D ' SEAL JI y00— N K/M •�: M �. AR95652 /1. c �c/sT Fj'EE��(•A/RyG p N Lii 0 ly s %tl by YooJin Kim DW C "$, Ey-jin.khd—dh.c Yoo-Jln Klnn O A H,QN=Y—JnKim O ' + V D t.: 2020.04 M .1:29 4'00' F.-. Z W_ SIGNATURE C� U a REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: ENLARGED PLANS & INTERIOR ELEVATIONS SHEET ID: A401 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 I 3 I 4 5 U C F: E Y co U Ir ¢I W z A U a 00 CIO N N CN N M HEAD CHASE TYPE D UNDERSIDE OF STRUCTURE ABOVE 22 GA. MTL. STUD BRACING @ 48" O.C. MAX (ALTERNATE) - CONNECT EA. BRACING TO DECK ABOVE W/ (4) POWER ACTUATED CONC FASTENERS & TO HEAD TRACK W/ (4) 1/2" SELF -TAPPING PAN HEAD SCREWS CONT. HEADER TRACK SECURED @ 24" O.C. CEILING AS SCHEDULED (1) LAYER 5/8" G.W.B. - SECURE W/ 1" TYPE'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD FINISHED ROOM 3 5/8" METAL STUD @ 16" O.C. MAX CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" '10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK FINISH FLOOR Ott rcur 00 m r HEAD 3/4" = 1' - 0" TYPE C ACT TO ACT W/ GWB SOFFIT SCALE: 1 1/2" =1'41 )N 3 5/8" FINISH AS SCHEDULED. (TYP.) EXISTING SLIDE DOOR GWB PARTITION, PER PLAN METAL FRAMING I ! BLOCKING EXISTING SLIDE DOOR — - - - - - - - - FIXED PANEL/ FRAME -------------- -- - -- - - -- - FEC2, SEMI -RECESSED GASKET W/ ADHESIVE �� N FIRE EXTINGUISHER - CABINET, PER SPECIFICATIONS, AS LOCATED ON PLANS SHIM AS NECESSARY WALL PARTIT SCHE' 3" SOUND ATTENL BLANKET WHERE SCHE PARTITION TO MULLION PLAN DETAIL SCALE: 3" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. UNDERSIDE OF STRUCTURE ABOVE CONTINUOUS FIRE CAULK,(BOTH SIDES) CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED TYPE "C" SOUND ISOLATING BATT. INSULATION 3/4" STIFFENING CHANNEL CONT. AS REQUIRED 3 5/8" METAL STUD @ 16" O.C. (1) LAYER 5/8" TYPE "X" G.W.B. @ EA. SIDE - SECURE W/ 1" TYPE 'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD NOTE: ASSEMBLY FIRE RESISTANCE RATING 1 HR. - COMPLY WITH U.L. DESIGN NO. U465 CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK (BOTH SIDES) FINISH FLOOR SEALANT, ALL SIDES -Nv TOR -OF F-€. i OR F.E.C. HEAD 3/4" = 1' - 0" TYPE B SEE: RCP FOR ELEV. ACOUSTIC CEILING TILE AS SCHED._7z 5/8" GYPSUM WALL BOARD - FINISH AS SCHEDULED CORNER REINFORCING, TYP. AT ALL OUTSIDE CORNERS (TYP.) ACT TO ACT BULKHEAD SCALE: 1 1/2" = V-0" GWB PARTITION, PER PLANS METAL FRAMING BLOCKING FEC2, SEMI RECESSED FIRE EXTINGUISHER CABINET, PER SPECIFICATIONS, AS LOCATED ON PLANS SHIM AS NECESSARY CONT. SEALANT, ALL EDGES FIRE EXTINGUISHER MOUNTING DETAILS SCALE: 1 1/2" = V-0" UNDERSIDE OF STRUCTURE ABOVE CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED (1) LAYER 5/8" G.W.B. @ EA. SIDE - SECURE W/ 1" TYPE 'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD BATT. INSULATION 3 5/8" METAL STUD @ 16" O.C. 3/4" STIFFENING CHANNEL CONT. AS REQUIRED CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK (BOTH SIDES) FINISH FLOOR to HEAD UNDERSIDE OF STRUCTURE ABOVE 22 GA. MTL. STUD BRACING @ 48" O.C. MAX (ALTERNATE) - CONNECT EA. BRACING TO DECK ABOVE W/ (4) POWER ACTUATED CONC FASTENERS & TO HEAD TRACK W/ (4) 1/2" SELF -TAPPING PAN HEAD SCREWS CEILING AS SCHEDULED CONT. HEADER TRACK SECURED @ 24" O.C. (1) LAYER 5/8" G.W.B. @ EA. SIDE -SECURE W/ 1" TYPE 'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD TYPE "C" SOUND ISOLATING BATT INSULATION CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" '10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK FINISH FLOOR 3/4" = 1' - 0" TYPE A 3/4" = 1' - 0" METAL FRAMING TO STRUCTURE ABOVE 3-5/8" MTL HEADER, TYP. ACOUSTIC CEILING TILE AS SCHED. PLAN 5/8" G.W.B. @ EA. SIDE ATTACH STUD @ STL. COL. W/ 2 1/2" STL. SCREWS @ TOP, BOTTOM, AND MID POINT TUBE STEEL BRACING COL. 3"X3" X 1/2" W/ 3"X9" X 1/2" WELDED BASE PLATE. SECURE BASE PLATE TO NEW CONC. FLOOR SLAB WITH (2) 3/4"X 2" EXPANDED "KW IK BOLTS" 0 3 5/8" METAL STUD FRAMING @ 16" O.C. CONT. CORNER BEAD @ ALL OUTSIDE CORNERS 14 GA TYPE 304 ST. STL W/ #4 FINISH CAP 2 X 6 CONT. NAILER FASTENED TO MTL. CHANNEL TRACK CONT. SEALANT BOTH SIDES 5/8" G.W.B. @ EA. SIDE WITH WP-1 WALL PROTECTION. SEE FINISH SCHEDULE TUBE STEEL BRACING COL. 3"X3" X 1/2" W/ 3"X9" X1/2" WELDED BASE PLATE. SECURE BASE PLATE TO NEW CONC. FLOOR SLAB WITH (2) 3/4"X2" EXPANDED "KWIK BOLTS" 3 5/8" METAL STUD FRAMING @ 16" O.C. CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" *10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 16" C/C MAX. � � BASE AS SCHEDULED .!CONT. FIRE CAULK (BOTH SIDES) FINISH FLOOR SECTION TYPE E 3/4" = 1' - 0" GENERAL PARTITION NOTES 1. ALL STUD GAUGES AND LIMITING HEIGHTS IN GYPSUM WALL BOARD REFERENCE SPECIFICATIONS. 2. ALL PARTITIONS CONTAINING PLUMBING OR HAVING AN EXTERIOR FACE TO BE INSULATED. 3. THE FOLLOWING LIST OF ROOMS (IF USED) SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED USING MINERAL WOOL: a. ALL ROOMS ENCLOSED WITH RATED PARTITIONS 4. THE FOLLOWING LIST OF ROOMS (IF USED) SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED WITH SOUND ATTENUATION BATTS AS SPECIFIED: a. TOILET ROOMS b. OFFICES c. EXAM ROOMS d. CONFERENCE ROOMS 5. ALL RATED PARTITIONS TO EXTEND FROM TOP OF SLAB TO UNDERSIDE OF STRUCTURE. SEAL TOP AND BOTTOM TYPICAL. 6. ALL INTERIOR ROOF DRAINS AND OVERFLOW DRAINS TO BE WRAPPED CONTINUOUSLY WITH SOUND ATTENUATION INSULATION. 7. REFER TO PLANS FOR LOCATION OF PARTITION TYPES. "A" IS THE TYPICAL PARTITION TYPE UNLESS NOTED OTHERWISE. 8. UNDERSIDE OF STRUCTURE INDICATED AT HEAD CONDITION FOR EACH PARTITION TYPE IS DIAGRAMMATIC ONLY, AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS. 9. INSTALL FRAMING AND GYPSUM WALL BOARD TO OFFSET AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS TO MAINTAIN FIRE RESISTIVE RATINGS. 10. WHERE GYPSUM WALL BOARD EXTENDS TO THE UNDERSIDE OF STRUCTURE, STOP GYPSUM WALL BOARD'/2 BELOW LINE OF STRUCTURE AND SEAL AS REQUIRED. 11. FIRE RESISTANT, RATED PARTITIONS TO BE INSTALLED WITH FIRESTOP SEALANT, UNLESS NOTED OTHERWISE. 12. NON -RATED PARTITIONS TO BE INSTALLED WITH ACOUSTICAL SEALANT, UNLESS NOTED OTHERWISE. 13. REFER TO MECHANICAL DRAWINGS FOR DETAILS ON PIPE PENETRATIONS THROUGH ACOUSTICAL PARTITIONS AS WELL AS RATED PARTITIONS. 14. INSTALL FIRE RETARDANT, TREATED BLOCKING IN PARTITIONS AS REQUIRED ON DRAWINGS. 15. ALL PARTITIONS SCHEDULED TO RECEIVE TILE OR FRP, SHALL BE CONSTRUCTED OF WATER- RESISTANT CORE GYPSUM WALL BOARD. 16. PER RS&H MOLD PREVENTION GUIDELINES, DO NOT INSTALL GYPSUM WALL BOARD IN DIRECT CONTACT WITH THE FLOOR. ALL PARTITIONS SHALL BE SHIMMED'/2 OFF THE FLOOR WITH NON -POROUS SHIMS. PLASTIC NON -POROUS HORSESHOE SHIMS ARE RECOMMENDED. GYPSUM WALL BOARD SHIMS ARE NOT ACCEPTABLE. SEAL WITH ACOUSTIC SEALANT AT NON -RATED WALLS. SEAL WITH FIRE RATED SEALANT AT RATED WALLS. CLOSE CEILING SPACE W/ 5/8" TYPE "X" GYP. WALL BD. SEAL ALL JOINTS & MTL. STUD FRAMING CLOSE CEILING SPACE W/ PENETRATIONS & POLYTHENE MEMBRANE PERIMETER W/ DUCT TAPE SEAL AROUND ALL PIPE riSEAL AROUND ALL PIPE & DUCT & DUCT PLASTER TAPE ALL JOINTS, PLASTER TAPE ALL JOINTS, PENETRATIONS. HIGH TACK SPRAY OR EQUAL PENETRATIONS. SECURE ALL TAPE W/ HIGH TACK SPRAY OR EQUAL SECURE ALL TAPE W/ ON RAM -TACK IN THE 5/8" TYPE "X' GYP. BD. ON 3-5/8" RAM -TACK IN THE 3-5/ TYPE . S GYP. BD. IN ( ) PARTITION &POLY 3-5/8" MTL. STUD FRAMING PARTITION & POLY MTL. STUD FRAMING 1-HR. . BARRIER W/ DUCT TAPE FINISH OCCUPIED SIDE W/ BARRIER W/ DUCT TAPE A.I.(1-HR.). FINISH OCCUPIED ENOVATED SID OCCUPIED @b2SS PAINT IDE W/ GLOSS PAINT PROVIDE 20 MIN. RATED PROVIDE 20 MIN. RATED RENOVATED SID OCCUPIED SIDES DOOR IN RATED FRAME IF TYPE "C" SOUND DOOR IN RATED FRAME IF TYPE "C" SOUND ACCESS DOORS ARE X ISOLATING BATT ACCESS DOORS ARE ISOLATING BATT INSTALLED INSULATION INSTALLED INSULATION CONT. 35/8" SILL TRACK CONT. 35/8" SILL SECURED TO FLOOR EXISTING FLOOR TRACK SECURED TO EXISTING FLOOR FLOOR ALTERNATE TEMPORARY 1 HR. PARTITION � TEMPORARY 1 HR. PARTITION SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 - LCC000210 - GB238 Advent Hea Ith PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL ,�Op—JIN 1(14f . M AR95652 :� c •. . �� C)F TFREI;�eFtG� N �9-d by Yoo-Jin Q DN: C=US, Yoo-JIn Kim E yoo-jinkm®rsandncom O.RSH. CN=Yoo-Jim Kim O ♦ ♦ V Date: 20M04.08 09:41:02-04'00' Z W_ SIGNATURE J c� x a REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: PARTITION TYPES & DETAILS SHEET ID: A501 PROJECT STATUS: CONSTRUCTION DOCUMENTS 4 5 1 I 2 I 3 I 4 I 5 I a (0 c� co ch co 0 N O N co N co C�] C u A 1 2" FLAT STEEL TRIM RING 1 1/4" STEEL TUI (1) LAYER NOME INSULATION TAI QUARTZ SURFA COUNTER TOP COUNTER SUBIr DROP -IN UNIT MILLWORK BEAUTY/ HEAT RING DETAIL SERVING QUARTZ SURFACE COUNTER WITH OUTLET CUTOUT CONTRA( CONTRO[ PANEL/SV MOUNTE[ APRON EQUIPMENT SHOWN FOR REFERENCE ONLY 0 I I CONTROL PANEL MOUNTING DETAIL NOTE: SERVERY COUNTERS AND EQUIPMENT PROVIDED BY FOOD SERVICE EQUIPMENT FABRICATOR. EQUIPMENT SUPPLIER TO PROVIDE SHOP DRAWINGS OF COUNTER AND EQUIPMENT FOR REVIEW. PLAS. LAM OVER 3/4" SUBSTRATE ELECTRICAL BOX WITH OUTLET AND FACEPLATE BY E.C. II PLAS. LAM OVER 3/4" SUBSTRATE — II STAINLESS II II STEEL BASE SB-1 I I SERVING QUARTZ SURFACE COUNTER WITH OUTLET CUTOUTS BY MILLWORK CONTRACTOR UTILITY CHASE PLAS. LAM OVER 3/4" SUBSTRATE CONDUIT AND WIRING BY E.C. STAINLESS STEEL BASE SB-1 COUNTER -MOUNTED RECEPTACLE )LID SURFACE COUNTERTOP AND BACKSPLASH NYL EDGE BANDING TO MATCH SOLID SURFACE (TYP.) :AVY DUTY DRAWER GLIDE AND JST PANEL HITE MELAMINE INTERIOR (TYPICAL) \BINET DRAWER WITH PLAS LAM L EXPOSED SIDES \SE AS SCHEDULED PRINTER BASE - SOLID SURFACE (TYP. SCALE: 3" = V-0" SCALE: 1" = V-0" @ SERVERY SCALE: 1" = V-0" @ SERVERY SCALE: 1" = V-0" d q 4" 71 1 PLASTIC DISC AND TUBE ASSEMBLY SET IN HOLE IN COUNTERTOP AND ADHESIVE APPLIED OPENING FACE OF BACKSPLASH 21/2" OPAQUE PLASTIC TUBE SNUG FIT INTO HOLE MATCH SOLID SURFACE COLOR COUNTER GROMMET DETAIL SCALE: 3" = V-0" CAULK FULL PERIMETER 2" DIA. PRE-CUT GROMMET. (COORD. LOCATION W/ OWNER) SOLID SURFACE COUNTERTOP AND BACKSPLASH W/EASED EDGE 3/4" X - CONTINUOUS BLOCKING AS REQUIRED HAFELE WORK SURFACE BRACKET -WHITE; INSTALL PER MANUFACTURER'S INSTRUCTIONS BASE AS SCHEDULED COUNTER -SOLID SURFACE (TYP. PLAS LAM. SLOPED TOP ADJUSTABLE SHELF MOUNTED ON TAB AND HOLES WHITE MELAMINE INTERIOR (TYP.) 1/4" TEMP. HARDBD. BACKING CABINET DOOR WITH PLAS LAM ALL SIDES - MOUNT ON SELF - CLOSING CONCEALED HINGES DOOR PULL - MOUNT CENTERLINE 1 1/2" FROM DOOR EDGE UPPER CABINET HEIGHTS VARY. REFER TO INT. ELEVATIONS FOR MORE INFO. UPPER CABINET (TYP.) SLOPED TOP SCALE: 1" = V-0" SOLID SURFACE COUNTERTOP AND BACKSPLASH WITH EASED EDGE DRAWER GLIDE AND DUST PANEL DOOR PULL - MOUNT CENTERLINE 1 1/2" FROM DOOR EDGE CABINET DOOR WITH PLAS LAM ALL SIDES - MOUNT ON SELF -CLOSING CONCEALED HINGES ADJUSTABLE SHELF MOUNTED ON TAB AND HOLES WHITE MELAMINE INTERIOR (TYPICAL) BASE AS SCHEDULED BASE CABINET - SOLID SURFACE (TYP.) SCALE: 1" = V-0" SCALE: 1" = V-0" SOLID SURFACE COUNTERTOP WITH EASED EDGE & 4" BACKSPLASH WITH DROP IN SINK CONT. FRAMING AS REQ'D PROVIDE BLOCKING AS REQ'D (TYP.) CONTRACTOR TO ENSURE SPECIFIED SINK FITS SINK CABINET PRIOR TO PURCHASE. EDGE BLOCKING BEYOND AND IN FOREGROUND TO SUPPORT PANEL(S) REMOVABLE PANEL; PLAS. LAM. OVER 3/4" SUBSTRATE — BASE AS SCHEDULED SINK BASE (TYP. SCALE: 1" = V-0" VARIES 8t, OPEN BELOW NOTE: COUNTERTOP WIDTH VARY IN DEPTH. REFER TO ENLARGED PLANS FOR MORE INFO. �- SOLID SURFACE COUNTERTOP AND DMF�GDE AND DUST PANEL -- DOOR PULL N � WHITE MELAMINE INTERIOR (TYPICAL) CABINET DRAWER WITH PLAS LAM ALL EXPOSED SIDES BASE AS SCHEDULED 3 DRAWER CABINET -SOLID SURFACE (TYP.) SCALE: 1" = V-0" 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL OF •F(o�/o Epp—JIN K/,y ••: C; .; _ — •. CM ' AR95652 m I i / �FRAED.ARG�� cm -�/9.¢�fy s198•tl by I.-j" Km Q Yoo-Jin Kim 5HYm_,;dKmm. O C Date:2 W.04.08 09:40:40-04'00' w SIGNATURE J U a U a REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: MILLWORK DETAILS SHEET ID: A503 PROJECT STATUS: CONSTRUCTION DOCUMENTS ` I Copyright© 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 expressed written consent of this corporation is prohibited. All rights reserved. 3 4 9 1 1 2 1 3 4 _ I _ 119R' _ _ 'il l�!!1!�'�11 5 I ,+ 0 C B P. Y E Y I % I _ U X Q JI Z A 2 a N v ed 0 N 0 N ro N M Design No. U465 BXUV.U465 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UUs Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U465 May 30, 2017 Nonbearing Wall Rating — 1 HR. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such assCCanada), respectively. , / � kS.:/ I.i --.—t T 1 _. �: 11 I i a A/ I--_" _ 1 I~_ -' '� i .*. i 1. Floor and Ceiling Runners — (Not Shown) — Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG gaiv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. IA. Framing Members* — Floor and Ceiling Runners — (Not Shown) — As an alternate to Item 1 — Channel shaped, min 3-5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1B. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20-' Track CRACO MFG INC — SmartTrack20`" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20'" Track 1C. Floor and Ceiling Runners — (Not Shown) — For use with Item 2C — Channel shaped, fabricated from min 20 MSG corrosion -protected or gals steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. ID. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1C — For use with Item 2D and 4G only, proprietary channel shaped runners, 1-1/4 in, deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick gaiv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK I.E. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1D — For use with Item 2E and 4I only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — TRUE -TRACK'"' 1F. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through lE — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. KIRII (HONG KONG) LTD — Type KIRII IG. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1F — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide, attached to floor and ceiling with fasteners spaced 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min I in. long legs, for use with studs specified below and fabricated from min 0.02 in galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20' Track VT100 1I. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2H, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper201' Track 13. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 — For use with Item 2 L, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick gals steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. STEEL INVESTMENT GROUP L L C — AlphaTRAK 2, Steel Studs — Channel shaped, 3-5/8 in, deep (min), formed from min No. 25 MSG gaiv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height. 2A. Framing Members* — Steel Studs — As an alternate to Item 2 — Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2B. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick gals steel. Studs cut 3/4 in. less in length than assembly height. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20' CRACO MFG INC — SmartStud20' MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20'" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 1I. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2H, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20'" Track 11. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 — For use with Item 2 L, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. STEEL INVESTMENT GROUP L L C — AlphaTRAK 2. Steel Studs — Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height. 2A. Framing Members* — Steel Studs — As an alternate to Item 2 — Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2B. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper2l) " CRACO MFG INC — SmartStud20' MARINO/ WARE, DIV OF WARE INDUSTRIES INC — Viper20'" 2C. Steel Studs — (As an alternate to Item 2, For use with Item 4E) — Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2D. Framing Members* — Steel Studs — As an alternate to Items 2 through 2C — For use with Item ID and 4G only, channel shaped studs, min 3-5/8 in, wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD 2E. Framing Members* — Steel Studs — As an alternate to Items 2 through 2D — For use with Item lE and 4I only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick gaiv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE -STUD'" 2F. Framing Members* — Steel Studs — As an alternate to Items 2 through 2E — For use with Item 1F, channel shaped studs, min 3-5/8 in. wide fabricated from min 25 MSG steel, spaced a max of 24 In. OC. Studs to be cut 1/2 in less than assembly height. KIRII (HONG KONG) LTD — Type KIRII 2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 through 2F — For use with Item IG. Proprietary channel shaped studs, minimum 3-5/8 in, wide, Studs to be cut 1/2 in, less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 11, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height. TELLING INDUSTRIES L L C — ViP er20— 2I. Framing Members* — Steel Studs — In lieu of Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, 3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height. ES METAL INC — NITROSTUD 2J. Framing Members* — Steel Studs — In lieu of Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, 3-5/8 in. deep (min), spaced 24 in, OC max. Studs to be cut 3/4 in. less than assembly height. OL14AR SUPPLY INC — PRIMESTUD 2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item IB (3-5/8 in. wide track), channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, 1-1/4 in. wide by 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Studilite- 2L. Framing Members* — Steel Studs — As an alternate to Items 2 — For use with Item 1J, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. STEEL INVESTMENT GROUP L L C — AlphaSTUD 3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application instructions supplied with the product. U S GREENFIBER L L C — IN5735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to be used for dry application only 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A — Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 3C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose fiber The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP — Celbar-RL 3D. Batts and Blankets* — For use with Item S. Nom 3 in. thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceiling runners. See Batts and Blankets (BZJZ) category for names of manufacturers. 3E. Batts and Blankets* — For use with Item 4P. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies 4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to Items 6 (resilient channels) or 6A, 6B or 6C (fuming channels), gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. ACADIA DRYWALL SUPPLIES LTD — Type X, 5/8 Type X, Type Biueglass Exterior Sheathing AMERICAN GYPSUM CO — Types AG-C, AGX-1, M-Glass BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1 CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX) CERTAINTEED GYPSUM INC — Types l EGRG G1asRoc Type Pe X Type X 1 Type C 5/8" Easi Lite TYPe X CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPF56, LS, Type X, Veneer Piaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass Type X, Type X ComfortGuard Sound Deadening Gypsum Board, Type LWX, Veneer Plaster Base -Type LWX, Water Rated -Type LWX, Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGLZW, Sheathing - Type DGL2W K 3 NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSMR-C, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSL PA13CO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types PG-C, PG-9, PG-11, PGS-WRS PANEL REY S A — Types GREX, PRC, PRC2, PRX, RHX, MDX, ETX SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc Dural-ine M2TECH, Gyproc Dural-ine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc Dural-ine M2TECH ACTIV'Air SLAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1 THAI GYPSUM PRODUCTS PCL — Type X, Type C (Joint tape and compound, Item 5, optional for use with Type USGX) USG SORAL ZAWAWI DRYWALL L L C SFZ — Types C, SCX USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX) 4A. Gypsum Board* — (As alternate to Item 4) — Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type 5 steel screws spaced 8 in OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally. CERTAINTEED GYPSUM INC — Type X, Type X-1, Type C, Type EGRG/ GlasRoc, Type SilentFX CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX) CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD GEORGIA-PACIFIC GYPSUM L L C — Types DAP, DAPC, DGG, DS SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc Dural-ine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air THAI GYPSUM PRODUCTS PCL — Type X, Type C UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX) USG BORAL ZAWAWI DRYWALL L L C SFZ — Types C, SCX USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX) 48. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in. CGC INC — Types AR, IP-AR UNITED STATES GYPSUM CO — Types AR, IP-AR USG MEXICO S A DE C V — Types AR, IP-AR 4C. Gypsum Board* — As an alternate to Items 4, 4A, and 4B — Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing. GEORGIA-PACIFIC GYPSUM L L C — Type DGG, GreenGlass Type X 4D. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C — Nom. 5/8 in. thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Gypsum panels fastened to framing with 1 in. long Type S steel screws 8 in. OC along vertical edges and 12 in. OC in the field when panels are applied vertically. When gypsum panels applied horizontally, fasten to framing with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges and in the field Screws spaced a max 12 in. along the top and bottom edges of the wall for both vertical and horizontal applications. NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSL, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSMR-C 4E. Gypsum Board* — (As an alternate to Items 4 through 4D) — Installed as described in Item 4. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 1 in. long, Type S steel screws spaced, 8 in. OC. Not to be used with item 6. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 4F, Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. RAY -BAR ENGINEERING CORP — Type RB-LBG 4G. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1D and 2D only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A, LGFC-C/A NATIONAL GYPSUM CO — Types FSW UNITED STATES GYPSUM CO — Type SCX USG SORAL ZAWAWI DRYWALL L L C SFZ — Type SCX 4H. Gypsum Board* — (As an alternate to Items 4 through 4G) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Type QufetRock ES 4I. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1E and 2E only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. UNITED STATES GYPSUM CO — Type SCX USG SORAL ZAWAWI DRYWALL L L C SFZ — Type SCX 4). Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) — Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically, Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A). MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 4K. Gypsum Board* — (As an alternate to Item 4 and 4A, not for use with Items 1D, 1E, 2D and 2E) — Nom. 5/8 in thick gypsum panels with beveled, square or tapered edges installed as described in Item 4 and 4A. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 4L. Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type 5-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in, long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs,nominal 3 in. diam b max n. i /8 y a 0 O85 l thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 4M. Gypsum Board* — (For use with Item 8) — 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 8) with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 8). Secured to outermost studs and floor and ceiling runners with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. AMERICAN GYPSUM CO — Type AG-C CERTAINTEED GYPSUM INC — Type FRPC, Type C CGC INC — Types C, IP-X2, IPC-AR CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC-C/A GEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC, TG-C NATIONAL GYPSUM CO —Types eXP-C, FSK-C, FSW-C PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Type PG-C PANEL REY S A — Types PRC, PRC2 NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UL. 2017 UL LLC SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc Dural-ine, Gyproc Dural-ine MR, Gyproc Dural-ine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air THAI GYPSUM PRODUCTS PCL — Type C UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR USG BORAL ZAWAWI DRYWALL L L C SFZ — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR 4N. Wall and Partition Facings and Accessories* — (As an alternate to Item 4) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Type QufetRock 527 40. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C — Two layers Nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Horizontal joints on the same side need not be staggered. When applied horizontally, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC and staggered 4 in. OC between layers. When applied vertically, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field, staggered 4 in. OC between layers. Screws spaced a max 12 in. along the top and bottom edges of the wall. NATIONAL GYPSUM CO — Type FSW 4P. Gypsum Board* — As an alternate to Item 4. For use with Item 3E, Batts and Blankets* — 5/8 in. thick, 4 ft wide, installed as described in Item 4. UNITED STATES GYPSUM CO — Types ULIX 5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. 6. Resilient Channel — (Optional — Not Shown) — 25 MSG gaiv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S- 12 pan head steel screws. May not be used with Item 4F or 43. 6A. Steel Framing Members* — (Not Shown) — As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gaiv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Framing Members* — Used to attach furring channels (Item a) to studs (Item 2). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75) 68. Framing Members* — (Not Shown) — (Optional on one or both sides) — As an alternate to Item 6, furring channel and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 4. b. Steel Framing Members* — Used to attach furring channels (Item 6Ba) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S- 12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type Genie Clip 6C. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b, Ends of adjoining channels overlapped 6 in. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. b. Steel Framing Members* — Used to attach furring channels (Item 6Ca) to studs. Clips spaced 24 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 7. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the steel framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Type QuietRock QR-500 and QR-510 S. Mineral and Fiber Board* — (Optional, Not Shown) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to studs and floor and ceiling runners with 1-5/8 in. long Type S steel screws, spaced 12 In. OC and 24 in. OC along all intermediate framing. The required UL Classified gypsum board layer (Item 4M) Is to be Installed over the Mineral and Fiber Boards. Batts and Blankets, Item 3D, and Adhesive, Item 11, are required. HOMASOTE CO — Homasote Type 440-32 9. Lead Batten Strips — (Not Shown, For Use With Item 4E) — Lead batten strips, min 1-112 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum board (Item 4E) and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Strips — (Not Shown, for use with Item 43) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in, long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or W. Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 41) and optional at remaining stud locations. 10. Lead Discs or Tabs — (Not Shown, For Use With Item 4E) — Used in lieu of or in addition to the lead batten strips (Item 8) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4E) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.91/o meeting the Federal specification QQ-L-201f, Grade "C". 10A. Lead Discs — (Not Shown, for use with Item 43) — Max 5/16 in. diam by max 0.140 in, thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 11. Adhesive — Not Shown — (For use with Item 8) — Construction grade adhesive applied in vertical, serpentine, nominal 3/8 inr wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 8). 12. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — For use with Items 1 to 1I, Items 2 to 23, Item 3, Items 4 to 41, Item 5 and Item 6. For maximum fire rating of 1 hour. On one side of the wall, over the first layer of Gypsum Board (Item 4 to item 4I), install RefleXor membrane with the gold side facing outwards. Membrane installed with T50 staples spaced 12 inches on center in both directions as per manufacturer's instructions, seams in membrane to be overlapped by 2 inches. When RefleXor membrane is used an additional layer of Gypsum Board that is identical to the one used in the first layer and as specified in Item 4 to Item 4I shall be installed over the membrane. The additional layer of Gypsum Board to be Installed through the membrane to the stud as specified in Item 4 to Item 41 except the fastener length shall be increased by a minimum of S/8 inch. Install Batts and Blankets in the stud cavity as per Item 3. On the other side of the wall, prior to the installation of the Gypsum Board, install Resilient Channels as per Item 6. Over the Resilient Channels install 3/4 inch thick SONOpan panel secured to the Resilient Channels with drywall screws and washers spaced at 16 in. OC an the perimeter of the panel and 8 in. OC in the field of the panel. Over the SONOpan panel install the same Gypsum Board as specified in Item 4 to Item 41 with the fastener length increased by minimum 3/4 inch. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. MSL — RefleXor membrane, SONOpan panel * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cull. Certification (such as Canada), respectively. Last Updated on 2017-05-30 Ouestions? Print this page Terms of Use Page Top c 2017 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "^c, 2017 UL LLC". 4 1 5 RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 1111111,00 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL ,(oo *,N K,�, -� I i— CO AR956j.& meI`1. Oos. %- FREDLij TAN SJ_ Digitally, by Yoo-Jin signed Kim Q O DN: C=US, Yoo-Jin KiM E=yoo-iln.ldm®rsandhxom. Kim 0 O=RSH, CN=Yw-Jin Date: 2020.04.08 Z 09:3e:45-04'00' uJ SIGNATURE J U a V 2 Q REVISIONS NO. DESCRIPTION DATE --I— J DATE ISSUED: 03/20/2020 REVIEWED BY: Checker DRAWN BY: Author DESIGNED BY: Designer PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: UL DETAILS SHEET ID: PROJECT STATUS: CONSTRUCTION DOCUMENTS a M M CO O N O N 00 N M expressed written consent of this corporation is prohibited. All rights reserved. T- A N_ to O O O Cl) N W 0 O U F- Z W J U Q U 2 Q . - i I _ i I I ,_ -1 1 ' -_ - 1:' 11 n i'9 I'll ' IM111III 1'I 7,11 1 1 1 I 1 li 1 _ 1 2 I 3 1 4 I _ I _ II L1P�I�IIy 5 Is] C B A a N N N V 0 N 0 N LO N M STRUCTURAL ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE L STEEL ANGLE ADD ADDITIVE LB POUND ADDL ADDITIONAL LGTH LENGTH AFF ABOVE FINISHED FLOOR LL LIVE LOAD AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LLH LONG LEG HORIZONTAL AISI AMERICAN IRON AND STEEL INSTITUTE LLV LONG LEG VERTICAL ALT ALTERNATE/ALTERNATIVE LONG LONGITUDINAL ALUM ALUMINUM LSH LONG SIDE HORIZONTAL ANCH ANCHOR LSL LAMINATED STRAND LUMBER ARCH ARCHITECTURE/ARCHITECTURAL LSV LONG SIDE VERTICAL ASD ALLOWABLE STRESS DESIGN LT WT LIGHT WEIGHT ASTM AMERICAN SOCIETY OF TESTING MATERIALS LVL LAMINATED VENEER LUMBER AWS AMERICAN WELDING SOCIETY MATL MATERIAL B/ BOTTOM OF MAX MAXIMUM BCX BOTTOM CHORD EXTENSION MB MASONRY BEAM BLDG BUILDING MC MISCELLANEOUS CHANNEL/MASONRY COLUMN BLK BLOCK MECH MECHANICAL BM BEAM MET METAL BOT BOTTOM MFR MANUFACTURE/MANUFACTURER BP BASE PLATE/BEARING PLATE MID MIDDLE BRIG BEARING MIN MINIMUM BTWN BETWEEN MISC MISCELLANEOUS MO MASONRY OPENING C CHANNEL MPH MILES PER HOUR CB CONCRETE BEAM CC CONCRETE COLUMN NGVD NATIONAL GEODETIC VERTICAL DATUM CF CUBIC FEET (FOOT) NIC NOT IN CONTRACT CFS COLD FORMED STEEL NO NUMBER CIP CAST IN PLACE NS NEAR SIDE CJ CONTRACTION JOINT OR CONTROL JOINT NTS NOT TO SCALE CL CENTERLINE CLR CLEAR/CLEARANCE OC ON CENTERS CM CONCRETE MASONRY OD OUTSIDE DIAMETER CMU CONCRETE MASONRY UNIT O.F. OUTSIDE FACE CO COMPANY OPNG OPENING COL COLUMN OPP OPPOSITE CONIC CONCRETE OSB ORIENTED STRAND BOARD CONT CONTINUOUS CONN CONNECTION P/C PRECAST CONCRETE/PILE CAP CONST CONSTRUCTION P/T POST TENSIONED COORD COORDINATE PAR PARALLEL CSJ CONSTRUCTION JOINT PCB PRECAST CONCRETE BEAM CTR CENTER PCC PRECAST CONCRETE COLUMN CTRD CENTERED PCF POUNDS PER CUBIC FEET CY CUBIC YARD PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE PEMB PRE-ENGINEERED METAL BUILDING DEPT DEPARTMENT PEN PENETRATION DIET DETAIL P.J. PANEL JOINT CENTERLINE DIA DIAMETER PL PLATE DIAG DIAGONAL PLF POUNDS PER LINEAR FOOT DIM DIMENSION PLMG PLUMBING DIST DISTANCE PLY PLYWOOD DL DEAD LOAD PREFAB PREFABRICATED DN DOWN PSF POUNDS PER SQUARE FOOT DWG DRAWING PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER EA EACH PT PRESSURE TREATED EE EACH END PTI POST -TENSIONING INSTITUTE EF EACH FACE EHPA EMERGENCY HURRICANE PROTECTION AREA RNV REINFORCED WITH EJ EXPANSION JOINT RD ROOF DRAIN ELEC ELECTRIC/ELECTRICAL REF REFERENCE EL ELEV ELEVATION REINF REINFORCING ENGR ENGINEER REQD REQUIRED EOD EDGE OF DECK REV REVISION FOR ENGINEER OF RECORD RFI REQUEST FOR INTERPRETATION EOS EDGE OF SLAB RTU ROOF TOP UNIT EQ SP EQUAL SPACED ES EACH SIDE SB SOFFIT BEAM EW EACH WAY SCHED SCHEDULE EXIST EXISTING S.F. SQUARE FEET EXP EXPANSION SF STRIP FOUNDATION EXT EXTERIOR SIM SIMILAR SPC SPACE/SPACES F FOUNDATION SPECS SPECIFICATIONS FD FLOOR DRAIN SQ SQUARE FDN FOUNDATION SS STAINLESS STEEL FF FINISHED FLOOR STD STANDARD FIN FINISH STIFF STIFFENER FIN GR FINISH GRADE STL STEEL FLR FLOOR STRUCT STRUCTURAL FS FAR SIDE SYM SYMMETRICAL FT FEET/FOOT FTG FOOTING T/ TOP OF TB TIE BEAM GA GAGE/GAUGE TIC TIE COLUMN GALV GALVANIZED T&B TOP AND BOTTOM GB GRADE BEAM TCX TOP CHORD EXTENSION GC GENERAL CONTRACTOR TDS TURN DOWN SLAB GEN GENERAL TE THICKENED EDGE GL GRID LINE TEMP TEMPERATURE GS GALVANIZED STEEL TENS TENSION THD THREAD/THREADED HD HOT DIPPED THK THICK HDG HOT DIPPED GALVANIZED TOL TOLERANCE HORIZ HORIZONTAL TRANS TRANSVERSE HSA HEADED STUD ANCHOR TS TUBE STEEL HSS HOLLOW STRUCTURAL SECTION T.S. THICKENED SLAB HT HEIGHT TWF THICKENED WALL FOUNDATION TYP TYPICAL I MOMENT OF INERTIA ID INSIDE DIAMETER UNO UNLESS NOTED OTHERWISE I.F. INSIDE FACE IN INCH VERT VERTICAL INT INTERIOR VOL VOLUME JST JOIST W WIDE FLANGE SECTION JT JOINT W/ WITH W/O WITHOUT K KIP (1000 LB) WD WOOD KLF KIPS PER LINEAL FOOT WF WALL FOOTING KSI KIPS PER SQUARE INCH WP WATERPROOF KWY KEYWAY W.P. WORKING POINT WS WELDED STUD WIT WEIGHT/STRUCTURAL TEE SECTION WWF WELDED WIRE FABRIC @ AT DESIGNATION # POUNDS / REBAR SIZE NUMBER +/- PLUS OR MINUS C.L. CENTER LINE & AND Sx SECTION MODULUS Ix MOMENT OF INERTIA STRUCTURAL SYMBOLS AND LEGEND DETAIL NUMBER SPAN DIRECTION i SECTION / DETAIL MARK NORTH ARROW SHEET NUMBER DETAIL NUMBER SHEET NUMBER X PLAN / DETAIL MARK X COLUMN GRID LINE I I I I — T/ ELEVATION MARK CIP CONCRETE COLUMN ABOVE IV X,-X" 77, X RECESS OR STEP IN SLAB TILT-UP/PRECAST CONCRETE COLUMN ABOVE SLR SLOPED SURFACE i— RUN PITCHED ROOF 12 CONCRETE COLUMN BELOW - � RISE PLAN NOTE METAL DECK MOMENT CONNECTION JOIST BEARING ELEVATION ' CONCRETE SLAB ON METAL DECK ROOF JOIST BEAM BOLTED JOIST CONNECTION ELEVATED CAST -IN -PLACE CONCRETE SLAB ROOF JOIST STEP FOUNDATION STEP HEIGHT = PRECAST CONCRETE PLANK C6 04 STEPPED FOUNDATION ELEVATED CAST -IN -PLACE CONCRETE SLAB F6.0 CC-1 COLUMN AND FOUNDATION TYPE MARKS WOOD SHEATHING SPOT ELEVATION, TYPICALLY X, TOP OF ITEM TAGGED � �. (TNVALL, T/FOUNDATION, ETC) SIZE DESIGNATION PANEL TYPE NUMBER OF WELDED STUDS P-X SEE SCHEDULE SPACED EQUALLY ALONG BEAM AMOUNT OF MIDSPAN 127M WALL TYPE DESIGNATION TAG CAMBER, UP W24x55 [56] c=2", COMPOSITE BEAM DESIGNATION INCREASED FLOOR LOAD <150> AREA IN PSF SIZE DESIGNATION TOTAL NUMBER OF WELDED STUDS WALL TYPES AMOUNT OF MID -SPAN CAMBER, TYP. LOAD BEARING MASONRY WALL NON -LOAD BEARING MASONRY WALL T I T TW36x194 (90) c=1" I COMPOSITE STEEL GIRDER DESIGNATION TILT-UP/PRECAST CONCRETE WALL (20) (20) (20) (20) CIP CONCRETE WALL STUD WALL PORTION OF TOTAL NUMBER OF WELDED STUDS TO BE SPACED EQUALLY BETWEEN NOTE: SYMBOLS AND LEGEND SHOWN ARE INTERSECTING BEAMS GENERIC AND DO NOT NECESSARILY INDICATE ACTUAL OCCURRENCES IN THESE DRAWINGS. INTERSECTING BEAM, TYP. STRUCTURAL SHEET INDEX SHEET # SHEET TITLE S001 ABBREVIATIONS SYMBOLS AND SHEET INDEX S002 STRUCTURAL GENERAL NOTES & WIND PRESSURE NOTES S112 NEW SLAB ON GRADE PLAN S122 MECHANICAL YARD AND FOUNDATION DETAILS RSUf 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ,&l:_T LC E_NGINEERI_NG S0LUTI0NS, 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 C Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENT HEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd Zephyrhills, FI 33541 James R. Mitchell, P.E. State of Florida Professional Engineer License No. 66911 This item has been electronically signed and sealed by the individual named above, sing a dated Digital Signature in the spac A elow, per F.A.C. Rule 1G15-23.004. Printed copies of this m ocument are not considered signed and c ealed, and the signature must be verified o n any electronic copies. M CV �� R• M/Tc% G CENS y ' O No. 66911 '• = Digitally signed by James R Mitchell * = ON: CN=James R Mitchell, Z iz` OU=A01427E00000169C9FDEC4500000D6C, = SirTE OF r c O=TLC Engineering Solutions, C=US W �(C •' �.� 0 R 1 �P' • \��� Date: 2020.03.25 17:10:11-04'00' U REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: JRM DRAWN BY: BAS DESIGNED BY: BMM, JFS PROJECT NUMBER: 504-0226-000 C 2019 RS&H, INC. SHEET TITLE: ABBREVIATIONS SYMBOLS AND SHEET INDEX SHEET ID: S001 PROJECT STATUS: CONSTRUCTION DOCUMENTS 1 Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 1 3 1 4 5 1 2 3 I 4 5 0 IN 1.1 A 2 a 0 M CV N v 0 N O L0 N M 1000 GENERAL NOTES: 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. 2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE ENGINEER OF RECORD FOR REVIEW OF ANY SUCH DEVIATIONS. 4. DO NOT SCALE DRAWINGS. 5. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. 6. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD. 7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE 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 TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND SUBMITTALS. 10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TLC ENGINEERING SOLUTIONS IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK. 11. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFE SPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS. 12. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD -FORMED STEEL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. 13. IN THE PROFESSIONAL OPINION OF TLC ENGINEERING SOLUTIONS, INC. THE STRUCTURAL CONTRACT DOCUMENTS FOR THIS PROJECT HAVE BEEN PREPARED IN ACCORDANCE WITH THE DESIGN CRITERIA AS SET FORTH IN THE FLORIDA BUILDING CODE (FBC) 6th EDITION (2017), 14. NO PROVISIONS HAVE BEEN MADE FOR VERTICAL OR HORIZONTAL EXPANSION EXCEPT AS SHOWN ON CONTRACT DOCUMENTS. 15. FINISH FLOOR ELEVATION (FIRST FLOOR) OF 0'-0" (100'-0") IS USED AS A REFERENCE ELEVATION. REFERENCE ARCHITECT FOR FLOOR FINISHES AND ENSURE NEW FFE MATCHES EXISTING FLOOR ELEVATION 16. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD/REVIT FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS IS PROHIBITED UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM ENGINEER OF RECORD. 17. IN THE EVENT THAT THE STRUCTURAL CONTRACT DRAWINGS AND SPECIFICATIONS CONFLICT ON INFORMATION, THE STRUCTURAL CONTRACT DRAWINGS SHALL SUPERSEDE THE SPECIFICATIONS. 1060 DESIGN LOADS: 1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 6th EDITION (2017), AND AS SUPPLEMENTED BY LOCAL AMENDMENTS. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: A. DEAD LOADS: ROOF 20 PSF B. LIVE LOADS ROOF 20 PSF FLOOR (KITCHEN) 150 PSF C. WIND LOADS: PER FLORIDA BUILDING CODE, SECTION 1609. SEE SHEET S002 FOR COMPONENTS AND CLADDING PRESSURES. ULTIMATE DESIGN WIND SPEED, Vult 145 MPH (3 SEC. GUST) NOMINAL DESIGN WIND SPEED, Vasd 112 MPH (3 SEC. GUST) RISK CATEGORY III EXPOSURE B 1330 SHOP DRAWING REVIEW: 1. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON -CONFORMING DRAWING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 3. SHOP DRAWING SUBMITTALS SHALL EITHER BE SUBMITTED ELECTRONICALLY OR SHALL INCLUDE, AT A MINIMUM, FOUR HARD COPIES. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER OF RECORD, ONE BY THE ARCHITECT, ONE BY THE LOCAL BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS AS REQUIRED FOR DISTRIBUTION. 4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. 5. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED THE PURPOSE OF THE RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR COSTS CAUSED BY MULTIPLE RE -SUBMITTALS (MORE THAN ONE) AT ARCHITECT/ENGINEERS' CURRENT HOURLY RATES. 1333 SUBMITTALS: 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: • ITEMS MARKED (D) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. • ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEER'S RECORD ONLY. A. STRUCTURAL STEEL B. REINFORCING STEEL C. CONCRETE MIX DESIGNS D. CONSTRUCTION JOINT LOCATIONS IN STRUCTURAL FLOORS E. MORTAR AND GROUT FOR MASONRY. 3. MANUFACTURER'S LITERATURE. SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. 1334 REQUEST FOR INTERPRETATION: 1. RFI SHALL ORIGINATE WITH CONTRACTOR AND SHALL BE SUBMITTED IN THE FORM SPECIFIED WITHIN CONTRACT DOCUMENTS. RFI SHALL BE SUBMITTED IN A PROMPT MANNER AS TO AVOID DELAYS IN CONTRACTORS WORK. 2. RFI SHALL BE SUBMITTED AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS AND SHALL BE FORWARDED TO THE ENGINEER VIA THE ARCHITECT OR DIRECTLY TO THE ENGINEER BY THE CONTRACTOR WHEN APPROVED BY THE ARCHITECT. 3. ENGINEER SHALL TAKE UP TO 5 BUSINESS DAYS TO REVIEW AND RETURN RFI'S. HOWEVER, THE ENGINEER WILL ATTEMPT TO EXPEDITE THE REVIEW OF ALL RFI'S WITHIN A REASONABLE TIME FRAME. 4. RFI RESPONSES ARE NOT INTENDED TO AUTHORIZE ANY INCREASE IN CONSTRUCTION COST, SCHEDULE OR TIME EXTENSIONS, OR CONSTRUCTION IN CONFLICT WITH ANY APPLICABLE CODES OR SPECIFIED DESIGN STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN TEAM IMMEDIATELY OF ANY PERCEIVED SCOPE, SCHEDULE, OR COST IMPACTS OR ADJUSTMENTS. IF CONTRACTOR REQUESTS ANY ADDITIONAL COST, INCREASE IN SCHEDULE OR ADJUSTMENT IN SCOPE, THE CONTRACTOR SHALL NOT PROCEED WITH ADDITIONAL WORK UNTIL APPROVED IN WRITING BY THE CONSTRUCTION ADMINISTRATOR. 2210 DEMOLITION NOTES: 1. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING, ETC. NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW CONSTRUCTION, AS WELL AS FOR JOB SAFETY. JOB SAFETY, CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF DEMOLITION. 2. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY FACILITY OR PORTION THEREOF, AND THE ASSOCIATED BARRICADING REQUIREMENTS WITHIN A MINIMUM OF 7 DAYS PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A MANNER, WHICH WILL NOT CONFLICT WITH ANY OPERATION, WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT, UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN. 4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY UTILITY SYSTEM, A MINIMUM OF 3 DAYS PRIOR TO COMMENCING WORK. 5. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN STRAIGHT AND TRUE LINES TO ENSURE A NEAT INTERFACE. 6. BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND SUPPORTS. 7. PROVIDE TEMPORARY CLOSURE OF ALL ROOF FASCIA, WALL AND OTHER OPENINGS TO PROTECT BUILDING FROM EXPOSURE TO UNDESIRABLE ELEMENTS UNTIL NEW CONSTRUCTION IS WEATHERPROOFED, AT WHICH TIME SUCH TEMPORARY CONSTRUCTION SHALL BE REMOVED. ALL TEMPORARY EXTERIOR WALLS THAT ARE SUBJECT TO WIND LOADS ARE TO BE DESIGNED BY A DELEGATED ENGINEER. 8. UPON COMPLETION OF NEW CONSTRUCTION UNDER EACH PHASE, ALL DEMOLISHED AREAS SHALL BE RESTORED TO ACCEPTABLE USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS DETERMINED BY THE ARCHITECT/ENGINEER. 9. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE ALL DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS ON THE PREMISES IS STRICTLY PROHIBITED. 2220 EXISTING STRUCTURE: 1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE PREPARED FOR: PREPARED BY: SDL & ASSOCIATES ENTITLED: DINING ROOM ADDITION, EAST PASCO MEDICAL CENTER DATED: 04-17-2002 AND: PREPARED BY: HOSPITAL DESIGNERS, INC. ENTITLED: EAST PASCO MEDICAL CENTER DATED: UNKNOWN, POSSIBLY 1985 2. WORK SHOWN ON THESE DRAWINGS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. 3. WORK SHOWN ON THESE DRAWINGS IS INCIDENTAL TO THE STRUCTURAL SYSTEM OF THE BUILDING AND IS THEREFORE LIMITED TO SPECIFIC ITEMS SHOW HEREIN. THE RESPONSIBILITY FOR THE OVERALL STRUCTURAL SYSTEM REMAINS WITH THE ORIGINAL ENGINEER AND DESIGNERS OF RECORD. 2300 FOUNDATIONS - W/O SOIL REPORTS: 1. 1. IN THE ABSENCE OF ANY GEOTECHNICAL RECOMMENDATIONS, THE FOUNDATIONS ARE DESIGNED FOR A PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF ON COMPACTED FILL. 2. PRESUMPTIVE SOIL CONDITIONS ARE IN ACCORDANCE WITH TABLE 1806.2 OF THE 6TH EDITION (2017) FLORIDA BUILDING CODE. 3. IN THE ABSENCE OF ANY GEOTECHNICAL RECOMMENDATIONS, NO WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE BY TLC FOR THE PERFORMANCE OF THE FOUNDATION. 4. AT A MINIMUM, SITE PREPARATION WORK SHALL INCLUDE: A. STRIPPING AND GRUBBING OF THE BUILDING FOOTPRINT PLUS A MARGIN OF 5 FEET AROUND THE BUILDING, REMOVING ALL ORGANIC MATERIALS WITHIN X FEET OF THE SURFACE. B. PROOF ROLLING THE BUILDING SITE TO LOCATE ANY UNFORESEEN SOFT AREAS. ANY SOFT AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN FILL. A DENSITY OF AT LEAST 95% FOR A DEPTH OF 2 FEET IS REQUIRED UNDER THE BUILDING FOOTPRINT. C. ALL FILL SHALL BE CLEAN SAND AND FREE OF ORGANIC MATERIALS. COMPACT FILL IN 12 INCH (UNCOMPACTED THICKNESS) LIFTS TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE. D. EXCAVATIONS FOR FOUNDATIONS SHALL BE COMPACTED TO 95% FOR A DEPTH OF AT LEAST 2 FEET BELOW THE BOTTOM OF THE FOUNDATION AND SLABS. E. DEWATERING MAY BE REQUIRED TO ACHIEVE THE REQUIRED COMPACTION VALUES, AND IF USED, SHOULD DRAW DOWN THE WATER LEVEL TO AT LEAST 2 FEET BELOW THE BOTTOM OF THE EXCAVATION. 5. SLABS ON GRADE SHALL BE PLACED OVER A 15 MIL, CLASS "A" VAPOR RETARDER. VAPOR RETARDER SHALL BE LAPPED A MINIMUM OF 6", OR AS RECOMMENDED BY THE MANUFACTURER (WHICHEVER IS GREATER) AND TAPED AT ALL JOINTS. ALL PUNCTURES IN THE VAPOR RETARDER SHALL BE REPAIRED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ALL PENETRATIONS THROUGH THE VAPOR RETARDER (COLUMNS, PLUMBING, CONDUITS, ETC) SHALL BE SEALED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. VAPOR RETARDER SHALL BE CONTINUOUS UNDER WALL FOUNDATIONS OR SEALED TO EXTERIOR WALLS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 3302 CONCRETE: 1. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: CONCRETE STRUCTURE TYPE COMPRESSIVE SLUMP COARSE MAXIMUM STRENGTH AGGREGATE W/C RATIO FOUNDATIONS 3000 PSI 4-6" 1" 0.50 SLABS -ON -GRADE 3000 PSI 4-6" 3/4" 0.50 BEAMS AND COLUMNS 4000 PSI 4-6" 3/8" 0.48 2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. 3. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 4. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. 5. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 6. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-CLASS D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. 7. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. 8. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 9. CONDUITS, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI 318, 6.3. 10. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318. 11. ALL COLUMNS AND BEAMS INTEGRATED IN CMU WALLS ARE 8" AND 12" NOMINAL AND 7-5/8" AND 11-5/8" ACTUAL DIMENSIONS, RESPECTIVELY, 3310 REINFORCING STEEL: 1. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 2. PROVIDE CONCRETE COVER OVER PRIMARY REINFORCEMENT, TIES, AND STIRRUPS, AS FOLLOWS, UNLESS OTHERWISE NOTED: LOCATION AND CONDITION MINIMUM COVER A. CONCRETE CAST AGAINST AND ALL BARS 3" PERMANENTLY EXPOSED TO EARTH. B. CONCRETE EXPOSED TO EARTH OR WEATHER #6 OR GREATER 2" #5 OR SMALLER 1.5" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS #11 OR SMALLER 3/4" 3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS. 5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS. 6. PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL BARS WITH CLASS B TENSION LAP SPLICES, U.N.O. 7. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE AS SHOWN IN TABLE, UNLESS OTHERWISE NOTED: BAR SIZE 3000 PSI 4000 PSI 5000 PSI T<12" #6 OR LESS 57 Db 49 Db 44 Db T>12" #6 OR LESS 74 Db 65 Db 57 Db WHERE "T" IS DEPTH OF CONCRETE UNDER BARS AND "Db" IS BAR DIAMETER UTILIZE CLASS "B" SPLICE FOR ALL SPLICES, U.N.O. ON PLANS OR DETAILS. ULTIMATE C&C WIND PRESSURE PLAN NOTES: 1. WIND PRESSURE TABLE IS BASED ON FBC 6th EDITION 2017/ASCE 7-10 ULTIMATE WIND SPEED, PRESSURES SHOWN ABOVE ARE ULTIMATE COMPONENTS AND CLADDING PRESSURES. 2. ROOF TOP EQUIPMENT SHALL BE DESIGNED FOR A LATERAL PRESSURE OF 100 psf AND A SIMULTANEOUS UPLIFT PRESSURE OF 49 psf (ROOF TOP EQUIPMENT PER FBC SECTION 1620.6 WITH Qh = 33 psf) 8. AT CHANGES IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 9. HERE HOOKS ARE SHOWN ON THE PLANS OR DETAILS, HOOKS SHALL BE DETAILED TO EXTEND DEEP ENOUGH INTO SUPPORTING STRUCTURE TO DEVELOP THE FULL STRENGTH OF THE HOOKED BAR. PROVIDE ADDITIONAL TIES OR STIRRUPS IN SUPPORTING STRUCTURE AS REQUIRED TO SATISFY ACI 318 HOOK DEVELOPMENT, CONFINEMENT, AND ANCHORAGE CRITERIA. 10. AT CANTILEVER SLABS AND BEAMS, REINFORCING BARS IN DIRECTION OF CANTILEVER SHALL BE DETAILED TO FULLY DEVELOP THE BAR STRENGTH INTO THE SUPPORTING STRUCTURE, EITHER BY PROVIDING FULL CLASS B LAP SPLICE OR STANDARD ACI HOOKS EMBEDDED DEEP ENOUGH BEYOND SUPPORT TO DEVELOP STRENGTH OF BAR. 3400 CONCRETE TESTING: 1. AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED LAB CURED CYLINDER QUANTITIES AND TEST AGE AS FOLLOWS: (2) AT 7 DAYS (2) AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28-DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(S) MAY BE DISCARDED. 4810 MASONRY WALLS: 1. ALL MASONRY CONSTRUCTION SHALL CONFORM TO TMS 402 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND TMS 602 "SPECIFICATION FOR MASONRY STRUCTURES", LATEST EDITION. 2. MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 2000 PSI ON THE NET AREA (fm = 2000 PSI). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270. 3. GROUT SHALL BE 3000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476 AND HAVE A SLUMP BETWEEN 8" AND 11" WITH WATER CM RATIO OF 0.55 MAXIMUM AND WITH 3/8" MAXIMUM AGGREGATE. 4. PROVIDE HOOKED DOWELS IN FOUNDATIONS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES SHALL BE PER LAP SPLICE SCHEDULE SHOWN IN TYPICAL DETAIL. 5. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS AND AS SHOWN ON THE DRAWINGS. 6. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. 7. USE METAL LATH, MORTAR OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA AS REQUIRED. 8. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. AT FILLED CELLS LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 9. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. LADDER TYPE IS RECOMMENDED WITH REINFORCED FILLED CELLS. PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT WALL INTERSECTIONS. 10. CONTROL JOINTS SHALL BE CONSTRUCTED IN CONCRETE MASONRY CONSTRUCTION AT A MAXIMUM HORIZONTAL SPACING BETWEEN JOINTS OF 25'-0" AND NOT MORE THAN 12'-6" FROM CORNERS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, CONSTRUCT INTERIOR CONTROL JOINTS AT A MAXIMUM HORIZONTAL SPACING OF 32'-0" OR 16-0" FROM CORNERS. NO JOINTS SHALL BE LOCATED WITHIN 2'-0" OF STEEL BEAM BEARINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. 11. SUBMIT PROPOSED GROUT MIX DESIGNS FOR REVIEW PRIOR TO USE. MIX NUMBER OR OTHER POSITIVE IDENTIFICATION SHALL UNIQUELY IDENTIFY MIX. 12. USE OF SUPERPLASTICIZER IS PROHIBITED. 13. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. 14. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. AFTER INSPECTION AND BEFORE GROUTING, THE REBAR SHALL BE TIED AT THE CLEANOUTS AND THE CLEANOUTS SHALL BE SEALED. 15. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. 16. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 17. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. SAMPLE AND TEST GROUT PER ASTM C1019. 18. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. 19. WHEN TOTAL GROUT POUR EXCEEDS 5'-4" FEET IN HEIGHT, (HIGH LIFT GROUTING), THE GROUT SHALL BE PLACED IN 4-FOOT LIFTS WITH A MINIMUM OF A 30 MINUTE DELAY BETWEEN LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF TMS 402 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). 20. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 21. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE MASONRY WALL, SUPPORT CONCRETE WITH 6" SIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH SOFFIT SCREENING OR PUR-O-STOP OF EQUAL CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 22. REINFORCING SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 23. SECURE APPROVAL OF REINFORCING SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 24. PROVIDE STANDARD HOOKS AT ENDS OF ALL BARS WHICH TERMINATE IN TIE BEAMS OR BOND BEAMS. 25. AT CHANGES IN DIRECTION OF BOND BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210' GB238 TLC ENGINEERING S O L U T 1 0 N S 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENT HEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd Zephyrhills, FI 33541 James R. Mitchell, P.E. State of Florida Professional Engineer License No. 66911 This item has been electronically signed and sealed by the individual named above, sing a dated Digital Signature in the spat A elow, per F.A.C. Rule V_ 1G15-23.004. Printed copies of this C6 ocument are not considered signed and c ealed, and the signature must be verified o n any electronic copies. N �..�� G ENS.'• ���'� V No.66911 = Digitally signed by James R Mitchell DN: CN=JamesR Mitchell, Z = OU=A01427E00000169C9FDEC4500000D6G ' = 0--TLC Engineering Solutions, C=US S' TE OF i ✓� W Date: 2020,0325 17:11:17-04'00' OR i ss� ..........��c, ,. Q � Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: JRM DRAWN BY: BAS DESIGNED BY: BMM, JFS PROJECT NUMBER: 504-0226-000 0 2019 RS&H, INC. SHEET TITLE: STRUCTURAL GENERAL NOTES & WIND PRESSURE NOTES SHEET ID: S002 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 1 4 5 2 i 4 I 5 n c A N 04 v 0 N O N Lo N th 3. in N 1X 2X 28' - 1 3/4" 18' - 6 1/4" I NEW SLAB ON GRADE PLAN S 112 1 /4" = 1'-0" 3 3X 4 S112 co to T 0 N N ao CLEAN JOINT & FILL WITH ELASTOMERIC JOINT MATERIAL SLAB REINFORCEMENT TO BE CUT AT KEYWAY T/SLAB EL. SEE PLAN T/SLAB EL. SEE PLAN KEYWAY C.J. CONTINUOUS CONCRETE SLAB SEE PLAN (*) AVAILABLE KEYS MAY VARY. KEYWAY CAN ALSO BE FORMED W/ HALF ROUND MATERIAL OF APPROX. THE SAME DIMENSIONS. TYPICAL CONSTRUCTION JOINT TOOLED OR SAWCUT JOINT C.J. FILLED WITH ELASTOMERIC o JOINT MATERIAL 1/8" 0 TYPICAL SAWCUT CONCRETE SLAB SEE PLAN CONTROL JOINT NOTE: 1. C.J. INDICATES CONTROL OR CONSTRUCTION JOINT. 2. CONTROL JOINTS SHALL BE SAWCUT AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE (4 TO 16 HOURS AFTER PLACEMENT MAX.). 3. JOINT PLACEMENT REQUIREMENTS: FOR ENCLOSED/INTERIOR AREAS. 15'-0" O.C. (MAX.) EACH WAY FOR OUTSIDE/EXTERIOR AREAS. 12'-0" O.C. (MAX.) EACH WAY 4. WHERE TOP OF SLAB SURFACES ARE TO BE FINISHED WITH TILE, GENERAL CONTRACTOR IS TO COORDINATE JOINT LOCATIONS WITH THAT OF MORTAR JOINTS. TYPICAL SLAB CONSTRUCTION/CONTROL JOINTS S 112 3/4" = 1'-0" DRILL & EPDXY #4 DOWELS x 16" LONG @ 32" INTO z EXISTING SLAB z EXIST. CONC. SLAB w � 4" CONC. SLAB w/ U v ONE LAYER 6X6 - Q W1.4XW1.4 W.W.F. x x 6" o � MIN 15 MIL VAPOR BARRIER, LAP WITH EXISTING & TAPE ALL SEAMS COMPACTED FILL OR STONE TYPICAL EXISTING 3 SLAB TO NEW SLAB DETAIL S 112 3/4" = 1'-011 CONS W/JO CONC COLU TYPICAL ADDITIONAL SLAB REINFORCING AT COLUMNS 4 S 112 3/4" = 1'-0" FOUNDATION PLAN NOTES 1. EXISTING STRUCTURAL DRAWINGS OF THIS AREA WERE NOT AVAILABLE AT THE TIME OF DESIGN. ALL EXISTING STRUCTURAL INFORMATION SHOWN IS FOR REFERENCE ONLY. GC TO CONFIRM EXISTING CONDITIONS AND NOTIFY FOR IF CONFLICTS WITH PROVIDED DETAILS/DESIGN ARE IDENTIFIED. 2. GENERAL CONTRACTOR IS TO COORDINATE WITH EQUIPMENT PROVIDER ON HOUSEKEEPING PAD REQUIREMENTS. ARCH FOR FFE AND MATCH REQUIRED SLAB ELEVATIONS 3. TOP OF SLAB IS ASSUMED TO BE 0'-0" REFERENCE CIVIL FOR ACTUAL ELEVATION. FOUNDATION KEY NOTES 1� (2) #5 x 3'-0" (2" BELOW TOP OF SLAB) AT EACH CORNER OFSLAB/SLAB DEPRESSION, TYPICAL. 2❑ EQUIPMENT SUPPORT PAD - REFERENCE TYPICAL DETAILS FOR MINIMUM STRUCTURAL REQUIREMENTS. COORDINATE ANY ADDITIONAL DEPTH REQUIREMENTS FOR ATTACHMENT WITH MANUFACTURER. LOCATIONS AND DIMENSIONS OF PADS TO BE COORDINATED WITH MANUFACTURER AND MEP DRAWINGS. ❑3 4" CONCRETE SLAB REINFORCED w/ MICRO SYNTHETIC FIBERS AT 1.5 Ibs PER CUBIC YARD (FRC MONO - 150 OR EQUIV.) OVER 15 MIL VAPOR BARRIER ON COMPACTED SUBGRADE. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 4 RECESS SLAB MAY BE REQUIRED AT REFRIGERATOR/FREEZER. COORDINATE W/ MANUFACTURER AND ARCHITECT WITH REQUIREMENTS OF SLAB. EXISTING SLAB MAY HAVE RECESSES &/OR ADDITIONAL SLAB AT EXISTING REFRIGERATOR/FREEZER. FOR ESTIMATING PURPOSES, ASSUME (2) 4" SLABS AT EXISTING REFRIGERATOR/FREEZER ARE TO BE DEMOED AND REPLACED. SLAB ON GRADE: SEE PLAN FOR SIZE AND REINF'G. (TYP) Aj-,� SEE PLAN T/SLAB COORD. LOCATION AND LIMITS WITH ARCH'L. DWGS. TYP. SEE PLAN FOR SLAB DROP AMOUNT. (4" MAX. TYP.) RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLC ENGINEERING SCE! UT 10NS 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK* LISTEN* CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENT HEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd Zephyrhills, FI 33541 James R. Mitchell, P.E. 77 State of Florida COMPACTED —�� Professional Engineer SUBGRADE. (TYP.) License No. 66911 8" 11 This item has been electronically signed nd sealed by the individual named above, 5 TYP I CAL S LAB STEP sing a dated Digital Signature in the spac elow, per F.A.C. Rule17 1G15-23.004. Printed copies of this co S112 3/4" — 1'-0" ocum ealed ent are not considered signed and c , and the signature must be verified o n any electronic copies. ch N 0 c Y : No. 66911 `. * _ Digitally signed by James R Mitchell V DN: CN=James R Mitchell, OU=A01427E00000169C9FDEC4500000D6C, Z J , TE OF c 0--TLC TLC Engineering Solutions, C=US MIN - COORD WITH MANUFACTURER ,_ ��., oRtoP.:��` Date: zo2o.os.zsn:12s7-oaoa J ACHORAGE REQUIREMENTS FOR T'P SS�orvA14 ADDITIONAL CONCRETE DEPTH- LIMITS OF EQUIPMENT CHAMFER Q REVISIONS U tE NO CONTROL JOINT 'IDE (1)-#4x48" LG. ERED IN SLAB. (TYP) x T-0" (2" BELOW TOP AB) @ EACH CORNER ROL JOINT BLDG SLAB _o �Z LU Z Wg �a #3 EW @ 8" OC MAX TYPICAL EQUIPMENT 6 SUPPORT PAD ON SLAB S 112 3/4" = 1'-0" 0 1' 2' 3' 4' 3/4" =1'-0" 0 2' 4' 8' 12' 1 /4" = 1'-0" 5 DATE ISSUED: 03/20/2020 REVIEWED BY: JRM DRAWN BY: BAS DESIGNED BY: BMM, JFS PROJECT NUMBER: 504-0226-000 © 2019 RS&H, INC. SHEET TITLE: NEW SLAB ON GRADE PLAN SHEET ID: S112 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 expressed written consent of this corporation is prohibited. All rights reserved. 3 4 I I I I I L I_ 1 I I 11 II 1 1 I 2 I 3 I 4 5 0 A EXISTING TRANSFORMERS, SEE - ELECTRICAL DRAWINGS; PROVIDE EXCAVATION SUPPORT WHERE NEEDED FOR ADJACENT WALL FOOTING CONDENSING UNITS, SEE MECHANICAL L' f DRAWINGS, ON CONCRETE PADS PER ' 4/S 122 1 —— —— —— :. _oF17I, 6'-0" WIDE FOOTING, SEE 2/S122 12" CMU WALL REINFORCED — w/ #6 AT 16" OC VERTICAL ABOVE 7 6 EA. END S122 S122 SIDEWALK / PAD, SEE ARCH & CIVIL DWGS TC-1 EACH SIDE OF OPENING OF P i 6 HAND S122 PROVIDE DOWELS INTO EXISTING FOOTING TO MATCH CONTINUOUS FOOTING REINFORCEMENT; DRILL & SET 6" INTO EXISTING CONCRETE w/ I HILTI HIT-HY200 EPDXY 2 S122 EXISTING 8'-0"x8'-0"x1'-9" THICK --� FOOTING, -1'-0" BELOW -L EXISTING BUILDING SLAB: FIELD VERIFY & COORDINATE w/ NEW FOOTING FOR SCREEN WALL 1 I EXISTING CONCRETE COLUMN I 29 2 ° Srj 1 1'-01, _ _ I OUTLINE OF EXISTING BUILDING TO — — — —- -- --! REMAIN I i OUTSIDE AIR INTAKE, SEE MECHANICAL _ DRAWINGS I I a a 4a- NEW CONCRETE PAD, SEE 5/S122 �a I , ° I I I � a° • <° �. r a i 5 1 I n AHU-1 (9,500 LBS. MAX), SEE MECHANICAL - S122 DRAWINGS FOR ADDITIONAL INFORMATION la an , °l — ——— —— 1 I I a I� FIELD -VERIFY CONSTRUCTION TYPE OF WALL & PROVIDE INFO TO TLC PRIOR TO a CUTTING NEW OPENING FOR DUCT (ABOVE); DO NOT CUT OPENING WITHOUT b a - - DIRECTION FROM TLC ENGINEERING 5 S122 a EXISTING 2'-0"WIDE x 1'-0" THICK WALL FOOTING, 4-0" BELOW EXISTING BUILDING SLAB, F.V. L NOTE: FIELD -LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF THE FOOTING AND NOTIFY TLC IMMEDIATELY OF ANY CONFLICTS SO THAT SOLUTIONS MAY BE DEVELOPED. EQUIPMENT YARD PARTIAL FOUNDATION PLAN 1/4" = 1'-011 0 04 12" CMU REINFORCED w/ #6 AT 16" OC IN GROUTED CELLS, CENTERED IN WALL CD Z 6 #5 CONT TOP AND BOTTOM —III- EQUAL —I TERMINATE BARS WITH STANDARD HOOK IN KNOCK -OUT COURSE (2) KNOCK -OUT COURSES W/ 245 CONTINUOUS BARS; PROVIDE CORNER DOWELS AT WALL RETURN TO MATCH CONTINUOUS REINFORCEMENT AND LAP 30 BAR DIAMETERS MINIMUM EACH LEG LAP VERTICAL BARS WITH FOOTING DOWELS T-0" MINIMUM, TYPICAL DOWELS TO MATCH & LAP VERTICAL REINFORCEMENT, w/STANDARD HOOK - U EQUAL `N T/FTG TO MATCH EXISTING (F.V.) 1'-0" MIN BELOW GRADE 3" CLR - #6 AT 12" OC TOP AND BOTTOM 6'-0" NOTE: FIELD -LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF THE FOOTING AND NOTIFY TLC IMMEDIATELY OF ANY CONFLICTS SO THAT SOLUTIONS MAY BE DEVELOPED. 2 TYPICAL SCREEN WALL SECTION S 122 3/4" = 1'-0" 6" T GRADE, SEE ARCH & CIVIL CID I I777 LIMITS OF 1 EQUIPMENT U M ' o r- #6 BOT EW @ 12" OC 5 AHU-1 EQUIPMENT SUPPORT PAD S 122 3/4" = 1'-0" NOTE: CONCRETE COLUMNS MAY BE OVER POURED TO SUIT BLOCK COURSING. SIZES SHOWN ARE FOR MIN'S REQUIRED AND FOR COLUMN TIES (CAGES) TURN 1/2 BLOCK ON EDGE EVERY 2nd. COURSE (TYP.) DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-#3 TEMP. TIES (TYP.) CONC. COL. EXTEND TC TO BOTTOM I KNOCK -OUT COURSES II II ENTRY, TSEE ARCH 1' - 4" II a II g4L-.--4 00 4 #6 VERTS #3T @ 8 T/FOOTING I I I I TC-1 SEE PLAN CAST -IN -PLACE CONCRETE STANDARD 90° HOOK. (TYP.) FTG SEE PLAN FOR SIZE AND REINF'G. (TYP.) 6 TIE COLUMN TC-1 DETAIL S 122 3/4" =1'-0" DRILL & EPDXY #4 DOWELS X 16" LONG @ z 32" INTO EXIST. SLAB I-_ Lz 4" CONC. SLAB W/ ONE LAYER W 6X6 - W1.4XW1.4 W.W.F. U H EXIST. CONC. SLAB Q b MIN 15 MIL VAPOR BARRIER, LAP WITH EXISTING & TAPE Q° ALL SEAMS COMPACTED FILL OR STONE 3 TYPICAL S.O.G. INFILL/REPAIR S 122 3/4" =1'-0" NOTE: AT KITCHEN (REF ARCHITECTURAL AND PLUMBING SHEETS FOR EXTENT AND LOCATIONS OF DEMO/REPAIR) PROVIDE 1/8" WIDE BY 1" DEEP SAWCUT CONTROL JOINTS AT MAXIMUM 12' OC, EACH WAY. 6" TYP LIMITS OF GRADE, SEE ARCH & CIVIL EQUIPMENT zo N. a 11 an co ' U #4 BOT EW @ 12" OC 8" 4 TYP CONDENSER SUPPORT PAD S 122 3/4" =1'4" rnnlr� rn1 CINIMT, SEE ARCH TIE COLUMN EXTENDS TO UNDERSIDE OF KNOCK -OUT COURSES SHOWN IN 2/S122 REINFORCED CMU WALL, SEE 2/S122 RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 `TLC ENGINEERING S0LUT10NS;;, 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENT HEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd Zephyrhills, A 33541 James R. Mitchell, P.E. State of Florida Professional Engineer License No. 66911 his item has been electronically signed and sealed by the individual named above, sing a dated Digital Signature in the spac N elow, per F.A.C. Rule 1G15-23.004. Printed copies of this ocument are not considered signed and c Baled, and the signature must be verified c n any electronic copies.04 e i � RcEM/F.y�� P = 0 No. 66911 •. = Digitally signed by James R Mitchell DN: CN=James R Mitchell, _ * - OU=A01427E00000169C9FDEC4500000D6C, $l TE OF .�� Z Date: 2 20.03.2517S4!06-0400-US U a REVISIONS LINTEL: 8" DEEP x 11 5/8" WIDE CONCRETE BEAM w/ 2 #5 TOP AND BOTTOM & #3 CLOSED STIRRUPS AT 6" OC STARTING 2" MAX FROM EACH END PROVIDE 900 STANDARD HOOK, EACH END, TOP AND BOTTOM BARS TIE COLUMN TC-1 REFER TO 6/S 122 7 TIE COLUMN TC-1 TO LINTEL BEAM S 122 3/4" =1'-0" U 1' Z' S 4' 3/4" 0 2' 4' 8' 12' 1/4" = 1'-0" 5 NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: JRM DRAWN BY: BAS DESIGNED BY: BMM, JFS PROJECT NUMBER: 504-0226-000 0 2019 RS&H, INC. SHEET TITLE: MECHANICAL YARD AND FOUNDATION DETAILS SHEET ID: S122 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright C 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 4 , I 1 11 1 1 13 s R"I i I 1. 19 11..1 -WIN..,1w Mug _1,1 1 11! 1 ' !.1 'I' I 1 111TIVIRI, I i 1 I 2 I 3 I 4 a rn N tf CM to O N 0 Q LO N co PLUMBING SPECIFICATIONS` 1.00 - GENERAL PROVISIONS 1.01 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. 1.02 CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 FLORIDA PLUMBING CODE AND ALL LOCAL CODES HAVING JURISDICTION. 1.03 ALL PLUMBING WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. 1.04 CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1.05 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. 1.06 PROVIDE ALL MATERIALS REQUIRED TO PROPERLY SUPPORT ALL PIPING ANDEQUIPMENT. PIPE HANGERS SHALL BE ADJUSTABLE TYPE AND BE SPACED IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE. PROVIDED PLASTIC COATED RING ON HANGERS FOR COPPER PIPING TO PROVIDE DIELECTRIC ISOLATION. 1.07 PROVIDE DIELECTRIC UNIONS OR FLANGES BETWEEN COPPER AND STEEL PIPING AND BETWEEN BRASSWARE AND STEEL. DO NOT USE STEEL AND COPPER PIPING IN THE SAME SYSTEM WITHOUT SUCH ISOLATION. 1.08 PROVIDE REDUCING FITTINGS (REDUCING BUSHINGS SHALL NOT BE USED) WHERE CHANGES IN PIPE SIZES OCCUR. 1.09 THIS CONTRACTOR SHALL SUPPLY AND INSTALL ALL SERVICES THROUGHOUT THE BUILDING AND MAKE CONNECTION TO SITE UTILITIES APPROXIMATELY 6-0" OUTSIDE THE BUILDING. CONTRACTOR SHALL SUPPLY AND INSTALL FIXTURES, FITTINGS, VALVING AND TRIM AND MAKE READY FOR USE ALL FIXTURES, EQUIPMENT, ETC. 1.10 SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 2.00 - BASIC MATERIALS AND METHODS 2.01 DOMESTIC WATER - ABOVEGROUND WATER PIPE AND FITTINGS - TYPE "L" COPPER. 2.02 PROVIDE UNIONS OR FLANGES IN ALL DOMESTIC WATER SERVICE LINES AT EACH PIECE OF EQUIPMENT, SPECIALTY VALVES OR AT OTHER LOCATIONS REQUIRED FOR READY DISCONNECT. 2.03 WATER HAMMER ARRESTORS SHALL BE INSTALLED AT THE LOCATIONS ON THE PLANS AND IN ACCORDANCE WITH PDI STANDARD WH-201. PRODUCTS SHALL BE EQUAL TO THOSE MANUFACTURED BY PRECISION PLUMBING PRODUCTS OR SIOUX CHIEF. 2.04 VALVES: PROVIDE VALVES TO ISOLATE EACH RISER, BRANCH LINE AND PIECE OF EQUIPMENT. 2.05 PROVIDE PRESSURE REDUCING VALVE AND AIR GAP CONNECTION AT DISHWASHER AS REQUIRED BY CODE AND ACCORDING TO MANUFACTURER. 2.06 PROVIDE INLINE WATER FILTER AT WATER DISPENSERS, COFFEE MAKER AND ICE MAKER TO REMOVE MATERIALS, TASTE AND ODOR - "EVERPURE OR "SYSTEMS W. 2.07 SANITARY WASTE (NON -PRESSURE), SANITARY VENT AND STORM PIPING - ABOVE GROUND - PVC SCH40 DWV PIPE AND FITTINGS. 2.08 CONDENSATE PIPING - PVC SCH-40 DWV PIPE AND FITTINGS. 2.09 INSTALL GRAVITY LINES SLOPED AT 1/8" PER FOOT FOR PIPE 3" AND LARGER AND 1/4+' PER FOOT FOR PIPE SMALLER THAN 3". VERIFY INVERT ELEVATION WITH EXISTING PIPING PRIOR TO ANY PIPE BEING INSTALLED. 2.10 PROVIDE AND PROPERLY LOCATE HANGERS TO ADEQUATELY SUPPORT PIPING. ARRANGE HANGERS TO PERMIT EXPANSION AND CONTRACTION. DO NOT HANG PIPING FROM FIRE OR SMOKE WALLS. PROVIDE PIPE HANGERS AT EACH VALVE, STRAINER, AND OTHER PIPING ACCESSORY, AND AT EACH CHANGE OR DIRECTION. 2.11 THE SIZE OF HANGERS FOR NON -INSULATED PIPES SHALL BE SUITABLE FOR THE PIPE SIZE TO BE SUPPORTED. FOR INSULATED PIPING, THE SIZE OF THE HANGER SHALL BE SUITABLE FOR THE PIPE SIZE, PLUS THE INSULATION AND INSULATION SHIELD. EXISTING WALL HUNG SINK 2.12 SPACING: LOCATE PIPE SUPPORTS AS INDICATED IN THE FOLLOWING TABLE: HORIZONTAL PIPE HANGER SCHEDULE MATERIAL PIPE SIZE HANGER SPACING COPPER TUBING UP T01 114 INCH 1 1/2 INCH AND ABOVE 6 FOOT CENTERS 10 FOOT CENTERS CAST IRON PIPE ALL 5 FOOT CENTERS 3.00 - PLUMBING FIXTURES AND TRIM 3.01 ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY" AS DEFINED AND SET FORTH IN COMMERCIAL STANDARD CS77-28 AS PROMULGATED BY THE U.S. DEPARTMENT OF COMMERCE. 3.02 ALL FIXTURES ARE TO BE WHITE VITREOUS CHINA UNLESS OTHERWISE SPECIFICALLY NOTED. FIXTURES AND FITTINGS PROPOSED SHALL BE FROM ONE MANUFACTURER AND OF SIMILAR CHARACTER IN ANY ROOM OR LOCATION. ESCUTCHEONS, HANDLES, ETC., ON THE DIFFERENT FIXTURES SHALL BE OF THE SAME DESIGN. 3.03 PROVIDE FIXTURE CARRIERS AS RECOMMENDED BY FIXTURE MANUFACTURER AND/OR CONSTRUCTION METHOD. 3.04 PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 3.05 FLOOR DRAIN TRAP SEALS SHALL HAVE AN APPROVED PRIMING DEVICE DESIGNED FOR THAT PURPOSE. 3.06 ALL CONCEALED TRAPS, PRIMERS, VALVES, CLEANOUTS, ETC. LOCATED IN TILED AREAS SHALL BE PROVIDED WITH AN ACCESS PANEL. 4.00 - INSULATION 4.01 ABOVE GROUND COLD AND HOT WATER PIPING - FIBERGLASS, 1" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 75°F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 4.02 ABOVE GROUND STORM PIPING - FIBERGLASS, 1/2" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 757. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 4.03 ABOVEGROUND CONDENSATE PIPING SHALL BE 1/2" FLEXIBLE UNICELLULAR POLYOLEFIN FOAM AND SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50-IMCOA "IMCOLOCK". 5.00 - VALVES AND COCKS 5.01 VALVES 2" AND SMALLER SHALL BE BALL VALVES, 150 PSI SWP, 400 PSI WOG. STANDARD PORT BALL, BRONZE TRIM, CAST BRONZE BODY, CHROMIUM -PLATED BRASS BALL, BRONZE NON - BLOWOUT STEM, TEFLON SEAT, DOUBLE 0-RING STEM SEALS, ZINC -COATED STEEL HANDLE WITH PLASTIC COATED HAND GRIP, 90 DEGREE OPERATION FROM FULL OPEN TO TIGHT SHUT-OFF - STOCKHAM S214-BR-T-T, STOCKHAM S216-BR-T-S OR EQUAL. 5.02 CHECK VALVES, ROUGH BRASS, REGRINDING BRONZE DISC - STOCKHAM B-345; B-309 OR EQUAL. 6.00 - STERILIZATION 6.01 DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE. PLUMBING FIXTURE SCHEDULE CHROME PLATED CAST BRASS GRID STAINER WITH 1-1/4" O.D. OFFSET TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4"X1-1/2" BRASS P-TRAP W/ CLEANOUT PLUG AND SLIP NUTS. PROVIDE P-TRAP AND TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD ANGLE STOPS AND WATER SUPPLY COVERS OF SAME MATERIAL. 3/8" I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS. BASIS OF DESIGN SINK - EXISTING FOR REUSE FAUCET - EXISTING FOR REUSE STRAINERITRAP - MCGUIRE 155WC/PW 2150 WC (PROVIDE NEW) SUPPLIES - MCGUIRE H170LK (PROVIDE NEW) CARRIER - ZURN ZR-1231 (PROVIDE NEW) EXISTING TRIPLE COMPARTMENT SINK CHROME PLATED CAST BRASS GRID STAINER WITH 1-1/4" O.D. OFFSET TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4"X1-1/2" BRASS P-TRAP W/ CLEANOUT PLUG AND SLIP NUTS. PROVIDE P-TRAP AND TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD ANGLE STOPS AND WATER SUPPLY COVERS OF SAME MATERIAL. 3/8" I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS. BASIS OF DESIGN SINK - EXISTING FOR REUSE FAUCET - EXISTING FOR REUSE STRAINER/TRAP - MCGUIRE 155WC/PW 2150 WC (PROVIDE NEW) SUPPLIES - MCGUIRE H170LK (PROVIDE NEW) MOP SINK FLOOR SINK PRECAST TERRAllO WITH STAINLESS STEEL CAP, 24"x24N12" TERRAllO SHALL BE MADE OF GREY 12"X12"X10" DEEP CAST IRON BODY WITH WHITE ACID RESISTING PORCELAIN ENAMEL INTERIOR, ALUMINUM MARBLE CHIPS CAST IN WHITE PORTLAND CEMENT TO PRODUCE A COMPRESSIVE STRENGTH OF NOT ANTI -SPLASH INTERIOR BOTTOM DOME STRAINER AND NICKEL BRONZE TOP. LESS THAN 3,000 PSI. TERRAllO SURFACE SHALL BE GROUND AND POLISHED WITH ALL AIR HOLES AND/OR PITS TO BE GROUTED AND EXCESS REMOVED. DRAIN BODY SHALL BE STAINLESS STEEL CAST BASIS OF DESIGN INTEGRAL, AND SHALL PROVIDE FOR A CAULKED LEAD CONNECTION AND NOT LESS THAN 1" DEEP TO A 3" PIPE. ZURN - Z1902T TYPE 304, 20-GAUGE STAINLESS STEEL SPLASH PANELS, 12" HEIGHT SECURED TO WALL ON 2 SIDES, TRENCH DRAIN SERVICE FAUCET SHALL BE CHROME PLATED WITH REVNEWABLE SEATS IN MONEL, VACUUM BREAKER, INTEGRAL STOPS AND SPRING CHECK VALVES, ADJUSTABLE WALL BRACE, PAIL HOOK, AND 3/4" HOSE A 12" WIDE TOP MODULAR, HEAVY DUTY TRENCH DRAIN THREAD ON SPOUT. BASIS OF DESIGN BASIS OF DESIGN ZURN - Z665 SINK - WILLIAMS SBC-1700-2-BP FAUCET - T&S BRASS-B-0665-BST'P CART WASH 8" WALL MOUNT MIXING FAUCET WITH POLISHED CHROME PLATED BRASS BODY, 90 DEGREE SWIVEL WITH WATER SOFTENER VACUUM BREAKER, 44" FLEXIBLE STAINLESS STEEL HOSE WITH HEAT RESISTANT HANDLE,1.15 GPM ANGLED SPRAY VALVE, COMPRESSION CARTRIDGES WITH SPRING CHECKS, LEVEL HANDLES, 1/2" NPT FEMALE INLETS MIN FLOW (GPM) - 2.79 AND SPRAY VALVE HOLDER. CERTIFIED TO ASME Al 12.18.1/CSA B125.1, NSF 61 SECTION 9 AND NSF372.2019 SERVICE FLOW (GPM, 15 PSI) - 56 DOE PRSV - CLASS II COMPLIANT. CAPACITY (KGRAINS) -120 120 V CONNECTION PER VESSEL BASIS OF DESIGN BASIS OF DESIGN T&S BRASS - B-0167-HH EVOQUA- PTCSSD07-16x65T B PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION =====AV==== AW -----AW==== CO2 CA CD =====CD==== DA DI DV FOF FOG FOR FOS ====-FOV===- Ci K MA MV NI N20 OX ST =====ST===== STO =====STO===- M 11 C - - - 001 Coll CO I' 0 CO FD EC FD CC - CO FS IC i G Y G C _MML AP-XX _EZ�L MAP-XX 11 MGO-XX III III MGV-XX 1 P2.01 - ACID VENT - ACID WASTE - BELOW GROUND ACID WASTE - CARBON DIOXIDE - COMPRESSED AIR - ABOVE GROUND CONDENSATE DRAIN - BELOW GROUND CONDENSATE DRAIN - DENTAL AIR - DEIONIZED WATER - DENTAL VACUUM - DOMESTIC COLD WATER - DOMESTIC HOT WATER - DOMESTIC HOT WATER RETURN - FUEL OIL FILL - FUEL OIL GAGE - FUEL OIL RETURN - FUEL OIL SUPPLY - FUEL OIL VENT -GAS - KITCHEN WASTE (GREASE) - MEDICAL COMPRESSED AIR - MEDICAL VACUUM - NITROGEN - NITROUS OXIDE -OXYGEN - ABOVE GROUND SANITARY -BELOW GROUND SANITARY - SANITARY VENT - ABOVE GROUND STORM - BELOW GROUND STORM - OVERFLOW STORM DRAIN - BELOW GROUND OVERFLOW STORM - SOFT COLD WATER - WATER METER - HOSE BIBB OR WALL HYDRANT - CLEAN OUT PLUG - WALL CLEANOUT - WALL CLEANOUT - FLOOR CLEAN OUT - FLOOR DRAIN - ROOF DRAIN - FLOOR SINK - SHUT-OFF VALVE IN VALVE BOX - SHUTOFF VALVE - BALL VALVE - CALIBRATED BALANCING VALVE - CHECK VALVE (SWING) - PRESSURE REDUCING VALVE ' - SOLENOID OPERATED VALVE - REDUCED PRESSURE BACKFLOW PREVENTER - RELIEF OR SAFETY VALVE - GAS COCK - GAS PRESSURE REGULATOR - SHUTOFF VALVE ON RISER - GAS COCK ON RISER - CONNECTION, TOP - CONNECTION, BOTTOM - ELBOW, TURNED DOWN - ELBOW, TURNED UP - TEE, TURNED UP - TEE, TURNED DOWN -CAP - DIRECTION OF FLOW -ALARM PANEL - MASTER ALARM PANEL - MEDICAL GAS OUTLET - MEDICAL GAS VALVE BOX - CONNECT TO EXISTING - DEMOLISH TO POINT INDICATED - REVISION REFERENCE - DETAIL REFERENCE: TOP -DETAIL#, BOTTOM -DRAWING# SHOWN ON PLUMBING ABBREVIATIONS SYMBOL DESCRIPTION CA - COMPRESSED AIR AFF -ABOVE FINISH FLOOR AW - ACID WASTE AV - ACID VENT CO2 - CARBON DIOXIDE CB - CATCH BASIN CD - CONDENSATE DRAIN CFH - CUBIC FEET PER HOUR CO -CLEANOUT CONT - CONTINUATION CW - DOMESTIC COLD WATER DI - DEIONIZED WATER DN - DOWN DS - DOWNSPOUT DWG - DRAWING EXIST - EXISTING OF - DEGREE FAHRENHEIT FCO - FLOOR CLEANOUT FD - FLOOR DRAIN FOF - FUEL OIL FILL FOG - FUEL OIL GAGE FOR - FUEL OIL RETURN FOS - FUEL OIL SUPPLY FOV - FUEL OIL VENT FS - FLOOR SINK G -GAS GPH - GALLONS PER HOUR GPM - GALLONS PER MINUTE GR - KITCHEN WASTE (GREASE) HB - HOSE BIBB HD - HUB DRAIN HW - DOMESTIC HOT WATER HWR - DOMESTIC HOT WATER RECIRCULATING IE - INVERT ELEVATION IW - INDIRECT WASTE KW - KILOWATT LBS -POUNDS MA - MEDICAL AIR MV - MEDICAL VACUUM MH -MANHOLE NI - NITROGEN N20 - NITROUS OXIDE NC - NORMALLY CLOSED NIC - NOT IN CONTRACT NO - NORMALLY OPEN NP - NON -POTABLE WATER NTS - NOT TO SCALE OD - OUTSIDE DIAMETER OX -OXYGEN PRV - PRESSURE REDUCING VALVE PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE RD - ROOF DRAIN RPBP - REDUCED PRESSURE BACKFLOW PREVENTO S - SANITARY SF - SQUARE FEET SH -SHEET ST -STORM STO - OVERFLOW STORM DRAIN SW - SOFT COLD WATER V -VENT VC - VACUUM CLEANING VTR - VENT THRU ROOF WCO - WALL CLEANOUT WTR - WATER CODES AND STANDARDS FLORIDA BUILDING CODE 6TH EDITION - 2017 EDITION NFPA #99, HEALTHCARE FACILITIES CODE - 2015 EDITION. GUIDELINES FOR DESIGN AND CONSTRUCTION. FLORIDA HEALTHCARE FACILITIES - 2014 EDITION. ALL LOCAL CODES - LATEST EDITION. NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT GENERAL NOTES 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. 5. NOTIFY OWNER AT LEAST 72 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS. 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON - ACCESSIBLE CEILINGS. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED. 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. 21. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE- ROUTED AT NO ADDITIONAL COST. 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. 24. PROVIDE CERTIFIED COPY OF MEDICAL GAS TEST REPORT AT FINAL A.H.C.A. INSPECTION. PLUMBING DRAWING INDEX P001 GENERAL INFORMATION - PLUMBING Yes PD101 LEVEL 1 DEMOLITION PLAN - PHASE 1 - GRAVITY Yes PD102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - GRAVITY Yes PD201 LEVEL 1 DEMOLITION PLAN - PHASE 1 - PRESSURE Yes PD202 LEVEL 1 DEMOLITION PLAN - PHASE 2 - PRESSURE Yes P101 LEVEL 1 RENOVATION PLAN - PHASE 1 - GRAVITY Yes P102 LEVEL 1 RENOVATION PLAN - PHASE 2 - GRAVITY Yes P201 LEVEL 1 RENOVATION PLAN - PHASE 1 - PRESSURE Yes P202 LEVEL 1 RENOVATION PLAN - PHASE 2 - PRESSURE Yes P301 PLUMBING DETAILS Yes P401 PLUMBING RISER DIAGRAM Yes P402 PLUMBING RISER DIAGRAM Yes 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 &:-T LC ENGINEERING S0LUT10NSo 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407, 841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 �E E J ♦♦♦,t ,pti ♦ ���♦ Q`� •' � G•E N 3 • • S ��i� • •. 2 No 71576 •.* *, * M .�: y • Ts d.MeIt has Doen S M"A Hi I 9' d y Wned and seated by the ws*Adua, iy `� named. dated DgWl ���r�p',' O 4= usrg a ,mil ,� S+pnature Pooled udDws of Ihes efiTCl� 1`C ♦♦ doc~ are not t�deted steed 40 and sea4d. and the epnature mwt De�}p verified «, an~ e+ect.a,K copies �- 1 t �� 0.03.25 ��1:29' 21-04'00' M N W 0 O U I~ Z w J U Q U Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION - PLUMBING SHEET ID: Pool PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright C 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 :1 1 4 i I 1.1 /0 n N Q0 Cl) L0 0 N 0 N N M NOTE THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY OPEN COURTYARD EXISTING GREASE INTERCEPTOR TO REMAIN. — EXIST 4"V- _ _ EXIST 4"GR co co x w EXISTING SUMP PIT TO REMAIN. EXISTING FLOOR SINK AND ASSOCIATED VENT PIPING TO BE REMOVED, CAP FLUSH WITH THE FLOOR. — is I x w C310 L— i =EXIST 4"GR-- 1 1 1 i — �---L=a ,mot i 1 _1 i-- —EXIST 4"GR= Of cD U) w SERVER] 1- 102 c� "v 4"G R= C —,A 1 o If 1 � 1 I �_- 1 EXISTING FLOOR DRAIN TO BE ABANDONED AND CAPPED FLUSH WI THE FLOOR " II II U3 w 1:1113r1::a EXIST 4"GR= c II i LOCIR �I ,; II ED I 1 REF j �µ BAKERY 1 I _ X — — IFR EZER i CART 1 _ 1 WASH DRY STR 1 OFFICE i 1 - 1 �I;�' ,x Y �'� j II 1 ter_ �101 ; OPEN AIR BREEZEWAY li 'i STAIR „C" - I. OFFICE 1 1 IXII IIXIIXIIXIIXIIX 1 1 Vil�ir� SEXIST 4"S —_ a IXill IIXIIXIIXI IXi _I/�I I\ V_ _\L�r -\� V\1 �L 1 I H r _1 I I w 1 ' I TEMPI,__.i �__-j L J iC II /\ STORAGE ° I< Ll ��---OFFICE 1 1 07 1z4,r n.-T'lf— .III 1 MECHANICAL ! 1 14 1 i ._ —— — = 1 1 II FREEZERS II 1 DIETICVA 1 _ X 1 I w LL I I I I DIETARY SERVICES �I MECHANICAL o 1 - v i I DI HWASH RCOM II � ❑i ICI', I t I � SUPERVISOR —� i I T 'K 1 DIET I 1 TOILET I r— 'J--__ OFFICE \ TOILET \ FA 1 LEVEL 1 DEMOLITION -PHASE 1 - GRAVITY 1 SCALE: 118" = 1'-0" WOMEN R.R. DEMOLITION NOTES - GRAVITY 1. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW AS -BUILT RECORDS AND LIMITED FIELD INVESTIGATIONS. UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. CONTRACTOR TO FIELD VERIFY PIPING RISER LOCATIONS, ROUTING, AND SIZES PRIOR TO BIDDING AND CONSTRUCTION. 2. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL PLUMBING WITHIN THE PROJECT AREA. SEE THE P-SERIES OF THE ORIGINAL 1998 CONSTRUCTION DRAWING FOR REFERENCE TO APPROXIMATE QUANTITIES OF MATERIALS TO BE DEMOLISHED. IT IS INTENDED TO PROVIDE GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THE P-SERIES OF THE ORIGINAL 1998 CONSTRUCTION DRAWINGS OR THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PROVIDE ALL REQUIRE DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 3. ALL ITEMS REMOVE UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. 4. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 5. COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW WORK PIPING CONNECTING TO AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT BE DISCONNECTED UNTIL AFTER NEW PIPING IS INSTALLED. 6. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 7. EXISTING ROOF DRAINS AND RAIN WATER LEADER PIPING TO REMAIN UNLESS OTHERWISE NOTED. FIELD VERIFY ROUTING OF EXISTING PIPING LOCATED IN WALL TO BE REMOVED SHALL BE REROUTED OVER HEAD TO A NEW WALL LOCATION AND RECONNECTED TO THE UNDERGROUND STORM. 8. CUT & PATCH CEILING, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. 9. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS LOCATED BELOW THE FLOOR SLAB OR WALL CHASE UNLESS NOTED OTHERWISE. OFFSET ALL EXISTING SANITARY AND VENT RISERS FROM FLOOR ABOVE TO WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT LOCATION AND PROVIDE REQUIRED OFFSET TO FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE FLOORS ABOVE AND BELOW. 10. ALL SANITARY VENT (V), STORM (ST), AND STORM OVERFLOW (STO) AND CONDENSATE DRAIN PIPING INDICATED ON THIS DRAWING IS LOCATED ABOVE SLAB IN WALL CHASE, CEILING SPACE OR EXPOSED IN MECHANICAL ROOMS UNLESS NOTED OTHERWISE. KEY PLAN i 0 8 • i quU Uy Ag6W-. � ahnson -6.03.25 1§14-• t A _n&nn, Copyright © 2018, This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 4 5 2 I 3 1 4 5 U C 0 A a M 0 N O N Ln N co 1I pll r- �� II i I, II � II I) i I II II II OPEN AIIiIBREEZEWAY I, 'I I 177 I' I I' I: EXISTING GREASE INTERCEPTOR TO REMAIN I I ® 'TT I I REMOVE LANDSCr. - WOODEN PLANTER CURB I II I EXISTING SUMP TO REMAIN -- — El T � I ELECTRI�II\L I SH-1 tREF EMPKITCHEN/ PREP f �FR�_FZFR �1 F7I T � DRY STR EXIST 2'V t EXIST 4" GR EXIST 4" GR EXIST 2"V �a SEE RENOVATION PLAN FOR NEW PLUMBING CONNECTIONS OFFICE II II _ II ! DIE ICIAN II i 1 REF I REF I I FREEZERS -- I I II I III \Vx I II - - F_ I F_ —1 I I I— —1 I I I— —i I I I V 1 L-- LJ�1r�1 �� �'�C �_1LJ L_ J SERVERI 1- 102 j I I F_ --]Fr�__ Ir I ,� i _ l L J 00 i GENERAL RAL PLUMBING DEMOLITION NOTE: # 1— I DIETARY SERVICES �I - ALL EXISTING BELOW SLAB SANITARY AND STORM —J� _ — — — — ^ AND ABOVE CEILING VENT PIPING TO BE REMOVED 1 F_ —Tsi ( � AND TO BE REPLACED IN PLACE WITH LIKE MATERIALS i AND SAME SIZE PIPING. 1 y /—� — — -TLC Lam— ,_-� �-J I i- ® F_ I 1 SUPERVISOR — I' F- L T� J L�L jilL. i 1 i — _ i, � I 1 1 ==�3 o � � � � �I� I I. ,� � � DIET F_ -1 - IXI- _ , _ I � J I I L - � ram- T I I I � �� I ----I L I, -'� � ' --- ---- -- -� t--- --------------- i I I I II IXI 1 DI�HWASH — 1 I )TOILET J 1 1J �� RQOM LA -- OFICE OFFICE I X I i------ 1 i 1 1 I � -_- ' \\TOILET'., I I _ I[ ---- I � �IC I IL III I I II II �-�--;,--------------- - � I 1WOMEN R R I 1 / I � I �! 11 I MEN R.R. I OFFICE r� La* mean so no . . CORZQ)�__ LEVEL 1 DEMOLITION - PHASE 2 - GRAVITY : 1/8" = 1'-0" SCALE DEMOLITION NOTES - GRAVITY 1. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW AS -BUILT RECORDS AND LIMITED FIELD INVESTIGATIONS. UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. CONTRACTOR TO FIELD VERIFY PIPING RISER LOCATIONS, ROUTING, AND SIZES PRIOR TO BIDDING AND CONSTRUCTION. 2. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL PLUMBING WITHIN THE PROJECT AREA. SEE THE P-SERIES OF THE ORIGINAL 1998 CONSTRUCTION DRAWING FOR REFERENCE TO APPROXIMATE QUANTITIES OF MATERIALS TO BE DEMOLISHED. IT IS INTENDED TO PROVIDE GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THE P-SERIES OF THE ORIGINAL 1998 CONSTRUCTION DRAWINGS OR THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PROVIDE ALL REQUIRE DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 3. ALL ITEMS REMOVE UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. 4. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 5. COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW WORK PIPING CONNECTING TO AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT BE DISCONNECTED UNTIL AFTER NEW PIPING IS INSTALLED. 6. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 7. EXISTING ROOF DRAINS AND RAIN WATER LEADER PIPING TO REMAIN UNLESS OTHERWISE NOTED. FIELD VERIFY ROUTING OF EXISTING PIPING LOCATED IN WALL TO BE REMOVED SHALL BE REROUTED OVER HEAD TO A NEW WALL LOCATION AND RECONNECTED TO THE UNDERGROUND STORM. 8. CUT & PATCH CEILING, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. 9. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS LOCATED BELOW THE FLOOR SLAB OR WALL CHASE UNLESS NOTED OTHERWISE. OFFSET ALL EXISTING SANITARY AND VENT RISERS FROM FLOOR ABOVE TO WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT LOCATION AND PROVIDE REQUIRED OFFSET TO FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE FLOORS ABOVE AND BELOW. 10. ALL SANITARY VENT (V), STORM (ST), AND STORM OVERFLOW (STO) AND CONDENSATE DRAIN PIPING INDICATED ON THIS DRAWING IS LOCATED ABOVE SLAB IN WALL CHASE, CEILING SPACE OR EXPOSED IN MECHANICAL ROOMS UNLESS NOTED OTHERWISE. � : 1 RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 ` IB26000956 5620LCC000210' GB238 TLC ENGINEERING 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841,9050 www.tic-engineers.com COA 15 5 Copyright 2019 TLC Engineering Solutions.. Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 LEE JOy� ., No 71 576 SIg&' ��•STAY0i'4y .by Aaron,�w` CD'I• OghrI�.` CD y .aaa.25 N 21:31:52-04'00' o 0 U F- Z w J C-) a U Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 2 - GRAVITY SHEET ID: PD1 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 9 2 k, 4 5 I7 C 0 A a 0 v c� L0 0 N 0 N LID m NOTE: THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY a OPEN COURTYARD L11 4"_ `Tjv �_ --- -- _ EXIST 2"CW EXIST 3/4"HW I = I 1 r CUO)"1 -- 1 \LO114 CKER L �I II n I � aAKERY EXIST2"HWR EXIST4"HW F -EXIST 1"CW- =°EXIST 1"CW AREA OF WORK 1 X 1 IF R� ER 1t _J — — � II- I CAR C, WAS i � I DRY STR x `\ w n —1; OFO - � v III' 1 I f-1 N L OPEN AIR BREEZEWAY _ I -EXIST 1"HW =_ i ., - { II OPc+v r.,s �raLZEWAY r _— � STAIR „C„ 1 .yw X I I OFFICE I 3' � X ' I r------—I—Ir� w j l i„ 1 .,, r _ a o IXII IIXIIXIIXIIXIIX � `1 w ELECTRILAL j I \X/ I ,� it IXII IIXIIXIIXI I X I X I' 1 1 I I TEMP. e - II 1 I\,I STORAGE I� T 1 l OFFICE 1 I- EXIST2"HWR LHJ 1 —.=�1 II I � AIL x EXIST 4' HW ��� k MECHANICAL I II MECHANICAL E/ , ♦ EXIST 1/2"CW EXIST 1/2"CW - - EXIST 1/2"CW I I \= 1 I I 1 I I FREEZERS i 1 \` II T 1 r-i ; v III I DIETICIANS 0 U w - �- —i M m� -I, �r LI Ili 1 W - -' ♦- EXIST 1/2"CW -_ ( 1 1 i EXIST 1/2"CW I II I II 8 I—�I� J u X' - D ETARY SERVICES i II 1j SE JfV ' I --� 9 �It � �� jL LLJ -_ 1 M- j I UPERVISOR _ - 1 N EXIST 1/2"CW w� cli T�zaY�JL��IJI x w 1 I I EXIST 1 1/2"CW L' EXIST 2 HW EXIST 3/4"HWR ACT 1 1 II-- + DIET LO 1 f 1 (_ 81- i I %TOILET 1 I li - DICAI LW-LL �: �f' II /y% OFFICE OFFICE 1 - - - - I TOILET I n , IT II I i CORRIDOR --- --- --- --- --- --- --- --- --- --- u II II II € LEVEL 1 DEMOLITION - PHASE 1 - PRESSURE 1 SCALE: 1/8" = 1'-0" -u , DEMOLITION NOTES -PRESSURE 1. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW AS -BUILT RECORDS AND LIMITED FIELD INVESTIGATIONS. UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. CONTRACTOR TO FIELD VERIFY PIPING RISER LOCATIONS, ROUTING, AND SIZES PRIOR TO BIDDING AND CONSTRUCTION. 2. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL PLUMBING WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE 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. PROVIDE ALL REQUIRE DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 3. ALL ITEMS REMOVE UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. 4. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 5. COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW WORK PIPING CONNECTING TO AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT BE DISCONNECTED UNTIL AFTER NEW PIPING IS INSTALLED. 6. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 7. CUT & PATCH CEILING, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. 8. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 ` LCC000210' GB238 ,,h,._T LC ENGINEERING SULUl 1 0 N 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 , LEE �0� ��,�� �� �O• . • G E'N • tip, Q•• �� SF•. O �• •2 No 71576 V_ STAT �ia$all�r• • d to r` ih s „ CL "w"�� CD M :.. a %%20.03.25 N 21:32:12-04'00' W O U H Z W_ J U 2 Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 1 - PRESSURE SHEET ID: PD201 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 1 3 4 N 2 3 4 9 I C 1.9 A 5 a 0 io r� iri 0 N O N N FU F__i LJT I TEMP. POT/ n OPEN AIR BREEZEWAY r, 0 0 ' EXIST 1 EXIST 1 EXIST 1 EXIST 1 — nll II OPEN AIR BREEZEWAY ,I JSTAIR "C„ 1 I I j 7 I II OFFICE x ' ELEC. II =x I F ;I EXISTING GAS METER AND REGULATOR ELECTRICAL i" r TO BE RELOCATED TO BE A MINIMUM OF — x 25' FROM MECHANICAL AHU INTAKE _ — -A ENGINEERING ,I / ° DIETICIANT I ANDSCAPE AND 'LANTER CURB OLIVER -- - i 1 X 11 f 1 >< ; MECHANICAL - L-I- -- ___iG r I I i �nI REMOVE EXISTING EXPOSED GAS ; _ _ _ _ MECH I I i PIPE AND CAP AT THIS LOCATION I FOR RECONNECTION DURING NEW CONSTRUCTION. li I 71F_.—.--I- 1I', REF I I I I FREEZERS �kY ffi-I - I II III II I II lik 1 I I I 1 I I— �l = 1 T I I- -- ; I-- ' _'1 —I� �� I -.1 �� �1 �� -' 1 LI I 1 I II t o Ili L__J1_7 t! —I D ETARY SERVICES i II SE V R 1-1�12� pp I 1 I7I �r x r II L —EXIST 1 1/2"CW i SUPERVISOR II EXIST 1/2" EXIST 1/2 EXIST � " EXIST 3/4"HWR7 EXIST 1/2"_ /2' EXIST 1/2 , I I � r.- T� EXIST 112'CW 1 I = I, -l= EXIST 1/2"HW 1 DIET 1 I I JJ 7EXIST3/4"HWR 1 1 EXIST 3/4"HW I II 1 EXIST 2"HW # I X I EXIST 3/4"CW EXIST 1 1/2"CW EXIST 2H EXIST 1 1/W2"CW III I EXIST 3/4"HW - EXIST 3/4'CW - - _--_-- - i --- -- --- --- - t;- 1 EXIST 3/4"CW i t DI I X I L I j"TOILET, 1 1 U a. 1 R �� I a 1 %. 1 11r I II OFI�CE OFFICE 1 IL II X I EXIST 1"CW D 1 I EXIST 1' HW �— 1 1 EXIST 3/4"HWR — TO-�ILETS EXIST 2"H/E EXIST 1"CWEXIST 1 1/2"CW EXIST 3/4"HWr� I ✓/ I 1 I I l n II EXIST 1/2"HW - `�o---EXIST 1/2"CW II I I I I WOMEN R.R. EXIST 2"CW =1 RMEN R.R. OFFICE A I - I I _ �� EXISTING WATER SOFTENER -- _ TO BE REMOVED. CAP PIPES - -- _-- - - I;-- _-� IN PLACE FOR REUSE. EXIST 1/2"CW t EXIST 3/4HW L-- "�„ EXIST2"CW EXIST 3/4' CVV_�_..00..-,EXIST 1/2"CW ' EXIST 4EXIST 3/4"HW � EXIST 3/4"HW I I;,EXIST 3/4"HWR - I II �_ 1 II II .,. � . ..;—ur �-1s--s_1�1�1e�-mi.1, Npow 11- _ I :Try-=s_I s LEVEL 1 DEMOLITION - PHASE 2 - PRESSURE SCALE: 1/8" = 1'-0" DEMOLITION NOTES - PRESSURE 1. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW AS -BUILT RECORDS AND LIMITED FIELD INVESTIGATIONS. UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. CONTRACTOR TO FIELD VERIFY PIPING RISER LOCATIONS, ROUTING, AND SIZES PRIOR TO BIDDING AND CONSTRUCTION. 2. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL PLUMBING WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE 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. PROVIDE ALL REQUIRE DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 3. ALL ITEMS REMOVE UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. 4. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 5. COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW WORK PIPING CONNECTING TO AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT BE DISCONNECTED UNTIL AFTER NEW PIPING IS INSTALLED. 6. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 7. CUT & PATCH CEILING, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. 8. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620' LCC000210' GB238 TLC ENGINEERING 5 0 L U T i O U 50 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 `01111111111/111', .0� LEE Joy,,,� • Q� • •' • G•E•N S S'�'. No 71576 'Digitally gidnDd " M l� " rort - "Ohn� l v Y 11 IQ� . ••��,.� O o ���r o i '� Iti1l0Wq` .36-04'00' c O U z w_ J U Q U a REVISIONS DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 2 - PRESSURE SHEET ID: PD202 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. K 9 4 5 1 E I 3 I 4 5 D C 0 a N 00 Q� m J a 0 c N Y N m A cM co rn co 0 J A W N In Ln M 2 0 N 0 N LO N M OPEN COURTYARD EXISTING GRI -- - EXIST 4"V I EXIST 4"GR it I I I I EXISTING SUMP PIT EXIST 4" GIR I 1 � _. CO !- -- — 1 _I --EXIST 4"GR F- 1 w i 4"F -� EXIST 4"GR1i SERVER 0 i 1- 102 I 1 0 it I _ � -- _- 1 eD�0-2"GR - - -- I —I r� all GREASE TRAP: SEE I E ; II,� it1{ 4' 1 �' DETAIL 31P301. f JA.. _J j, EXIST 4" GR 1 LOCKER i N ; t. t f I�Ia 1 1 (D � �' 1 1 N u� un REF i II ES1 - 1 1 ti`.IF iVl�;rftN; - w 1 II PREP 1 1 1 1 1 �FR�EZE ; 1 I 1 i I DRY STR \ OFFICE i ' i 'r ♦ t- -� OPEN AIR BREEZEWAY i T ' STAIR C' III I N, r s �- I ram. — I '1ELEC. ELEC. Ll TEMP. STORAGE I I 1 OFFICE II 1 II 1 DIE M ,'�N N 1 1 c cn 1 w w 1 1 1 1 SINK BYOTHERS --�� ji E)FCO II [a r �1FT [1 EJ LU L SINK BY OTHL ERS� a EXIST 3"GR ��� ♦ MECH 71 I1 1 rt" ! Py RY 1 R �1 ,^ 111 - 1 b 1 1 DIETARY SERVICES . L-it� I 1- 6HWPISH FE O UPERVISOR DIET \TOILET' IMI C WOMEN R.R. MEN R R OFFICE LEVEL 1 RENOVATION - PHASE 1 - GRAVITY 1 SCALE: 1/8" = 1'-0" 2 3 4 GENERAL NOTES - GRAVITY 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 2. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS LOCATED BELOW THE FLOOR SLAB OR WALL CHASE UNLESS NOTED OTHERWISE. OFFSET ALL EXISTING SANITARY AND VENT RISERS FROM FLOOR ABOVE TO WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT LOCATION AND PROVIDE REQUIRED OFFSET TO FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE FLOORS ABOVE AND BELOW. 3. ALL SANITARY VENT (V), STORM (ST), AND STORM OVERFLOW (STO) AND CONDENSATE DRAIN PIPING INDICATED ON THIS DRAWING IS LOCATED ABOVE SLAB IN WALL CHASE, CEILING SPACE OR EXPOSED IN MECHANICAL ROOMS UNLESS NOTED OTHERWISE. 4. PIPING IS SHOWN OFFSET FOR CLARITY. COORDINATE WITH HVAC AND ELECTRICAL CONTRACTORS AND PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO AVOID CONFLICTS WITH OTHER TRADES. 5. PROVIDE WALL CLEANOUTS AT THE BASE OF EACH SANITARY, STORM, STORM OVERFLOW RISER (CLEANOUTS NOT SHOWN IN ALL CASES FOR DRAWING CLARITY). 6. COORDINATE ALL PIPING FLOOR PENETRATIONS WITH STRUCTURAL DRAWINGS, SLEEVE ALL BEAM PENETRATIONS. 7. FOR LAYOUT AND SIZING OF SANITARY AND VET PIPING SEE SANITARY RISER DIAGRAM. ,PAI S 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www, rsandh. com RS&H FL Cent. Nos. AAC001886 ` IB26000956 5620 " LCC000210GB238 TLC ENGINEERING S O L U T f O N v 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 C Copyright 2019 TLC Engineering Solutions. Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 %.�`��, LEE 'JO Q .• .� 2 No 71 576 CT�T�I�IIy,•�ced o b A o c Da ;�A20.03.25 N " I I Pill 9:35-04'00' LLI O U z w J U a CU Q REVISIONS DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 - GRAVITY SHEET ID: PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright© 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 9 1 1 2 3 4 5 c A 7 f` M M N 0 N L0 N M OPEN COURTYARD ELECTRIJL EXIST 4'V- EXIST 4"GR Of cn EXTEND EXISTING FCO HERE TO AVOID AHU PAD. EXIST 4"GR 7- v -- —�-6W— SINK BY OTHERS 4"GR c� W w MECHANICAL K71X�x ,� CONSTRUCTI COMPLETED Mir x , — 1 V ,IN 1 \ REE2_- yl _2V�= X i II w , EXISTING 3" S STACK i 14"GR DOWN FROM ABOVE. �I 1 II 4"GR u II 4"GR I !'I � 1 -_ =2"GR 4"G R SINK BY > SERVER rllf' OTHERS -N in2 2 1. EXISTING 4" S STACK DOWN 1 /=T FROM ABOVE. 1 h = j 1 UD e 1 1 i ON ZONES/// $UPERVISO OFFICE i EXISTING 4" ST STACK DOWN IL FROM ABOVE. -- ------- � — J EXISTING 4" S STACK DOWN D=4"ST=W FROM ABOVE. =3"GR e � e rT61 1 SINK BY OTHERS C131 IWYGR '9 1 II EXISTING 4" S STACK DOWN 1 FROM ABOVE. j JWYGR =4"GR! "GR -2"V -4"GR IF ,2"V ® 0 IW3"GR � /TOILET 1 � 1 "" iI — -- — OFICE OFFICL \`TOILET f 1 II "GR 4"F 1 `�I WOMEN R.R. I j MEN R R i OFFICE -r i - o r L---- •, e zo EXIST 10"ST EXIST 10"ST EXIST 6"GR- EXIST 6"GR EXIST 8"GR LEVEL 1 RENOVATION - PHASE 2 - GRAVITY 2 SCALE 118" = 1'-0" `YGR DIETARY SERVICE "GR 4 GR - "-' 3" V STACK UP =2"GR i TO FLOOR ABOVE. - 4'GR= �l v SINK BY OTHERS cn uJ EXIST 4"GR EXIST 4"GR =2"V = : lIeA-, I� 1 - i 2"GR —2"V- = _ —EXIST 2"V II 4' -1 4' 1 - =2"V= "GR 4" -1 KEY NOTES: 1❑ PROVIDE NEW 2" GR PIPE TO RELOCATED DISH WASH ROOM EQUIPMENT. 2❑ RELOCATED TRIPLE COMPARTMENT SINK, DRAIN INDIRECTLY TO NEW FLOOR SINK. EXISTING SINK TO BE REMOVED FOR REUSE IN NEW CONSTRUCTION. ® EXISTING TRIPLE COMPARTMENT SINK TO BE REMOVED FOR REUSE IN NEW CONSTRUCTION. 5❑ EXISTING VENT PIPING IN THE WALL TO BE REMOVED. CAP VENT PIPE AC AND SANITARY PIPE FLUSH WITH THE FLOOR. © PROVIDE NEW FLOOR SINK FOR TEMPORARILY RELOCATED POT WASH AND THREE COMPARTMENT SINK. GENERAL: 1. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION. REPLACE WITH LIKE MATERIALS IF NECESSARY. 2. REMOVE ALL EXISTING FLOOR SINKS, FLOOR DRAINS AND TRENCH DRAINS FOR REPLACEMENT WITH NEW DRAINS IN PLACE DURING NEW CONSTRUCTION. 3. CUT AND PATCH CONCRETE AS NECESSARY TO ACCOMODATE DRAIN PIPING MODIFICATIONS. PROVIDE DELEGATED STRUCTURAL DESIGN FOR CONCRETE FLOOR SLAB. GENERAL NOTES - GRAVITY 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 2. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS LOCATED BELOW THE FLOOR SLAB OR WALL CHASE UNLESS NOTED OTHERWISE. OFFSET ALL EXISTING SANITARY AND VENT RISERS FROM FLOOR ABOVE TO WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT LOCATION AND PROVIDE REQUIRED OFFSET TO FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE FLOORS ABOVE AND BELOW. 3. ALL SANITARY VENT (V), STORM (ST), AND STORM OVERFLOW (STO) AND CONDENSATE DRAIN PIPING INDICATED ON THIS DRAWING IS LOCATED ABOVE SLAB IN WALL CHASE, CEILING SPACE OR EXPOSED IN MECHANICAL ROOMS UNLESS NOTED OTHERWISE. 4. PIPING IS SHOWN OFFSET FOR CLARITY. COORDINATE WITH HVAC AND ELECTRICAL CONTRACTORS AND PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO AVOID CONFLICTS WITH OTHER TRADES. 5. PROVIDE WALL CLEANOUTS AT THE BASE OF EACH SANITARY, STORM, STORM OVERFLOW RISER (CLEANOUTS NOT SHOWN IN ALL CASES FOR DRAWING CLARITY). 6. COORDINATE ALL PIPING FLOOR PENETRATIONS WITH STRUCTURAL DRAWINGS, SLEEVE ALL BEAM PENETRATIONS. 7. FOR LAYOUT AND SIZING OF SANITARY AND VET PIPING SEE SANITARY RISER DIAGRAM. i 1715 N. Westshore Blvd., Suite 600 Tampa,, Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 * LCC000210' GB238 TLC ENGINEERING LULU 1 i0t° 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 'JO ♦♦`��� \'E E ���i ♦♦QQ,0• \,� G�E�N S�.• 0 . 2 No 71 576 M "o Digital) ed C6 qTATFb �ard. v d 1 v .� de _ ♦ r 3.25 21:29:53-04'00' o O U E-- z w J U Q v x Q REVISIONS NO, DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: - BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 2 - GRAVITY SHEET ID: P1 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 ! I II 1 2 I 3 I 4 5 OPEN COURTYARD C II ( I� 1 II EVE �.�.II _� _ _ _� GENERAL NOTES PRESSURE W - - - r M.I.. LOCKERUNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT,1715 N. Westshore Blvd., Suite 600 l _. I =_ -- - 1.—\---- � R— -! �._ SHALL REMAIN. INVESTIGATE THPIPING, FIXTURES AND OER RO ECT AREA PRIORIES IN THE PROJECT I O BID Tampa„ Florida 33607-3999 EA _ _ �, r 904 256 2500 Fax 904 256 2503 —= TO DETERMINE ALL REQUIRED DEMOLITION. �I� I www.rsandh.com ! 2. OFFSET ALL DOMESTIC WATER PIPING THROUGH THE CEILING FL Cert. Nos. AAC001886 ` IB26000956 SPACE OR WALL SPACE UNLESS NOTED OTHERWISE. PROVIDE 5620 ` LCC000210 " GB238 —� REF , 1 SHUT OFF VALVE AND WATER HAMMER ARRESTORS AT EACH 5 w I;, �I , SUPPLY DROP TO PLUMBING FIXTURE OR GROUP OF FIXTURES. — EXIST2"HWR 1i EXIST4"HW 3. PIPING IS SHOWN OFFSET FOR DRAWING CLARITY. EXIST 1"CW a _ a 1` COORDINATE WITH HVAC AND ELECTRICAL CONTRACTORS AND TLC AREA OF WORK -- - I PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO AVOID ENGINEERING I , ! CONFLICTS WITH OTHER TRADES. FIR ER - - S0LUTI0t'v��o 3/4"CW n 1 I 4. PROVIDE A CHECK VALVE AND BALANCING VALVE INSTALLED 255 S. Orange Avenue I v 1 ; ; CAR l AT AN ACCESSIBLE LOCATION NEAR THE JUNCTION OF THE Suite 1600 - �— (i �� —I . 1 ` WAS�I e HOT WATER RETURN MAIN. PROVIDE A MANUAL AIR VENT FOR Orlando, FL 32801 EACH SECTION OF HOT WATER RETURN AT THE HIGHEST POINT P 407.841.9050 IIISTIR DRYI Ll r; OF THE PIPE. BALANCE THE HOT WATER RETURN SYSTEM. www.tic-engineers.com ' , OFFIu COA 15 5. A CERTIFIED TEST AND BALANCING AGENCY SHALL PERFORM © Copyright 2019 TLC Engineering Solutions, Inc. THE BALANCING AND ADJUSTMENTS TO THE HOT WATER RETURN SYSTEM TLC Project No.: 119333 I I t' Al 6. COORDINATE ALL PLUMBING CONNECTIONS WITH I i I RELOCATED GAS METER I AND REGULATOR. j 1 "G ! j 1 •-----1--------lam i NEW V NATURAL GAS PIPING TO BE INSTALLED II ♦ EQUIPMENT/FIXTURE SUPPLIED. COORDINATE EQUIPMENT �-------------------------- ---� I. , PROJECT TITLE: OPEN AIR BREEZEWAY s= _- ACCESSORIES AND SERVICE AREA WITH EQUIPMENT VENDOR. f I OPEN AIR BREEZEWAY 7. COORDINATE LOCATION OF ALL VALVES ABOVE THE CEILING TO it ENSURE THAT ALL VALVES ARE READILY ACCESSIBLE. PROVIDE ACCESS PANELS AS NEEDED. COORDINATE WITH ALL OTHER TRADES. -- ---r -- --- —:-�' -- ( I -- - " "— STAIR C� n ,I I � ! ! I I ' � � �Mill 8. PROVIDE ALL HARDWARE, VALVES AND FITTINGS FOR A ! ! f--� COMPLETE INSTALLATION OF THE PLUMBING EQUIPMENT. KITCHEN RENOVATION n I , OFFICE 9. PROVIDE STOP VALVES UNDER THE COUNTER OR IN THE WALL ADVENTHEALTH ZEPHYRHILLS FOR EACH PLUMBING EQUIPMENT. r 10. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED 1 -. �- _Lu X I IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED PROJECT ADDRESS: 1 I i = U 1 I� LEC. ELEC 1 , OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. x �. I� � I I b— ---- -- 1 w �! 1 I 7050 Gall Blvd. Zephyrhills, FL 33541 ELECTRICAL 1 1 ' TEMP. DIETICIAN 1 1 I 1 Tx I f STORAGE -- j �EXIST 2" I , EXIST 4" I 1 i ! ExIST2 Aaron Lee Johnson, P.E. 1 Florida License #71576 L I '-i=EXIST4 " • == __ __ -� 1 `,��.0 • LEE . oh/ MECH 1 ' 1 - 1 •C•ENS S'0 ' 1 No 71576 •'. MECHANICAL - -- --- 1 * - - - I I � �T gully --- I II --- — ------ by � CD O REF II FREEZERS RY ON THE EXTERIOR WALL ABOVE EXISTING WINDOWS g n I �1 R I 1 ��k;i0:10-04'00' Ilii AND CONNECT INTO EXISTING CAPPED PIPE AT THE WEST MECHANICAL ROOM EXTERIOR WALL. EXIST 3/4"CW� O 1 �T-- - -- --- -- - ---�� I�,�I- w 1 _ ice_ I =- -- -- - I- II " I L) EXIST 1/2"CW�'' F—j] EXIST VCW—a REVISIONS _J N0. DESCRIPTION DATE EXIST 1/2"CW 1 II .� LL------------------ —� - [IF i B- u - 1 D ETARY SERVICES I II 1 n . I �N j - - 1 SE W x 3/4"CW ROUTE (2) 3/4" NG PIPING DOWN IN WALL BELOW SLAB TO NEW u J w 3/4"CW I L — UPERVISOR �11 i i 1 CHARBROILER & GRIDDLE 1� 3/4" G (60 MBTU) ! T I� �i__ DATE ISSUED: 03/20/2020 �I_T` 1T� ii u r REVIEWED BY: ALJ DRAWN BY: BJL cam --EXIST 1 "G , 3/4" G (120 MBTU) I 13/4"G , - I II II I DIET I DESIGNED E - - BY: BJL PROJECT NUMBER: a �—� I I II �, �� —EXIST 1 "G I I T Ii `y'504- 0226- 000 1 1' G a� ___ -- — _! -' (5 2019 RS&H, INC. 1/2HW �� E II m 1/2"CW { �iiil i DI — I I TOILET; 1"G - - R SHEET TITLE: IL 11I _ OFFICE OFFICE LEVEL 1 RENOVATION �� TOILET I ■ PLAN -PHASE 1 - Y II , PRESSURE M A - a, I I = _ I u I OFFICE 3I I I I I WOMEN R.R. MEN R R. I L SINK BY OTHERS I , u SHEET ID: FE ---� ---- — --- 3l4" G (80.5 MBTU).--- 9; — so ♦ Iir 1 II � — U CORRIDOR P201 KEY PLAN I ifl N LEVEL 1 RENOVATION - PHASE 1 - PRESSURE 8 16 PROJECT STATUS: N iiiii CONSTRUCTION M SCALE.- 1/8" = 1'-0" SCALE: 1/8" =1'-0" DOCUMENTS Copyright © 2018, This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 3 4 5 expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 ZI IN C A 011 it■li�l®!■I®!®!■!�!®!■lid III�IINIsIi�Il�l�l RELOCATED GAS METER AND REGULATOR. `_' L-- I! 0 F I I L-. J 1 "G OPEN AIR BREEZE='AlAy ELECTRICAL I I I I n I I I I u I I I I 1 r - i - ! { II MECHANIGAL H11c] y — '-T-- rtPECH I _ - I i u I I i--- -- -I .• � k ' I jy - I ---------. --__---. www•tara®rrwrrrrrrw®wsrwr r rrr rr•w®r®sw - w� i -- Li — ' I ! �1 11 •` F - 3 i 0Ry q I EXIST 1"G—o t o EXIST 2 1/2"CW 112"CW/HW DOWN IN 1 �' �T 0RAr �= 112"CWIHW TO w G —EXIST 2"HW ! WALL TO BF Y' HOSE REEL EXIST 3/4"HWR !�.� r I Cl) _- 1 - - —= 1/2I j ! 'CW I 1/2"CW ! = - 1 I 1 /2"H W ! EXIST 1/2"CW- 1 ! - -_, 1/2"HW 1 L... ------ I •1/2"HW EXIST 3/4"HWR EXIST 1/2"CW 1/2"CW EXIST 2"HW E) 1� 1 ! L 1" G 278 MBTU �UPERv13OR ! I ( ) ;'' OFFICE 1 c� ROUTE 1"NG & 3/4" NG PIPING � 3/4" G (120 MBTU) to I DOWN IN WALL BELOW SLAB ! 112"CW w 3/4" G (60 MBTU) I TO NEW/FUTURE COOKING 1 112 HW 3/4" G (44 MBTU) I II EQUIPMENT wJ N II 1" G (358 MBTU) 1 G ; o-EXIST 2 1/2"CW o--EXIST 2"HW x� - o---EXIST 3/4"HWR 1/2"HW w mr 1/2CW = II "e 3A"G 1/2"HW = I I 1/2"CW _ -- _ -- - -- - -- - -- _ ®-F SINK BY OTHERS ;I I r, 3/4" G (90 MBTU)112"HW I I I 1/2"CWIHW TO t II II = I 'X`' r HOSE REEL i 1/2 CW 1l2"CW w 112"HW -—_ 3/4"C W ()---EXIST 1/2"CW - - _ - 0 EXIST 112"HW EXIST 1 "HW 3/4HW I II 112"CW TO COFFEEMAKER, 1/2"HW I I! �� TEA AND WATER DISPENSERS 1 /2"CW EXIST 3/4"HWR EXIST 1 1/2"CW 1/2"CW EXIST 2"HW 1 l2"H WLj � = CCN 1 "H W _ EXIST 1 'CW OFI�Cf 1 - EXIST 1"HW X 1 - 1/2"HW w 'u5 o-EXIST 1 1/2"CW 1 n 1 1/2"CW c�—EXIST 2"HW IT �1 1 �°a 1 o—EXIST 3/4"HWR WATER SOFTENER (WS-1) 1 h I I ! 1' HW II ! _I { I WOMEN R R W -- i II ! MEN R R EXIST 3/4"CI «�-- OFFICE � I 4 - n —EXIST 3/4"HW � _-• 1 ! EXIST 1/2"CW--0 e—EXIST 3/4"CW u -- 1 - — —a EXIST 314"HW —� Li—F- 3/4"'HWli 1/2„CW ° �' 112"CW 1/2 HW i � I; i 1/2"CW l d CORRIDOR li ii I u u -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- h LEVEL 1 RENOVATION - PHASE 2 - PRESSURE GENERAL NOTES - PRESSURE 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 2. OFFSET ALL DOMESTIC WATER PIPING THROUGH THE CEILING SPACE OR WALL SPACE UNLESS NOTED OTHERWISE, PROVIDE SHUT OFF VALVE AND WATER HAMMER ARRESTORS AT EACH SUPPLY DROP TO PLUMBING FIXTURE OR GROUP OF FIXTURES. 3. PIPING IS SHOWN OFFSET FOR DRAWING CLARITY. COORDINATE WITH HVAC AND ELECTRICAL CONTRACTORS AND PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO AVOID CONFLICTS WITH OTHER TRADES. 4. PROVIDE A CHECK VALVE AND BALANCING VALVE INSTALLED AT AN ACCESSIBLE LOCATION NEAR THE JUNCTION OF THE HOT WATER RETURN MAIN. PROVIDE A MANUAL AIR VENT FOR EACH SECTION OF HOT WATER RETURN AT THE HIGHEST POINT OF THE PIPE. BALANCE THE HOT WATER RETURN SYSTEM. 5. A CERTIFIED TEST AND BALANCING AGENCY SHALL PERFORM THE BALANCING AND ADJUSTMENTS TO THE HOT WATER RETURN SYSTEM 6. COORDINATE ALL PLUMBING CONNECTIONS WITH EQUIPMENT/FIXTURE SUPPLIED. COORDINATE EQUIPMENT ACCESSORIES AND SERVICE AREA WITH EQUIPMENT VENDOR. 7. COORDINATE LOCATION OF ALL VALVES ABOVE THE CEILING TO ENSURE THAT ALL VALVES ARE READILY ACCESSIBLE. PROVIDE ACCESS PANELS AS NEEDED. COORDINATE WITH ALL OTHER TRADES. 8. PROVIDE ALL HARDWARE, VALVES AND FITTINGS FOR A COMPLETE INSTALLATION OF THE PLUMBING EQUIPMENT. 9. PROVIDE STOP VALVES UNDER THE COUNTER OR IN THE WALL FOR EACH PLUMBING EQUIPMENT. 10. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. RS&H 1715 N. Westshore Blvd.. Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cart. Nos. AAC001886 ` IB26000956 5620' LCC000210' GB238 ,ah,_T L C ENGINEERING L U I U i"'i 0 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 ```,�1111111//III LEE ♦♦♦,`p� JQhjL PQ�•.��G•E NSF•.:S, No 71576 T-:.5a� °nAs��t-o„,lylDi c�iinntally.� ed 04 CD vpnedand Seated "themdvldual Al /'1aI;O� named. uwV a dated Diytal , SgLature Pnnted cdpws of th•s . I Olin � ♦♦ document are not considered s+pned Y .. �W�♦ seared. and the spnalwe must b• '20.03.2 CD � O and v fied on a*' �? •,,,�� � � � 1" �M:28-04'00' � M N Lii U H z w_ J U Q U a REVISIONS DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 2 - PRESSURE SHEET ID: P202 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 SCALE: 1/8" = 1'-0" 13 4 5 i a LO v LO M U7 O N O N LO N M expressed written consent of this corporation is prohibited. All rights reserved. .1 M O f!7 LO O N O N LO N CM expressed written consent of this corporation is prohibited. All rights reserved. I_' 'IL _ II I I -- - 4111_1 expressed written consent of this corporation is prohibited. All rights reserved. 1 I 2 I 3 I 4 I 5 C 0 A a rn 0 N 0 N O N N Ci -CEILING DIFFUSER, ROUND NECK (CEILING DIFFUSERS ARE 4-WAY THROW UNO) (0) -ROUND DIFFUSER -CEILING RETURN ® -CEILING EXHAUST -CEILING DIFFUSER, RECTANGULAR OR SQUARE NECK (CEILING DIFFUSERS ARE 4-WAY THROW UNO) -SUPPLY REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) -RETURN/EXHAUST REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) Al -REVISION REFERENCE -DETAIL REFERENCE: TOP -DETAIL#, M-1 BOTTOM -DRAWING# SHOWN ON T-THERMOSTAT/TEMPERATURE SENSOR ®-HUMIDISTAT/HUMIDITY SENSOR -DUCT SMOKE DETECTOR �♦ -CONNECT TO EXISTING Q--� -DEMOLISH TO POINT INDICATED M-- -MOTORIZED CONTROL DAMPER f�— -TEMPERATURE SENSOR ©— -PRESSURE SENSOR -BACKDRAFT DAMPER 0 -NEUTRAL RELATIVE PRESSURE 0 -POSITIVE RELATIVE PRESSURE -NEGATIVE RELATIVE PRESSURE -SHEET NOTE CALLOUT -- -SHEET NOTE CALLOUT �► -SHEET NOTE CALLOUT -CEILING MOUNTED ACCESS DOOR -SQUARE THROAT ELBOW W/TURNING VANES -RADIUS ELBOW RECTANGULAR/ROUND BRANCH TAKE -OFF OR ROUND/ROUND BRANCH TAKE -OFF O -EXHAUST DUCT UP THROUGH SLAB W/ FAN ON ROOF ABOVE O -EXHAUST FAN ON ROOF W/ DUCT DOWN THROUGH ROOF IPTION CWJ -CONDENSER WATER SUPPLY CWR -CONDENSER WATER RETURN CHWS -CHILLED WATER SUPPLY CHWR -CHILLED WATER RETURN CD -CONDENSATE CR -CONDENSATE RETURN PC -PUMPED CONDENSATE HWR -HOT WATER RETURN HWS -HOT WATER SUPPLY HPS -HIGH PRESSURE STEAM SUPPLY MPS -MEDIUM PRESSURE STEAM SUPPLY LPS -LOW PRESSURE STEAM SUPPLY HPR -HIGH PRESSURE STEAM RETURN MPR -MEDIUM PRESSURE STEAM RETURN LPR -LOW PRESSURE STEAM RETURN RL -REFRIGERANT LIQUID IRS -REFRIGERANT SUCTION -TEE, OUTLET DOWN -TEE, OUTLET UP D D —� -45° PIPE RISE (R) / DROP (D) PIPE ANCHORS -CONCENTRIC REDUCER > 11 -ECCENTRIC REDUCER HVAC SYMBOL LEGEND SYMBOL DESCRIPTION -FIRE DAMPER 1 (WITH ACCESS PANEL) -FIRE & SMOKE DAMPER (WITH ACCESS PANEL) -EXISTING FIRE DAMPER TO REMAIN -EXISTING FIRE & SMOKE DAMPER TO REMAIN SA 1 -SOUND ATTENUATOR -MOTOR OPERATED CONTROL DAMPER (MOD) M F -AIR FLOW MEASURING STATION -MANUAL BALANCING DAMPER -DOOR GRILLE -UNDERCUT DOOR ® -ACCESS DOORS, VERTICAL OR HORIZONTAL -STAINLESS STEEL DUCTWORK -FLEXIBLE CONNECTION 12x8 e -FLAT OVAL DUCT 24x12 -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN 2412 -EXISTING DUCTWORK TO REMAIN 2412 -EXISTING DUCTWORK TO BE REMOVED 2412 -DUCT ELBOW, POSITIVE PRESSURE (SUPPLY), FIRST DOWN UP W/IN FLOOR DIMENSION INDICATES SIDE TO WHICH ARROW IS POINTING -DUCT ELBOW, EXHAUST -DUCT ELBOW, NEGATIVE PRESSURE, RETURN -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE B-RECTANGULAR DUCT SECTION UP, POSITIVE PRESSURE, SUPPLY OR OUTSIDE AIR -RECTANGULAR DUCT SECTION UP, NEGATIVE PRESSURE, RETURN -RECTANGULAR DUCT SECTION UP, EXHAUST O-ROUND DUCT SECTION UP O-FLAT OVAL DUCT SECTION UP HVAC PIPING SYMBOL LEGEND -FLOW DIRECTION -GATE VALVE -BALL VALVE -CALIBRATING BALANCING VALVE -BUTTERFLY VALVE -GAS COCK -UNION -STRAINER -CONTROL VALVE -SOLENOID VALVE -PSI REG. -CHECK VALVE -FLOW SWITCH -SLOPE DIRECTION (DOWN) -FLEX CONNECTION -O.S.&Y. GATE VALVE -STEAM TRAP -THREE-WAY CONTROL VALVE -THERMOMETER NOTE; SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT HVAC ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME WITH ELECTRIC HEAT AFD -ADJUSTABLE FREQUENCY DRIVE LID -LINEAR DIFFUSER -TERMINAL UNIT, VARIABLE/CONSTANT AIR AFF -ABOVE FINISHED FLOOR MBH -THOUSAND BTUs PER HOUR VOLUME WITH ELECTRIC HEAT AFR -ABOVE FINISHED ROOF MCA -MINIMUM CIRCUIT AMPS AHU -AIR HANDLING UNIT MOCP -MAXIMUM OVER CURRENT PROTECTION AP -ACCESS PANEL MOD -MOTOR OPERATED CONTROL DAMPER (MOD) BOP -BOTTOM OF PIPE NC -NORMALLY CLOSED -TERMINAL UNIT, VARIABLEICONSTANTAlR -BRAKE HORSEPOWER VOLUME, FAN POWERED BHP NO -NORMALLY OPEN BTU-BRITISH THERMAL UNIT NTS -NOT TO SCALE h -CENTER LINE OA -OUTSIDE AIR TERMINAL UNIT, VARIABLE/CONSTANT AIR -CFM (CUBIC FEET PER MINUTE) OAL -OUTSIDE AIR LOUVER VOLUME, FAN POWERED, WITH ELECTRIC CD -CEILING DIFFUSER PRV -PRESSURE REDUCING VALVE HEAT CT -COOLING TOWER PRS -PRESSURE REDUCING STATION -ELECTRIC DUCT HEATER -CONSTANT AIR VOLUME (W/ PANEL CLEARANCE) CV PSI -POUNDS PER SQUARE INCH z�' -CHANGE IN PRESSURE PSIG -PSI GAUGE 9 -CHANGE IN TEMPERATURE PTAC -PACKAGED TERMINAL AIR CONDITIONER CFM -CUBIC FEET PER MINUTE PVC -POLYVINYL CHLORIDE PIPE -HYDRONIC REHEAT COIL CU -CONDENSING UNIT RA -RETURN AIR DDC -DIRECT DIGITAL CONTROLS RHC -REHEAT COIL DN -DOWN RHP -ROOFTOP HEAT PUMP ❑ -INLINE CENTRIFUGAL FAN EAT -ENTERING AIR TEMPERATURE RPM -REVOLUTIONS PER MINUTE ESP -EXTERNAL STATIC PRESSURE RS/L -REFRIGERANT SUCTION & LIQUID LINES 0® -PACKAGED TERMINAL AIR CONDITIONER EWT -ENTERING WATER TEMPERATURE RTU -ROOFTOP AIR HANDLING UNIT (PTAC) FCU -FAN COIL UNIT SA -SUPPLY AIR UP DN FD -FIRE DAMPER SP -STATIC PRESSURE - - -CHANGE OF ELEVATION FF -FINAL FILTERS TSP -TOTAL STATIC PRESSURE FLA -FULL LOAD AMPS UNO -UNLESS NOTED OTHERWISE I I -FLEXIBLE DUCT FPM -FEET PER MINUTE V/PH -VOLTS/PHASE GPM -GALLONS PER MINUTE VAV -VARIABLE AIR VOLUME -TRANSITION, CONCENTRIC KW -KILOWATT VFD -VARIABLE FREQUENCY DRIVE LAT -LEAVING AIR TEMPERATURE -TRANSITION, ECCENTRIC LWT -LEAVING WATER TEMPERATURE 10x8-8PS -TRANSITION, SQUARE TO ROUND -SQUARE THROAT TEE CODES & STANDARDS FLORIDA BUILDING CODE - MECHANICAL 2017 EDITION 12x8 -RADIUS TEE FLORIDA BUILDING CODE - PLUMBING 2017 EDITION FLORIDA BUILDING CODE - CHAPTER 13 FLORIDA ENERGY EFFICIENCY 2017 EDITION ASHRAE 90.1-2017 NFPA-1, UNIFORM FIRE CODE, 2015 EDITION NFPA-17A, STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS -RECTANGLE-TO-ROUND TAKE -OFF NFPA-13, STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION NFPA-25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FP SYSTEMS, 2014 EDISITON NFPA-70, NATIONAL ELECTRICAL CODE, 2014 EDITION -STANDARD BRANCH TAKE -OFF NFPA-72, NATIONAL FIRE ALARM CODE, 2013 EDITION NFPA-90A, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, 2015 EDITION NFPA-90B, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS, 2015 -SPIN-IN TAKE -OFF EDITION NFPA-99, STANDARD FOR HEALTH CARE FACILITIES, 2015 EDITION NFPA-101, FLORIDA SPECIFIC EDITION LIFE SAFETY CODE, 2015 EDITION RULE CHAPTER 69A-60 FAC, FLORIDA FIRE PREVENTION CODE, 2017 EDITION SMACNA, HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE DUCT HVAC EQUIPMENT TAGS SYMBOL DESCRIPTION TAG EQUIP. �� - P-TRAP A 200 -AIR DISTRIBUTION DEVICE CFM -TWO-WAY CHECK VALVE MV AHU NUMBER -MANUAL VENT AHU-1 -AIR HANDLING UNIT -PRESSURE GAUGE -RELIEF VALVE AHU NUMBER i—COILNUMBER rir FLOW METER RHC-1-1 REHEAT COIL -WATER METER -INLINE PUMP VARIABLE/CONSTANT AIR VOLUME TERMINAL UNITS TERMINAL UNIT TYPE AHU NUMBER c -INLINE PUMP VTU - VARIABLE TERMINAL UNIT CTU - CONSTANT TERMINAL UNIT TERMINAL NUMBER -VALVE ON RISER PTU - PARALLEL TERMINAL UNIT -CAP STU - SERIES TERMINAL UNIT VTU 1 1 7 -CONNECTION, BOTTOM -CONNECTION, TOP -COUPLING -ELBOW, 900 -ELBOW, 450 c -ELBOW, TURNED DOWN c- -ELBOW, TURNED UP HVAC GENERAL NOTES 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 2. DIMENSIONS SHALL BE FIELD -VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST. FOR PROJECTS INVOLVING RENOVATION, COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. 3. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. 4. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. 5. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. 6. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. 7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 8. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 56" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. 9. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 11. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT BLACK. 12. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 13. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 14. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR MAINTENANCE OF ALL MECHANICAL EQUIPMENT. 15. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 16. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR -MOUNTED EQUIPMENT. REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. 17. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. 18, PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR HANDLING UNITS, AND FAN COIL UNITS. 19. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 20. INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED FOR TIMES OTHER THAN NORMAL OPERATING HOURS (SUCH AS NIGHTS AND WEEKENDS). SUCH INTERRUPTIONS TO SERVICES SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND PROPER COORDINATION WITH OTHER TRADES. PRE -WORK SHALL BE PERFORMED TO MAKE THE SHUTDOWN PERIOD AS BRIEF AS POSSIBLE. 21. ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR DISPOSED OF LEGALLY, AS DIRECTED BY OWNER. 22. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 23. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 26 CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. 24. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK. 25. WATER PRESSURE DROPS THROUGH COIL CONTROL VALVES SHALL NOT EXCEED 5 PSI, 26. UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED FULL SIZE TO THE NEAREST PLUMBING DRAIN. 27. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN CHILLED WATER AND HOT WATER PIPING. 28. PIPING, DUCTWORK, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, OR MOTOR CONTROL CENTERS SHALL NOT BE INSTALLED WITHIN THE REQUIRED SPACE FOR WORKING CLEARANCES OR DEDICATED SPACES OF THE ELECTRICAL EQUIPMENT, EXTENDING IN FRONT OF AND FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC-110.26. MECHANICAL DRAWING INDEX SHEET DESCRIPTION ISSUED M001 GENERAL INFORMATION - HVAC Yes MD101 LEVEL 1 DEMOLITION PLAN - PHASE 1 - DUCTWORK Yes MD102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - DUCTWORK Yes M101 LEVEL 1 RENOVATION PLAN - PHASE 1 - DUCTWORK Yes M102 LEVEL 1 RENOVATION PLAN - PHASE 2 - DUCTWORK Yes M201 LEVEL 1 RENOVATION PLAN - PHASE 1 & 2 - PIPING Yes M221 MECHANICAL ROOF PLAN Yes M301 MECHANICAL SCHEDULE Yes M401 MECHANICAL DETAILS Yes M402 MECHANICAL DETAILS Yes M501 I MECHANICAL CONTROLS Yes DUCT PRESSURE CLASS &LEAK TESTING REQUIREMENTS STATIC -PRESSURE CLASSES: A. SUPPLE DUCTS (UPSTREAM FROM AIR TERMINAL UNITS): 4 INCH WG. B. SUPPLY DUCTS (DOWNSTREAM FROM AIR TERMINAL UNITS): 1 INCH WG. C. RETURN DUCTS (NEGATIVE PRESSURE): 3 INCH WG. D. EXHAUST DUCTS (NEGATIVE PRESSURE): 21NCH WG. LEAKAGE CLASS: DUCT LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL AND IN ACCORDANCE WITH THE APPLICABLE ENERGY CODE. IN ADDITION TO REQUIREMENTS FROM THE ENERGY CODE,100% OF DUCTWORK MAINS SERVING CRITICAL SPACES INCLUDING PHARMACIES AND OPERATING ROOMS SHALL BE TESTED. SUBMIT TESTING DATA TO ENGINEER FOR REVIEW/APPROVAL. A. ROUND SUPPLY AIR DUCT: 3CFM/100 SQ. FT. AT 4 INCH WG. B. FLAT -OVAL SUPPLY AIR DUCT: 3 CFM/100 SQ. FT. AT 4 INCH WG. C. RECTANGULAR SUPPLY AIR DUCT: 6 CFM/100 SQ. FT. AT 3 INCH WG. D. FLEXABLE SUPPLY AIR DUCT: 6 CFM/100 SQ. FT. AT 1 INCH WG. 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLC ENGI_NEERI_N_G S O L U T I G N S® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 4:1 Q`� •' G•E.N 8 *-. tR � No 71576 r A D�• QTA.Qjgjoly 91 �Q Trol dowment has Olen etectroncOy swed and sea w by The M&Vk ual v nameda dated Diptai Y .` uwV . Sor=re vnnted oopes of tM . `G0.03.25 C)♦ O docunent are not conadered s9ned % r�la x! "s�7 w+d somi. and me epnahxo must betJt�kC wnt,od on any eactrorK ccoes :54-04'00' r N w G O t� F— Z w J U zU REVISIONS NO, DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION - HVAC SHEET ID: M001 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. I'% u 4 5 E 3 2 5 C u 0 r c-> m 0 N O N N M —_ , lil/ll6t doll lil �_ r�-ter - t,_..,-���,�.�,,,.�.,5_,�•...,�a_�,..,..�..�._H,.�., -- - -° -- __---- IFI 1 I\ >. �= 1 _ i p 2 LEVEL 1 DEMOLITION - PHASE 1 - DUCTWORK \\� SCALE: 1 /8" = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. Ii:,,�dliyllb 91 CID N 8x4 8x4 ? �I 4 3 x o n I 1 ;Nos X 8X4- Ll I 5 N 28x9 b l 1 co 1 1X cDfi 7 1 -0: t i -- ll` ,O r_ --_.EA 979_� �! 1 II i �I' — _- --• -- LJ 10x5.. 6 118x4 10x5 ' , 8x4. _ - 1 1 I l l i l l l ®I ®(®Y l ae., ` iillaF:- :,rdo 4 3 _ i s -r -i 1 1' 1! 11 li 1� 1 1! l 1� 1 I EXISTING CONDENSERS TO j BE REMOVED IN PHASE 2 --% i I PREPARE EXISTING ­ OUTDOOR AIR DUCT FOR NEW CONNECTION r—rt--- 1 --- --� -- --- - -- 1 1 'I L_ I _C: ■1 Irr- rr7 OWN ■r-r OWN- -r Was -■rr:°.rar GENERAL HVAC DEMOLITION NOTES: 1. THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK. ETC., LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. BEGINNING OF DEMOLITION SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 2. CONTRACTOR SHALL PERFORM A PRE -BID SURVEY TO FIELD -VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCUREMENT OR FABRICATION. FIELD CONDITIONS SHALL GOVERN. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. COST OF REROUTING DUCTWORK OR PIPING DUE TO CONFLICTS WITH EXISTING CONDITIONS SHALL BE PAID BY CONTRACTOR. 3. 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 DEMOLITION OF THE EXISTING DUCTWORK. 4. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. COORDINATE SERVICE INTERRUPTIONS WITH OWNER AT LEAST TWO WEEKS IN ADVANCE. 5. ALL EQUIPMENT REMOVED UNDER THIS PROJECT SHALL BE DOUBLE -BAGGED AND DISPOSED OF UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING CONTROLS WHERE NECESSARY. REMOVED CONTROLS SHALL BE RETURNED TO OWNER. 7. PROPERLY REMOVE AND DISPOSE OF ALL EXISTING TO -BE -REMOVED HVAC DUCTWORK, PIPING AND AIR DISTRIBUTION DEVICES. CONSULT WITH OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO DISPOSAL OF REMOVED MATERIAL. 8. PATCH HOLES LEFT IN WALLS AND FLOOR AFTER REMOVAL OF EXISTING DUCTWORK, CONDUIT, ETC., TO MATCH NEW EXISTING CONSTRUCTION AND FIRE RATING. THIS INCLUDES ANY EXISTING OPENINGS IN RATED WALLS OR FLOORS. 9. PROVIDE PRE -CONSTRUCTION TEST & BALANCE FOR SUPPLY, RETURN AND EXHAUST OF EXISTING MECHANICAL EQUIPMENT SERVING PROJECT AREA. INCLUDE FLOW AND STATIC PRESSURE IN MAIN DUCTS, FAN STATIC PRESSURE, MOTOR HP AND FLA, PRESSURE DROP ACROSS COILS AND FILTERS, AND CHILLED WATER FLOW. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE AIR HANDLER AND DUCTWORK SERVING THE AREA PRIOR TO FINAL TEST AND BALANCE. CLEANING OF THE AIR HANDLER AND DUCTWORK SHALL CONSIST OF REPLACING THE FILTERS. 11. ALL EXISTING AIR DISTRIBUTION DEVICES LOCATED WITHIN PROJECT AREA SHALL BE FITTED WITH TEMPORARY CONSTRUCTION FILTERS THROUGHOUT PROJECT DURATION TO HELP PREVENT ACCUMULATION OF DUST'N DEVICES AND DUCTWORK. 12. CAP ALL DEMOLISHED BRANCH DUCT AT DUCT MAIN, CAP AND SEAL OPENINGS DURING ENTIRE RENOVATION OF THE HVAC DUCTWORK 13. ALL EXISTING AND/OR NEW WALL. CEILING AND FLOOR PENETRATIONS TO THE SPACE SHALL BE CAULKED AND SEALED AIR TIGHT AND VAPOR TIGHT AFTER DEMOLITION AND PRIOR TO NEW CONSTRUCTION BY AN APPROVED CONTRACTOR. 14. ALL NEW AND EXISTING HEATING HOT WATER PIPING TO THE SPACE SHALL BE INSULATED WITH NEW APPROVED INSULATION, MINIMUM 1" THICK. 15. MINIMUM DUCT SIZE IS 10" X 6" EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. 0 DEMO HVAC KEY NOTES: 0 PROVIDE A TEMPORARY HEPA FILTERED NEGATIVE AIR FAN FOR CONSTRUCTION AREA, MAINTAIN A MINIMUM 0.03" NEGATIVE PRESSURE IN THIS AREA RELATIVE TO THE ADJACENT SPACES. PROVIDE VISUAL DISPLAY OF AIRFLOW DIRECTION. PROVIDE ADDITIONAL NEGATIVE AIR MACHINES AS REQUIRED TO ACHIEVE MINIMUM NEGATIVE PRESSURE. PROVIDE TEMPORARY DUST BARRIER PARTITIONS. ALL EXISTING RETURN REGISTERS AND OPENINGS LOCATED WITHIN THE RENOVATION AREA SHALL BE SHUT AND TAPED CLOSED, ISOLATING THE RENOVATION AREA FROM THE AIR HANDLER SYSTEM. ALL EXISTING EXHAUST REGISTERS LOCATED WITHIN THE RENOVATION AREA SHALL BE PROVIDED WITH TEMPORARY CONSTRUCTION FILTERS. ROUTE TEMPORARY 120 FLEXIBLE DUCT FROM DISCHARGE OF HEPA UNIT TO OUTSIDE OF DEMOLITION BOUNDARY. PROVIDE 2 SETS OF HEPA FILTERS - ONE HEPA FILTER AT NEGATIVE AIR FAN, AND ONE HEPA FILTER AT DISCHARGE INTO CLEAN CORRIDOR. O PROVIDE AN INCLINED MANOMETER, DIFFERENTIAL PRESSURE TYPE, WITH WHITE FACE GAUGE AND BLACK LETTERS WITH MAXIMUM PRESSURE RANGE OF 0.1" W.G. THIS SHALL BE USED BY THE CONTRACTOR TO RECORD, ON A DAILY BASIS, THE NEGATIVE PRESSURE IN THE RENOVATION AREA RELATIVE TO THE ADJACENT SPACES. O3 PROVIDE TEMPORARY CONSTRUCTION BARRIER AS SHOWN IN ARCHITECTURAL DRAWINGS. ® PROVIDE PORTABLE DUST ENCLOSURE, O5 DEMOLISH DUCTWORK AND ALL ASOCIATED AIR TERMINALS TO POINT INDICATED. CAP AND SEAL AIRTIGHT WHERE NECESSARY. © DEMOLISH EXISTING EXHAUST DUCT AND EXHAUST FAN ON ROOF. CAP ROOF OPENING WEATHER TIGHT AND PREPARE FOR NEW FAN 07 REMOVE EXISTING OVEN HOOD, DUCTWORK, EXHAUST FAN AND ASSOCIATED EQUIPMENT. PATCH AND REPAIR EXISTING WALL AND FINISH AS NECCESSARY, a' r 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 ` IB26000956 5620' LCC000210 ` GB238 TLC ENGINEERING SULUI l U fv S0 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 LEE 'JO `,�.�` No 71576 - M o : ulgltany slWva C" T TbyWaron� , cc CD It d'3.25 M N no-_10 nn'nn1 W 0 O U H Z W_ J U Q U 2 Q REVISIONS NO. DESCRIPTION DATE r -- DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 1 - DUCTWORK SHEET ID: MD1 01 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 f61 1 2 3 4 5 0 C 0 A 0 0 O N O N Lo N III r x II - raw — REMOVE TEMPORARY UNIT AND I I x t 1 1 h DUCTWORK UP TO POINT INDICATED 1 OR I I(D) AHU-31 - I- �i I I I I/ I /♦ I I I I/ I II I/ \\I I I -- - I---- - �L-------J i c_J II 1 �__ D i L. AHU-3A P 2 — i? 4 3 1 y —, y- - 6 L` -�-- 1,,11 I F-----+-------- 1 I----------- I i rF ----i -----iJ--- --- x I y--- -- � 1 - I I I 1-----�---- T�=�- 1 1 I I 1 L=45s1 Lsss1 i i 1•issl hsa•i r 1 I I I I 1 ! I I 8 T-- 11N' Tr-f I`y 11 ��� �I II BL J ' ly �� I I i Y From I F-iT Ei �---) I I I_ r--1 4 3 -11 �D+g l' � I I Y —► I I I I - I T T �i i 4 L x. R{ LEVEL 1 DEMOLITION - PHASE 2 - DUCTWORK 1 �FE � I I /♦ I _-i �i�l I I I--4 I I I I ----� IiC 11 IE �i------' -------------- I 0� 1 _l 1 —- L! T - , 1 , � �` {= - I F -----i Fl i 1 SEEN A IL - �IiI ti V go ID I01' GENERAL HVAC DEMOLITION NOTES: 1. THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA, EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC., LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. BEGINNING OF DEMOLITION SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS, THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 2. CONTRACTOR SHALL PERFORM A PRE -BID SURVEY TO FIELD -VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCUREMENT OR FABRICATION. FIELD CONDITIONS SHALL GOVERN. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING.. AND ELECTRICAL CONDUIT. COST OF REROUTING DUCTWORK OR PIPING DUE TO CONFLICTS WITH EXISTING CONDITIONS SHALL BE PAID BY CONTRACTOR. 3. 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 DEMOLITION OF THE EXISTING DUCTWORK. 4. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. COORDINATE SERVICE INTERRUPTIONS WITH OWNER AT LEAST TWO WEEKS IN ADVANCE. 5. ALL EQUIPMENT REMOVED UNDER THIS PROJECT SHALL BE DOUBLE -BAGGED AND DISPOSED OF UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING CONTROLS WHERE NECESSARY. REMOVED CONTROLS SHALL BE RETURNED TO OWNER, 7. PROPERLY REMOVE AND DISPOSE OF ALL EXISTING TO -BE -REMOVED HVAC DUCTWORK, PIPING AND AIR DISTRIBUTION DEVICES. CONSULT WITH OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO DISPOSAL OF REMOVED MATERIAL. 8. PATCH HOLES LEFT IN WALLS AND FLOOR AFTER REMOVAL OF EXISTING DUCTWORK, CONDUIT, ETC., TO MATCH NEW EXISTING CONSTRUCTION AND FIRE RATING. THIS INCLUDES ANY EXISTING OPENINGS IN RATED WALLS OR FLOORS. 9. PROVIDE PRE -CONSTRUCTION TEST & BALANCE FOR SUPPLY, RETURN AND EXHAUST OF EXISTING MECHANICAL EQUIPMENT SERVING PROJECT AREA. INCLUDE FLOW AND STATIC PRESSURE IN MAIN DUCTS. FAN STATIC PRESSURE, MOTOR HP AND FLA, PRESSURE DROP ACROSS COILS AND FILTERS, AND CHILLED WATER FLOW. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE AIR HANDLER AND DUCTWORK SERVING THE AREA PRIOR TO FINAL TEST AND BALANCE, CLEANING OF THE AIR HANDLER AND DUCTWORK SHALL CONSIST OF REPLACING THE FILTERS. 11. ALL EXISTING AIR DISTRIBUTION DEVICES LOCATED WITHIN PROJECT AREA SHALL BE FITTED WITH TEMPORARY CONSTRUCTION FILTERS THROUGHOUT PROJECT DURATION TO HELP PREVENT ACCUMULATION OF DUST IN DEVICES AND DUCTWORK. 12, CAP ALL DEMOLISHED BRANCH DUCT AT DUCT MAIN. CAP AND SEAL OPENINGS DURING ENTIRE RENOVATION OF THE HVAC DUCTWORK. 13. ALL EXISTING AND/OR NEW WALL; CEILING AND FLOOR PENETRATIONS TO THE SPACE SHALL BE CAULKED AND SEALED AIR TIGHT AND VAPOR TIGHT AFTER DEMOLITION AND PRIOR TO NEW CONSTRUCTION BY AN APPROVED CONTRACTOR. 14. ALL NEW AND EXISTING HEATING HOT WATER PIPING TO THE SPACE SHALL BE INSULATED WITH NEW APPROVED INSULATION, MINIMUM 1" THICK. 15. MINIMUM DUCT SIZE IS 10" X 6" EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. 0 HVAC DEMO KEY NOTES: 10 PROVIDE A TEMPORARY HEPA FILTERED NEGATIVE AIR FAN FOR CONSTRUCTION AREA. MAINTAIN A MINIMUM 0.03" NEGATIVE PRESSURE IN THIS AREA RELATIVE TO THE ADJACENT SPACES. PROVIDE VISUAL DISPLAY OF AIRFLOW DIRECTION. PROVIDE ADDITIONAL NEGATIVE AIR MACHINES AS REQUIRED TO ACHIEVE MINIMUM NEGATIVE PRESSURE. PROVIDE TEMPORARY DUST BARRIER PARTITIONS. ALL EXISTING RETURN REGISTERS AND OPENINGS LOCATED WITHIN THE RENOVATION AREA SHALL BE SHUT AND TAPED CLOSED, ISOLATING THE RENOVATION AREA FROM THE AIR HANDLER SYSTEM. ALL EXISTING EXHAUST REGISTERS LOCATED WITHIN THE RENOVATION AREA SHALL BE PROVIDED WITH TEMPORARY CONSTRUCTION FILTERS. ROUTE TEMPORARY 120 FLEXIBLE DUCT FROM DISCHARGE OF HEPA UNIT TO OUTSIDE OF DEMOLITION BOUNDARY. PROVIDE 2 SETS OF HEPA FILTERS - ONE HEPA FILTER AT NEGATIVE AIR FAN, AND ONE HEPA FILTER AT DISCHARGE INTO CLEAN CORRIDOR. O PROVIDE AN INCLINED MANOMETER, DIFFERENTIAL PRESSURE TYPE, WITH WHITE FACE GAUGE AND BLACK LETTERS WITH MAXIMUM PRESSURE RANGE OF 0.1" W.G. THIS SHALL BE USED BY THE CONTRACTOR TO RECORD. ON A DAILY BASIS, THE NEGATIVE PRESSURE IN THE RENOVATION AREA RELATIVE TO THE ADJACENT SPACES. O PROVIDE TEMPORARY CONSTRUCTION BARRIER AS SHOWN IN ARCHITECTURAL DRAWINGS. 0 PROVIDE PORTABLE DUST ENCLOSURE. O DEMOLISH EXISTING AHU AND ASSOCIATED CHWS & CHWR, HHWS & HHWR PIPING, CONDENSATE DRAIN PIPING, ELECTRICAL CONDUCTOR, CONDUIT AND DISCONNECT/STARTER. DEMOLISH EXSITING OUTSIDE AIR AND SUPPLY DUCTING. (D DEMOLISH DUCTWORK AND ALL ASOCIATED AIR TERMINALS TO POINT INDICATED. CAP AND SEAL AIRTIGHT WHERE NECESSARY 0 DEMOLISH AND CAP EXISTING PIPING AT POINT INDICATED. ® DEMOLISH EXISTING EXHAUST DUCT AND EXHAUST FAN ON ROOF. PREPARE FOR NEW FAN O9 REPLACE STEAM PIPING WITH NEW, SEE PIPING PLAN FOR NEW CONNECTION AND SIZE. All 1715 N. Westshore Blvd., Suite 600 Tampa., Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AA0001886"IB26000956 5620 ` LCC000210' GB238 TLC ENGINEERING 5C) LU 1 1 U__ N S 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 E ♦♦`��� _E Q •. i No 71576 ' O STATE OF ' 44/ Digit�(lY•.� d o 111�♦ M DaW..'2020.03.25 21:29:01-04100' o O U z w_ J U Q REVISIONS NO. DESCRIPTION DATE _ DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: _ LLP PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 2 - DUCTWORK SHEET ID: MD102 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. SCALE: 1 /8" = l'-0" E .17 4 61 1 2 3 4 5 C 0 A a r` N lfi 0 N 0 N ll) N co TEMPORARY PACKAGED UNIT TO HAVE MINIMUM CAPACITY OF 3,200 CFM SUPPLY. 100% OUTDOOR AIR. AIRCOOLED PACKAGED WITH INTEGRAL ELECTRIC HEAT OF NEW ENCLOSURE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION TEMPORARY DUCT' TO (E)AHU-4 - _- E 75 CEO - o � E 75 S 425 N U t. r N 4 _ ' 75 CFM D I O 28x9 N j-mil � o"i- _ I II i S 625 NO COOKING I EQUIPMENT WILL 111k) REMAIN IN THIS EF1-1 AREA. FOR PREP USAGE ONLY - FREEZER X ! x a 10x5 `D n - - - 8x4 II ff DRY STR ;- - S 200 10x5 'I OPEN AIR BREEZEWAY li STAIR " - ---- --- --- tied R 150 � OFFICE S 1501 f J FLL 4 -----� ELECTRICAL - O GE 12x12 -- _-- EXISTING AHU-3 TO BE • #� !A p_ I�� REMOVED IN PHASE 2 � n (El 50 EXISTING FIRESPR`T-1 MECHANICAL TOREMAIN NKLER RISER EXISTING - A 150 /26x14 i CONDENSERS TO BE/ - REMOVED IN PHASE 2 - L-� , it i\ it e I II I\/I M CH - I/I 111 I / I I /\ I _-- _-_ -- 24x16 EXISTING AHU-3A TO BE - -- M j � li REMOVED IN PHASE 2 v r �--- -,� - _. A 250 11x6 REF 1 FREEZE I 1 _ S 400 O2 S �00 I( 54x18 1 I 0 I 42x18 �xl'I 28x14 i :L�L_ �111 L:J 1:1 �� -� , , = j - O�, I 1 _ 1 t-P4 N24 .x12x12 316S 00 5 , _200 CFM8x8 --_-�:::1PI S 300UP TOEXISTING RTU 1 O n ! O TYP 44x16 S 300 R1550 R1550 e S 300 0 er 16x10 28x10 U STAINLESS STEEL DUCT TO SLOPE BACK TO HOOD e 1412 rni 500 CFM id �I I c,i;/ `.I 18x8 _ DIS ASH --!il ROO 0-C _ f I EVS 1 1 CORRIDOR LEVEL 1 RENOVATION - PHASE 1 - DUCTWORK SCALE- 1 /8" = 1'-0" E - -t SUPERV'SO l ` OFFICE TOILET OILET WOMEN R.R. r-1-- 1 i X 415 T III 11I Go L 20x8 1 F��T . 1 y 1 _ 1 I Ii II ACE \_ OFFICE ED 1 I� I Li MEN R.R. A IOFFICE O HVAC KEY NOTES. O 22"x20" ZERO CLEARANCE FACTORY ASSEMPLED GREASE DUCT WITH 2 LAYERS OF 2 HOUR FIRE WRAP UP TO EF2-2 ON 3RD LEVEL ROOF. SEE ROOF PLAN FOR CONTINUATION. O REBALANCE EXISTING AIR DISTRIBUTION DEVICE. O PROVIDE NEW FIRE RATED DAMPER AT FIRE RATED WALL, FIELD VERIFY EXISTING DUCT ROUTING, SIZE, AND LOCATION PRIOR TO BID. O4 NEW KITCHEN HOOD BY OTHERS. BALANCE EXHAUST OUTLET TO 3,165 CFM, OFFSET EXISTING DUCTWORK. CONDUITS, PIPING, LIGHTS ETC. TO ACCOMODATE ROUTING OF NEW DUCTWORK. © 10"x10" ZERO CLEARANCE FACTORY ASSEMPLED GREASE DUCT WITH 2 LAYERS OF 2 HOUR FIRE WRAP UP TO EF2-2 ON 3RD LEVEL ROOF. SEE ROOF PLAN FOR CONTINUATION. O PROPOSED HOOD PULL STATION LOCATION. SEE HOOD MANUFACTURER DRAWINGS FOR ADDITIONAL INFORMATION. PULL STATION LOCATION SHALL COMPLY WITH REQUIREMENTS FROM NFPA 17A. (E)AHU-4 REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD 1,737 1,160 577 NEW 1.400 750 650 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. RTU-1 REBALANCE SCHEDULE _F SUPPLY RETURN OUTSIDE AIR OLD 6,155 5.155 1,000 NEW 4,300 3.100 1,200 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE, 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3, PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. (E)AHU-3A REBALANCE EF REBALANCE SCHEDULE SCHEDULE SUPPLY RETURN OUTSIDE AIR MARK OLD NEW OLD 2,989 1,726 1,263 NEW 2,410 1,200 1,210 (E)EF-41 2,030 2,130 NOTES: NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. NECESSARY TO COMPLETE AIR BALANCE. 2. PROVIDE FULL PRE -DEMO AND FINAL REPORT 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. VENTILATION TABLE- PHASE 1 ROOM SUPPLY RETURN EXHAUST CEILING REQUIRED AREA HEIGHT OA AC/HR DESIGN REQUIRED OA ACIHR ACIHR DESIGN ACIHR SEVERY 2975 0 3665 585 8.5 2.0 8.0 10.0 44.2 DIETICIAN 150 150 0 235 8.0 N/A 0.0 0.0 4.23 OFFICE 150 150 0 140 8.0 N/A 0.0 0.0 7.14 DRY STORAGE 500 200 100 360 8.0 N/A 4.5 0.0 9.26 ELEC 300 300 0 60 15.0 N/A 0.0 0.0 33.3 TEMP STORAGE 200 200 0 355 15.0 N/A 0.0 0.0 3.76 TEMP. POT/DISH 425 0 500 156 8.5 0.0 0.0 10.0 22.4 TEMP. PREP 625 475 0 278 9.0 2.0 0.0 10.0 29.4 EXIST. LOCKER 75 0 0 40 8.5 N/A 0.0 0.0 12.5 DRY STORAGE 200 200 0 175 9.0 0.0 0.0 0.0 5.0 OFFICE 75 75 0 70 8.5 0.0 0.0 0.0 10.0 NOTE: 1.) THE REQUIRED OUTDOOR AIR AND AIR CHANGES ARE PER HEALTH CARE GUIDELINES AND ASHRAE 170 2.) AIR CHANGES PER HOUR = CFM'601AREA"HEIGHT - i 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 ' LCC000210 " GB238 TLC ENGINEERING S(DLUTIGNS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions. Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 �.�`%Jttjjll \_E E 'UO Qz••C•E•NScc•••`. • No 71576 c"M Digitally sief T is oo"nzt has been V*Cnn"l Y yoned and sealed by tha mbv+dua+ � named usnq a Gated D91W Siw"re Prmteo copes of taus p donanent not I Ahmi S Ei C are considered s" `�CD and s®abd and the &Vahse must •f ��.03.25 r- YN�'�M '.In ,any R3pC,!�OnrC COft�PS IiJill# -04'00' 9r M N w 0 O U F- Z w J a REVISIONS DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 - DUCTWORK SHEET ID: PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 expressed written consent of this corporation is prohibited. All rights reserved. 9 4 5 L 1 2 3 W 5 D C 0 A a 0 th N 0 N O N M N M FLOOR GRADE Cl; nr)r'Irr) 1KIT A I/ r- L OA INTAKE DUCT ELEVATION SCALE: 1/4" = l'-0" 3' 0" CONDENSING UNITS BY OTHER. EXISTING PROVIDE EQUIPMENT SUPPORTS. TRANSFORMERS CU SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION !o M OUTDOOR AIR DLUI INTAKE ON THIS SIDE 5 PROVIDE OA INTAKE 78"x48" M 02 BOX AND TAP OFF WITH A 54"x24". SEE ELEVATION ON / THIS SHEET FOR MORE 4' 2 7/16" INFORMATION ' I 3'-0" NEW 8" CONCRETE PAD ABOVE GRADE ACCESS DOORS ON THIS SIDE I O FL_li 1NG RTU i X "Y' X \ i \ , X OCONNECT TO EXISTING 12"x 12" -WALL OPENING OUTDOOR AIR DUCT_- -.. RHC-5 -1 RHC- 24x56 1C 500 1 C 500 I I 0 X o VFD RHC-4 II 1� RHC-3 i 1 d 1 1 16x4 DUCT 1 DOWN 325 - �✓ �� l 1 10e E 300 y� l 200 CFM LOADING END I AND 400 CFM EXHAUST ON UNLOADING END MW_: LEVEL 1 RENOVATION - PHASE 2 - DUCTWORK 1 SCALE: 1/8" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 expressed written consent of this corporation is prohibited. All rights reserved. CONSTRUCTION ZONE/%: u S 300 R 300 12x12 18x 10 ��- -®.. �2 D 400 I� 1 C 400 e �i 400 E 550 20x8 I 26x14 i I 1 r - - - 24x16 - X 1 j 250 1 1 i 1 1 _ 1 1 4 , 1 1 j R 200 I 1 1 E 100 `v E 550 i 6 _ 1 22x 13 a �� J� 1 T E 350 (E)EF-41 I 1 :100 �, 1 X D 1 300 �- I 150 CFM \LL B 150 U 0 0 N R 150- 0 4 GENERAL NOTES. 1. ALL REHEAT COILS SHALL BE ACCESSIBLE THROUGH LAY -IN CEILING. WHERE CEILINGS ARE NOT ACCESIBLE AN ACCESS DOOR SHALL BE PROVIDED. 2. PROVIDE ZERO CLEARANCE ASTM E-2336 LISTED FACTORY BUILT 20 GAGE GALVANIZED SHEET STEEL GREASE DUCT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE LISTING REQUIREMENTS FOR ALL KITCHEN HOOD EXHAUST DUCTWORK. PROVIDE FLAMEBAR BW11/UNIFRAX FYREWRAP WITH 2 HR FIRE RATING (OR APPROVED EQUIVALENT). 3. ALL GREASE DUCTS SHALL SLOPE 1/4" FOR 1' LENGTH TOWARD HOOD OR GREASE DUCT CLEANOUT. HORIZONTAL DUCT RUNS THAT ARE GREATER THAN 75', SHALL BE SLOPED AT 1" PER 1' LENGTH TOWARD HOOD OR GREASE DUCT CLEANOUT. 4. COORDINATE ALL AHU AND EXHAUST FAN SHUT DOWNS WITH OWNER, PROVIDE MINIMUM TWO WEEKS ADVANCE NOTICE FOR DOWNTIME. 5. TYPE II HOOD EXHAUST DUCTWORK AND DISHWASH AREA EXHAUST DUCTWORK SHALL BE WELDED STAINLESS STEEL. AHU-1 REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD 15,500 0 15,500 NEW 13,125 0 13,125 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. AHU -3A REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD 2,000 0 0 NEW 1,500 1,200 300 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL. PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. 0 HVAC KEY NOTES: 0 FABRICATED DUCTWORK MADE FROM STAINLESS STEEL CONFORMING TO ASTM A430, TYPE 304 WITH 2B FINISH, ALL WELDED CONSTRUCTION. PROVIDE VOLUME DAMPER ON EACH DROP, SEE DISHWASHER VENDOR CUTSHEETS FOR ADDITIONAL INFORMATION. SLOPE DUCT AT A MINIMUM OF 1/8 TOWARDS DISHWASHER UNIT. O2 34"x26" ZERO CLEARANCE FACTORY ASSEMPLED GREASE DUCT WITH 2 LAYERS OF 2 HOUR FIRE WRAP UP TO EF2-1 ON 3RD LEVEL ROOF, FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING CHASE. 0 NEW AHU-3A MOUNTED ON 4" CONCRETE PAD, FIELD COORDINATE NEW DUCTWORK WITH EXISTING FIRE SPRINKLER AND MECHANICAL PIPING. WHERE NECCESSARY REROUTE PIPING TO ACCOMUDATE NEW DUCTWORK. ® REBALANCE ALL AIR DISTRIBUTION DEVICES ASSOCIATED WITH REPLACEMENT UNIT. O5 REBALANCE EXISTING EXHAUST FAN. SEE REBALANCE SCHEDULE FOR MORE INFORMATION. © PROPOSED HOOD PULL STATION LOCATION. SEE HOOD MANUFACTURER DRAWINGS FOR ADDITIONAL INFORMATION, PULL STATION LOCATION SHALL COMPLY WITH REQUIREMENTS FROM NFPA 17A. EF REBALANCE SCHEDULE MARK OLD NE� (E)EF-41 2,150 1,850 NOTES,- 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 2. PROVIDE FULL PRE -DEMO AND FINAL REPORT VENTILATION TABLE- PHASE 2 ROOM SUPPLY RETURN EXHAUST CEILING AREA REQUIRED DESIGN- REQUIRED DESIGN HEIGHT OA AC/HR OA AC/HR AC/HR AC/HR KITCHEN 8800 0 9225 2600 9.0 2.0 5.0 10.0 22.4 SUPER. OFFICE 100 0 100 105 9.0 N/A 0.0 0.0 6.35 DISHWASH 1200 0 1500 740 8.0 0.0 0.0 10.0 15.7 NOTE: 1.) THE REQUIRED OUTDOOR AIR AND AIR CHANGES ARE PER HEALTH CARE GUIDELINES AND ASHRAE 170 2.) AIR CHANGES PER HOUR = CFM*601AREA*HEIGHT 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 &.TLC ENGINEERING S O L U 1 1 U N 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 1 LEE11Jpti'�,. Q,O . • c'E'NS No 71 576 ; r �?•• 5' f dyro�i STATgiltplly 4u ,,.„ a _ named upfm tico SgnW Prntatld4emaIr-. 1�narKrtl am rql Wmdare0 s"6"', o a aemd ana W.N ft cv^ ;wP AO`�3.25 21:25:22-04'00' o O U H Z w J U Q U a REVISIONS DATE ISSUED: 03/20/2020 REVIEWED BY: --_ ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 2 - DUCTWORK SHEET ID: M102 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 C 0 PROVIDE BALANCING VALVE FOR EACH COIL WALL OPENING 5 M102 IL r1-7 -� j / / h EF1-1 l� PHASE 1 CONSTRUCTION ZON COMPLETED/4/7-AV EXIST 4"CHWR EXIST8"CHWS _ —EXIST 8"CHWS'7� ' EXIST 2"HHWS •, / / FfEXIST 2"HHWR / EXIST 8"CHWS EXIST 8"CHWR AHU 1 2 1/2"HHWSo '— —_ -- - / 2 1/2HHWRp =. RH 4"CHWS —2"HHWS RHC-5 e 4"CHWR 2"HHWR r T AHU-3Aman \_ --- i/ - 11/2"HHWS —� 1"HHWS HHWR 1 1/2'HHWR I_ 1 1 21/2"HHWS j 1 j 11/2"HHWS 1 1 21/2"HHWR 1 1 1 1/2"HHWR RHC-4 1 1 I� 1 1/2'HHWR 1 RHC-2- -Q \ -1 1/2"HHWS 1 \ 1 11/2"HHWR 1 L1112"HHWS it RHC-3 T 1 1 I_. I n- I •� 1 - - - - - - - ®� F fu LEVEL 1 RENOVATION - PHASE 2 - PIPING SCALE- 1/8" = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 1 ,C I� i - - — �� 11/2"ST 2 — i 1 "ST 0 1 cis E EXIST 4"CHWR TEMPORARY PACKAGE AHU 1 O HVAC DEMO KEY NOTES. 10 REPLACE STEAM PIPING INSIDE DISHWASH ROOM BACK TO BRANCH CONNECTION. PROVIDE NEW 1 1/2" STEAM PIPE AND ROUTE TO NEW DISH WASHER. PROVIDE REQUIRE ISOLATION VALVES AND STEAM TRAP. EXPOSE PIPING SHALL HAVE STAINLESS STEEL JACKET. COORDINATE WITH EQUIPMENT VENDOR. 0 1" STEAM CONDENSATE PIPE SLOPED BACK TO EXISTING CONNECTION. O3 NEW PRV SHALL BE SIZED BASED ON EQUIPMENT REQURIEMENTS (STEAM FLOW AND PRESSURE). PROVIDE ASSOCIATED APPURTENACES (PRESSURE GAUGE, ISOLATION VALVE, STEAM TRAP, PRESSURE RELIEF VAVE) MP. '--\ ORAGE 1 EXIST 8"CHWS EXIST 8"CHWS �EXIST 8"CHWR -C IIANICAL = EXIST 8"CHWS - =o % I 21/2"HHWS--�� ���� ....�...il.� 21/2"HHWR - EXIST 4"CHWR L.ME CH Irjl EXIST 3" 771 REF � I -- _-4 tI LEVEL 1 RENOVATION - PHASE 1 - PIPING SCALE- 1/8" = 1'-0" RS&H 1715 N. Westshore Blvd., Suite 600 Tampa,, Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620LCC000210 ` GB238 TLC ENGINEERING S 0 L ki i 1 G N S® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 ©Copyright 2019 TLC Engineering Solutions. Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 SEE JTy�,,� 0\ �• PQ` •.�\ G•E N S�•• sp2 �Q. No 71576 digitally off& N John�gri�441CD � o rf.& 12-04'00' Lii U z w_ J U Q U a REVISIONS N0. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 & 2 - PIPING SHEET ID: M201 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 5 5 v U expressed written consent of this corporation is prohibited. All rights reserved. a 0 N O 0 N O Q LO N M expressea written consent oT MIS corporation IS pronlDltea. All rlgnis reservea. I 11" 1111 T i ' I I I _ 11 _ L - - t- I l_ 1 '11 I' 1 I 1 I - V— A N V— t6 O O O M N W G O U 1-- Z W J U i �_ n a U) N O O N O N it) N CO expressed written consent of this corporation is prohibited. All rights reserved. I I i .11 - - I- I IL _ 11 I 1 111 111_ I 0 a Q C� U w 0 c N c N t U Y N Q CO M CO O) CO U O J N U a v v of v 0 N O N LO N CO expressed written consent of this corporation is prohibited. All rights reserved. T- A N T- CO 14 O O O C") N W 0 U F Z W J U Q U 2 Q a 0 N O O O N O N LO N cM 1 I n in ei i ni���!m n it n r I'ITIP II itI I!I _ I__ l' J! _ QII I'��f��1�1�' I I 7 th N 7 CO IV O O O M N W 0 O U H Z W J U Q U 2 Q expressed written consent of this corporation is prohibited. All rights reserved. i:�a - -- I _ f_ I I I I _ - 11 I_� "'I� qVI 1 2 3 4 5 '11, J M C BI AI 2 a N v UD N LO 0 0 N 0 N Cl) ELECTRICAL SYMBOL LEGEND BASIC MATERIALS BASIC MATERIALS CONT. SYMBOL DESCRIPTION SYMBOL DESCRIPTION S a SINGLE POLE SWITCH OUP CONDUIT TURNING UP (SUBSCRIPT INDICATES ITEM CONTROLLED) -♦DN CONDUIT TURNING DOWN S3 THREE-WAY SWITCH ] CONDUIT STUB S4 FOUR-WAY SWITCH -� CONDUIT CONTINUED S P SINGLE POLE SWITCH WITH PILOT LIGHT FLEXIBLE CONDUIT DUPLEX RECEPTACLE - - - - - EXISTING TO BE REMOVED TWIST LOCK RECEPTACLE EXISTING TO REMAIN T SURGE PROTECTION TYPE (TVSS) EXISTING AFFECTED BY THIS PROJECT DUPLEX RECEPTACLE WITH - - - - FUTURE EACH HALF ON SEPARATE CIRCUIT (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) NEW DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DUPLEX SAFETY RECEPTACLE MOUNT LIGHTING COVERPLATES WITH SPANNER HEAD SCREWS A FIXTURE DESIGNATION DUPLEX RECEPTACLE WITH TOP HALF SWITCHED [:�d LED FIXTURE SIMPLEX RECEPTACLE (EWC DENOTES 2 a �►� ELECTRIC WATER COOLER. COORDINATE WITH EWC LOWER CASE LETTER INDICATES EWC INSTALLER FOR MOUNTING HEIGHT) CONTROL CIRCUIT SWITCH LEG GFI RECEPTACLE MOUNTED ABOVE COUNTER CIRCUIT NUMBER LED FIXTURE DIAGONAL SHADING DENOTES 0 TWO DUPLEX RECEPTACLES WITH COMMON COVER Ea TO LIGHT FIXTURE CONNECTED TO CRITICAL TWO DUPLEX RECEPTACLES WITH COMMON COVER 0 LED FIXTURE MOUNTED ABOVE COUNTER EXIT LIGHT FIXTURE ISOLATED GROUND DUPLEX RECEPTACLE, ® DIRECTION ARROWS AS SHOWN IG (ORANGE DEVICE) (SHADED QUADRANT INDICATES FACE(S) OF DUPLEX RECEPTACLE FIRE ALARM/DETECTION SYS NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE CONNECTED TO THE EMERGENCY CIRCUIT FD MANUAL PULL STATION (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND ® CEILING SMOKE DETECTOR, PHOTO-ELECTRI ® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED TYPE UNLESS OTHERWISE NOTED GN GROUND BAR DUCT SMOKE DETECTOR ® CABLE TRAY ® SUPERVISED CONTROL RELAY Q JUNCTION BOX COMBINATION AUDIBLENISUAL NOTIFICATION CHIME/FLASHING "FIRE" LIGHT O CONDUIT SEAL -OFF FITTINGS XXCD CD = CANDELA RATING SS C3 SURGE SUPRESSOR VISUAL SIGNALING UNIT, WALL MOUNTED C3 = SERVICE ENTRANCE DEVICE F (NO AUDIO DEVICE) B3 = DISTRIBUTION BOARD DEVICE FACP A3 = PANELBOARD DEVICE 1�1 FIRE ALARM CONTROL PANEL MSTSHUNT-TRIP BUTTON - FLUSH MOUNTED UNLESS OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS GENERAL DEMOLITION NOT © POWER CONNECTION TO EQUIPMENT ® MAGNETIC MOTOR STARTER OR CONTACTOR SIZE AS NOTED 1. ALL DEVICES SHOWN ON DEMOLITION PLANS ARE EXISTING. EDH-X REFER TO SYMBOL LEGEND FOR DEVICE DESCRIPTION. ELECTRIC DUCT HEATER 2. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE MOTOR CONNECTION, NUMBER DENOTES HORSEPOWER TAKEN FROM ORIGINAL DRAWINGS AND FIELD INVESTIGATION, ALL EXISTING CONDITIONS MUST BE VF VARIABLE FREQUENCY DRIVE VERIFIED PRIOR TO BID. FIELD CONDITIONS SHALL GOVEN, DD DIRECT DIGITAL CONTROL PANEL 3. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL TRANSFORMER KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA, ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE BROUGHT TO THE ® AUTOMATIC TRANSFER SWITCH ATTENTION OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER LEI30AR NON -FUSED DISCONNECT SWITCH, SIZE AS NOTED SHOWN ON THE PLANS OR NOT, NF NF DENOTES NON -FUSED 4. ALL CONDUITS SERVING OTHER SPACES OR FLOORS, THAT "AR FUSED DISCONNECT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE 20AF DURING CONSTRUCTION, SO AS NOT TO CAUSE ANY AR DENOTES AMP RATING OF SWITCH DISRUPTION TO THESE OTHER SPACES. IT IS THE MCP AF DENOTES AMP FUSE SIZE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE PROJECT AREA SIZE �# OF POLES ARE PROPERLY SUPPORTED AND PROVIDED WITH BONDING L® 30/3 COMBINATION MAGNETIC MOTOR STARTER, BUSHING IN ACCORDANCE WITH THE NATIONAL ELECTRIC 0 3R SIZE AS NOTED, 3 POLE UNLESS OTHERWISE NOTED CODE. 5. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE ENCLOSURE NEMA 1 UNLESS NOTED DISPOSED OR TURNED OVER TO THE OWNER AT THE NEMA STARTER SIZE OWNER'S DISCRETION. ^ BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, 6. THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR SURFACE MOUNTED PHASING WORK AS REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECURAL PHASING PLAN. BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, TEMPORARY ELECTRICAL SERVICES (POWER, LIGHTING, FLUSH MOUNTED NURSE CALL, FIRE ALARM, ETC) SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ® BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, ACTIVE. IF FIRE ALARM SYSTEM CANNOT BE MAINTAINED IN SURFACE MOUNTED THE CONSTRUCITON AREA, A FIRE WATCH SHALL BE PROVIDED. T BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, 7, UNLESS OTHERWISE NOTED, ALL EQUIPMENT, WIRING FLUSH MOUNTED DEVICES, LIGHT FIXTURES, CONDUIT AND WIRE IN THE BRANCH CIRCUIT CONDUIT CONCEALED ABOVE PROJECT AREA SHALL BE REMOVED. THE CONTRACTOR CEILING OR IN WALL. CONDUIT SHALL INCLUDE SHALL INVESTIGATE THE PROJECT AREA PRIOR TO BID TO PHASE, NEUTRAL AND GROUND CONDUCTORS DETERMINE ALL REQUIRED DEMOLITION. AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). 8, CONTRACTOR SHALL PROVIDE MEANS OF AUTOMATIC BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, SMOKE DETECTION VIA INSTALLED SMOKE DETECTORS --\ CONNECTED TO THE FACITLITY FIRE ALARMS SYSTEM FOR UNDERGROUND OR UNDER FLOOR. COVERAGE DURING NON -OCCUPIED PERIODS WITHIN THE CONSTRUCTION AREA, IF DESIRED, A DOCUMENTED FIRE BRANCH CIRCUIT CONDUIT EXPOSED WATCH OF THE ENTIRE AREA PERFORMED IN INCREMENTS NO GREATER THAN ONE HOUR MAY BE PERFORED GROUND OR GROUND ROD AS NOTED PROVIDED THAT IT IS DOCUMENTED IN FULL ACCORDANCE WITH NPFA 72. COORDINATE ACTIVITY IN FIELD WITH C CRITICAL BRANCH CONDUIT GENERAL CONTRACTOR. �- L LIFE SAFETY BRANCH CONDUIT 9. 'ETR" DENOTES EXISTING ELECTRICAL DEVICE TO REMAIN. �EQ� EQUIPMENT BRANCH CONDUIT NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. GENERAL NOTES FIXTURE) TEM C 1. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 2. RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE COUNTER RECEPTACLES SHALL BE MOUNTED T ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. 3. THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND ESSENTIAL ELECTRICAL SYSTEM PANELBOARDS SERVING THE SAME PATIENT VICINITY SHALL BE BONDED TOGETHER WITH AN INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 10. 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110. B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. 5. CRITICAL AND LIFE SAFETY LIGHT SWITCHES SHALL BE ROUTED IN CONDUIT AND BOXES OTHER THAN THAT FOR THE NORMAL BRANCH. ESSENTIAL SYSTEM SWITCHES SHALL BE RED IN COLOR. BRANCH. 6. PATIENT CARE AREAS SHALL BE PROVIDED WITH GROUNDING IN ACCORDANCE WITH NEC 517. 7. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE - RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION, ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). DEVICE E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. ES H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. 8. NON-METALLIC RACEWAYS SHALL NOT BE USED TO SERVE ANY PATIENT CARE SPACE. ALL WIRING SHALL BE MECHANICALLY PROTECTED BY INSTALLATION IN METALLIC RACEWAYS, 9. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. 10. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP, 11. THE NUMBER OF ARROWHEADS ON THE HOMERUNS DENOTES THE NUMBER OF CIRCUITS. 12. ALL NEW AND EXISTING PANELS AFFECTED BY THIS PROJECT SHALL BE PROVIDED WITH A NEW TYPE WRITTEN DIRECTORY. CODES 1. LIFE SAFETY CODE - NFPA 101(2015). 2. NATIONAL ELECTRICAL CODE - NFPA 70 (2014). 3. NATIONAL FIRE PROTECTION ASSOCIATION 72 (2013); NATIONAL FIRE ALARM & SIGNALING CODE. 4. NATIONAL FIRE PROTECTION ASSOCIATION 99 (2015). HEALTH CARE FACILITIES 5. BUILDING CODE: FLORIDA BUILDING CODE (2017 6TH EDITION). 6. FGI - GUIDELINES FOR DESIGN & CONSTRUCTION OF THE HEALTH CARE FACILITIES. (2014) ELECTRICAL DRAWING INDEX SHEET DESCRIPTION ISSUED E001 GENERAL INFORMATION - ELECTRICAL Yes E002 ELECTRICAL ONE -LINE DIAGRAM Yes ED101 LEVEL 1 DEMOLITION PLAN - PHASE 1 - POWER Yes ED102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - POWER Yes E101 LEVEL 1 RENOVATION PLAN - PHASE 1 - POWER Yes E102 LEVEL 1 RENOVATION PLAN - PHASE 2 - POWER Yes E201 LEVEL 1 RENOVATION PLAN - PHASE 1 - LIGHTING Yes E202 LEVEL 1 RENOVATION PLAN - PHASE 2 - LIGHTING Yes E301 ELECTRICAL DETAILS Yes E401 PANEL SCHEDULES Yes DIVISION 26 SPECIFICATIONS 1. THE WORK REQUIRED UNDER THIS DIVISION SHALL INCLUDE ALL MATERIALS, LABOR, TOOLS, EQUIPMENT, TRANSPORTATION, INSURANCE, TEMPORARY PROTECTION, TEMPORARY LIGHTING, SUPERVISION AND INCIDENTAL ITEMS ESSENTIAL FOR PROPER INSTALLATION AND OPERATION, EVEN THOUGH NOT SPECIFICALLY MENTIONED OR INDICATED BUT WHICH ARE USUALLY PROVIDED OR ARE ESSENTIAL FOR PROPER INSTALLATION AND OPERATION OF ALL ELECTRICAL SYSTEMS THE ELECTRICAL SYSTEM REQUIRED UNDER THIS DIVISION CONSISTS BASICALLY OF, BUT IS NOT LIMITED TO THE FOLLOWING: LIGHTING SYSTEM, POWER SYSTEM, ALARM SYSTEM, POWER DISTRIBUTION, EQUIPMENT CONNECTIONS, ACCESS PANELS, EMPTY CONDUIT SYSTEMS AND ALL REQUIRED WIRING. 2. GIVE ALL NOTICES, FILE ALL PLANS, PAY ALL FEES, OBTAIN ALL PERMITS, ALL LICENSES, INSPECTIONS, RE -INSPECTIONS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION. INCLUDE ALL FEES IN THE BID 3. A. SPECIAL ATTENTION IS CALLED TO THE FACT THAT WORK INVOLVED IS IN CONNECTION WITH EXISTING BUILDINGS WHICH REMAIN IN OPERATION WHILE WORK IS BEING PERFORMED. WORK MUST BE DONE IN ACCORDANCE WITH THE PRIORITY SCHEDULE. SCHEDULE WORK FOR A MINIMUM OUTAGE TO OWNER. CONTRACTOR SHALL CLOSELY COORDINATE WITH THE HOSPITAL PRIOR TO COMMENCING WORK AND DURING CONSTRUCTION FOR POWER AND/OR SYSTEM OUTAGES AS WELL AS GENERAL REQUIREMENTS. RECEIVE WRITTEN ACCEPTANCE FROM THE OWNER NO LATER THAN 7 DAYS IN ADVANCE OF ALL POWER OUTAGES. CONTRACTOR SHALL WORK DURING OFF HOURS (EVENINGS & WEEKENDS) WHEN DEEMED NECESSARY BY THE HOSPITAL. PROTECT EXISTING BUILDINGS AND EQUIPMENT DURING CONSTRUCTION. B. CONTRACTOR SHALL VERIFY IF THERE IS ANY PIPING, FIXTURES OR OTHER ITEMS IN THE EXISTING BUILDING WHICH MUST BE REMOVED OR RELOCATED IN ORDER TO PERFORM THE ALTERATION WORK. BID SHALL INCLUDE ALL REMOVAL AND RELOCATION REQUIRED FOR COMPLETION OF THE ALTERATIONS AND THE NEW CONSTRUCTION. C. ALL EXISTING/NEW CONDUIT AND CABLES WITHIN THE AREA OF RENOVATION SHALL BE PROVIDED WITH PROPER SUPPORTS. D. ALL EXISTING ELECTRICAL WHICH IS DESIGNATED FOR REWORKING OR REQUIRES RELOCATION, REPAIR OR ADJUSTMENT SHALL CONFORM TO ALL APPLICABLE CODES AND SHALL BE TREATED AS NEW WORK COMPLYING TO ALL PARTS OF THIS SPECIFICATION. E. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PROGRAMMING FOR CONNECTION TO EXISTING SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE ALARM AND NURSE CALL. 4. ALL MATERIALS SHALL BE NEW AND FREE OF DEFECTS, AND SHALL BE U.L. LISTED, BEAR THE U.L. LABEL OR BE LABELED OR LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY. WHERE NO LABELING OR LISTING SERVICE IS AVAILABLE FOR CERTAIN TYPES OF EQUIPMENT, TEST DATA SHALL BE SUBMITTED TO PROVE TO THE ENGINEER THAT EQUIPMENT MEETS OR EXCEEDS AVAILABLE STANDARDS. AFTER TEST DATA IS SUBMITTED AND TENTATIVELY APPROVED, THE CONTRACTOR SHALL PAY FOR ANY REQUIRED FIELD LLISTING AND/OR CORRECTIVE WORK REQUIRED BY THE FIELD LISTING INSPECTOR IF ALLOWED BY THE AHJ. 5. PROVIDE SHOP DRAWING SUBMITTALS TO THE ARCHITECT/ENGINEER FOR APPROVAL FOR ALL MATERIAL PROVIDED UNDER THIS DIVISION, EQUIPMENT SHALL NOT BE ORDERED PRIOR TO APPROVAL FROM THE ARCHITECT/ENGINEER. 6. COORDINATION STUDY: ALL PANELBOARD AND CIRCUIT BREAKERS SHALL MATCH THE EXISTING TYPE, AIC RATING, AND MANUFACTURER. ANY DISCREPANCIES OR CONFLICTS IN THE SPECIFIED EQUIPMENT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER DURING BID FOR FORMAL CLARIFICATION. 7. PROVIDE AND INSTALL ALL ELECTRICAL SYSTEMS AND ANY NECESSARY ACCESSORIES AS PER NEC AND LOCAL CODES WHETHER SPECIFIED HEREIN OR SHOWN ON DRAWINGS OR NOT. THE CONTENT OF THESE SPECIFICATIONS (DIVISION 26) AND CONTRACT DOCUMENTS IN GENERAL ONLY REFERS TO WORK REQUIRED ABOVE AND BEYOND THE REQUIREMENTS OF THE NEC AND LOCAL CODES. 8. DRAWINGS ARE DIAGRAMMATIC. COORDINATE FINAL EQUIPMENT LOCATIONS WITH GOVERNING ARCHITECTURAL AND STRUCTURAL DRAWINGS. LAY OUT BEFORE INSTALLATION SO THAT ALL TRADES MAY INSTALL EQUIPMENT IN SPACES AVAILABLE. PROVIDE COORDINATION AS REQUIRED FOR INSTALLATION IN A NEAT AND WORKMANLIKE MANNER. 9. CHECK SITE AND EXISTING CONDITIONS THOROUGHLY BEFORE BIDDING. ADVISE ENGINEER OF DISCREPANCIES OR QUESTIONS NOTED. WHERE EXISTING CONDITIONS ARE DISCOVERED WHICH ARE NOT IN COMPLIANCE WITH THE CODES AND STANDARDS, THE CONTRACTOR SHALL SUBMIT PROPERDOCUMENTATION TO THE ARCHITECT FOR CLARIFICATION AND CORRECTIVE WORK DIRECTION. EXISTING CONDITIONS SHALL NOT REMAIN WHICH WILL CREATE A DISAPPROVAL OF THE RENOVATED AREA. 10. ALL EXISTING CONDUIT AND CABLE PENETRATIONS SHALL BE PROPERLY FIRE TREATED PER CODE AND SPECIFICATION REQUIREMENTS. THE CONTRACTOR SHALL THOROUGHLY INSPECT ALL EXISTING LOCATIONS AND INCLUDE THE COST OF PATCHING AND REPAIR IN HIS PROPOSED CONSTRUCTION COST. 11. PROVIDE FIELD SUPERINTENDENT WHO HAS HAD A MINIMUM OF FOUR (4) YEARS PREVIOUS SUCCESSFUL EXPERIENCE ON PROJECTS OF COMPARABLE SIZES AND COMPLEXITY. SUPERINTENDENT SHALL BE PRESENT AT ALL TIMES THAT WORK UNDER THIS DIVISION IS BEING INSTALLED OR AFFECTED. SUPERINTENDENT SHALL HAVE PASSED A PROCTORED H.H. BLOCK JOURNEYMAN EXAM WITH 75% GRADE OR BETTER AND SHALL BE A LICENSED JOURNEYMAN. A RESUME OF THE SUPERINTENDENT'S EXPERIENCE SHALL BE SUBMITTED TO ENGINEER BEFORE STARTING WORK. AT LEAST ONE MEMBER OF THE ELECTRICAL CONTRACTING FIRM SHALL HOLD A STATE MASTER CERTIFICATE OF COMPETENCY. 12. PROVIDE ALL REQUIRED COORDINATION AND SUPERVISION WHERE WORK CONNECTS TO OR IS AFFECTED BY WORK OF OTHERS, AND COMPLY WITH ALL REQUIREMENTS AFFECTING THIS DIVISION. 13. SUITABLY PROTECT ALL EQUIPMENT FURNISHED UNDER THIS DIVISION DURING CONSTRUCTION. RESTORE ALL DAMAGED SURFACES AND ITEMS TO "LIKE NEW" CONDITION BEFORE A REQUEST FOR SUBSTANTIAL COMPLETION INSPECTION. 14. THE WORK REQUIRED UNDER THIS DIVISION SHALL INCLUDE A ONE-YEAR GUARANTEE. THIS GUARANTEE SHALL BE BY THE CONTRACTOR TO THE OWNER FOR ANY DEFECTIVE WORKMANSHIP OR MATERIAL WHICH HAS BEEN FURNISHED UNDER THIS CONTRACT AT NO COST TO THE OWNER FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE SYSTEM. THIS GUARANTEE SHALL NOT INCLUDE LAMPS IN SERVICE. THE PROVISIONS OF GUARANTEE TO THE OWNER AT THE "DEMONSTRATION OF COMPLETED AFTER ONE MONTH FROM DATE OF SUBSTANTIAL COMPLETION OF THE SYSTEM." 15. PERFORM VERIFICATION WORK AS REQUIRED TO SHOW THAT THE SYSTEM IS OPERATING CORRECTLY IN ACCORDANCE WITH CONTRACT DOCUMENTS AND MANUFACTURER'S LITERATURE. ALL VERIFICATION SHALL BE DONE AFTER 3-DAY FULL OPERATIONAL PERIOD. ALL WORK ON THE SYSTEM SHALL BE COMPLETED, AND ALL FORMS AND OTHER INFORMATION SHALL BE SUBMITTED FOR APPROVAL ONE WEEK BEFORE THE REQUEST FOR FINAL INSPECTION OF THE BUILDING. 16. WHERE THE REQUIREMENTS OF ANOTHER DIVISION, SECTION, OR PART OF THESE SPECIFICATIONS EXCEED THE REQUIREMENTS OF THIS DIVISION, THOSE REQUIREMENTS SHALL GOVERN. 17. THE ENTIRE INSTALLATION SHALL BE IN HOT DIPPED RIGID GALVANIZED CONDUIT, OR ELECTRIC METALLIC TUBING, UNLESS SPECIFICALLY NOTED OTHERWISE. RIGID METAL GALVANIZED CONDUIT SHALL BE USED IN ALL DAMP OR WET LOCATIONS OR WHERE SUBJECT TO MECHANICAL DAMAGE. ELECTRIC METALLIC TUBING SHALL HAVE STEEL COMPRESSION TYPE COUPLINGS AND BE USED INSIDE OF BUILDINGS AND ONLY IN DRY AREAS WHERE NOT EXPOSED TO MECHANICAL DAMAGE. MINIMUM CONDUIT SIZE FOR ALL SYSTEMS SHALL BE 3/411 . PROVIDE INSULATED BUSHINGS AT ENDS OF ALL CONDUITS. ALL CONDUITS AND BACKBOXES SHALL BE COLOR CODED TO MATCH EXISTING HOSPITAL STANDARDS. SUPPORT CONDUIT IN ACCORDANCE WITH THE NEC. LISTED WHIPS FOR LIGHTING FIXTURES SHALL BE ALLOWED NO LONGER THAN 6-0" IN LENGTH, 18. BRANCH CIRCUIT AND FEEDER CONDUCTORS FOR ELECTRIC POWER SHALL BE COPPER TYPE THHN/THWN INSULATION FOR BRANCH CIRCUITS AND THWN INSULATION FOR FEEDERS, UNLESS SPECIFICALLY NOTED OTHERWISE. SIZES #12 AND SMALLER SHALL BE SOLID, #10 AND LARGER STRANDED. NO ALUMINUM WIRING SHALL BE PERMITTED. ALL WIRE SHALL BE SIZE SHOWN ON THE DRAWINGS. IF NO SIZE IS SHOWN, WIRE SHALL BE MINIMUM NO. 12, EXCEPT THAT BRANCH "HOMERUNS" OVER 50 FT. IN LENGTH SHALL BE MINIMUM NO. 10. WIRE IN VICINITY OF HEAT -PRODUCING EQUIPMENT SHALL BE TYPE XHHW INSULATION. ALL WIRING SHALL BE MANUFACTURED IN THE USA. WIRING SHALL BE COLOR CODED ACCORDING TO EXISTING HOSPITAL STANDARDS. USE OF MULTI -WIRE BRANCH CIRCUIT CONFIGURATIONS ARE NOT PERMITTED. ALL BRANCH CIRCUITS SPECIFIED SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR EACH SIZED TO MATCH THE CORRESPONDING PHASE CONDUCTORS FOR THE BRANCH CIRCUIT. 19. EACH THREE-PHASE CIRCUIT SHALL BE RUN IN A SEPARATE CONDUIT UNLESS OTHERWISE SHOWN ON THE DRAWINGS. CONDUIT SHALL NOT BE INSTALLED EXPOSED UNLESS OTHERWISE NOTED. WHERE CIRCUITS ARE SHOWN AS "HOME -RUNS" ALL NECESSARY FITTINGS AND BOXES SHALL BE PROVIDED FOR A COMPLETE RACEWAY INSTALLATION. NEUTRAL CONDUCTORS SHALL NOT BE SHARED BETWEEN CIRCTUITS AND THEREFORE ALL CIRCUITS REQUIRING A NEUTRAL CONDUCTOR SHALL EACH RECIEVE A DEDICATED NEUTRAL SIZED TO MATCH THE CORRESPONDING PHASE CONDUCTORS. 20. OUTLET BOXES SHALL BE ONE PIECE OR PROJECTION WELDED, GALVANIZED STAMPED STEEL FOR GANG SIZES REQUIRED. SECTIONAL BOXES ARE NOT ACCEPTABLE. BOXES SHALL BE 4" SQUARE AND 1-1/2" DEEP GENERALLY, LARGER BOXES SHALL BE USED AS REQUIRED BY CODE. 21. ALL RECEPTACLES SHALL BE 20 AMP HOSPITAL GRADE, STANDARD DUPLEX GROUNDING TYPE. SWITCHES SHALL BE SPECIFICATION GRADE, 20 AMP,120/277 VOLT AND SHALL BE OF THE SILENT OPERATING TYPE. GFCI RECEPTACLES SHALL BE HOSPITAL GRADE, UL RATED CLASS A, GROUP 1. COVER PLATES SHALL BE STAINLESS STEEL FINISHED. ALL WIRING DEVICE COVER PLATES INCLUDING BUT NOT LIMITED TO RECEPTACLES AND SWITCHES SHALL BE ENGRAVED WITH THE BRANCH CIRCUIT IDENTIFICATION AS REQUIRED (I.E. "PANELNAME'-"CIRCUIT NUMBER"). COVERPLATES SHALL BE STAINLESS STEEL WITH BLACK INFILLED LETTERS FOR NORMAL BRANCH AND RED INF►LLED LETTERS FOR EMERGENCY BRANCHES. RECEPTACLES AND SWITCHES SHALL HAVE IVORY FINISH FOR NORMAL BRANCH DEVICES AND RED FINISH FOR CRITICAL BRANCH DEVICES. APPROVED MANUFACTURER: PASS & SEYMOUR, LEVITON, HUBBELL 22. ALL EQUIPMENT SHALL BE FIRMLY MOUNTED USING APPROVED HANGERS ATTACHED TO STRUCTURAL PORTIONS OF THE BUILDING. SUPPORTING WITH TIE WIRE IS PROHIBITED. LIGHT FIXTURES RECESSED IN CEILINGS SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE INDEPENDENT OF THE CEILING SYSTEM. 23. IN GENERAL, ALL ELECTRICAL EQUIPMENT (METALLIC CONDUIT, MOTOR FRAMES, PANELBOARDS, ETC.) SHALL BE BONDED TOGETHER WITH A GREEN INSULATED COPPER SYSTEM GROUNDING CONDUCTOR IN ACCORDANCE WITH SPECIFIC RULES OF ARTICLE 250 OF THE N.E.C. BONDING CONDUCTOR THROUGH THE RACEWAY SYSTEM SHALL BE CONTINUOUS FROM EACH WIRING DEVICE OR EQUIPMENT TO PANEL GROUND BAR OF EACH PANELBOARD. PROVIDE GROUND BAR BOLTED TO THE CAN OF EXISTING PANELS WITHOUT A GROUND BAR. ALL RACEWAYS SHALL HAVE AN INSULATED COPPER SYSTEM GROUND CONDUCTOR THROUGHOUT THE ENTIRE LENGTH OF CIRCUIT INSTALLED WITHIN CONDUIT PER NEC 517.13. GROUNDING CONDUCTOR SHALL BE INCLUDED IN TOTAL FILL IN DETERMINING CONDUIT SIZES, EVEN THOUGH NOT INCLUDED OR SHOWN ON DRAWINGS. 24. A. MOLDED CASE CIRCUIT BREAKERS: ALL PANELBOARD BRANCH CIRCUIT BREAKERS SHALL BE BOLT -ON THERMAL -MAGNETIC MOLDED CASE TYPE. BREAKERS SHALL BE 1, 2 OR 3 POLE WITH AN INTEGRAL CROSSBAR TO ASSURE SIMULTANEOUS OPENING OF ALL POLES IN MULTI -POLE CIRCUIT BREAKERS. BREAKERS SHALL HAVE AN OVERCENTER,TRIP-FREE,TOGGLE-TYPE OPERATING MECHANISM WITH QUICK - MAKE, QUICK -BREAK ACTION AND ACTIVE HANDLE INDICATION. HANDLES SHALL HAVE "ON", "OFF", AND "TRIPPED" POSITIONS. BOLT -ON BREAKER SHALL BE ABLE TO BE INSTALLED IN THE PANELBOARD WITHOUT REQUIRING ADDITIONAL MOUNTING HARDWARE. CIRCUIT S Q 120/208 VOLT CIRCUIT BREAKERS SHALL HAVE INTERRUPTING RATINGS A MINIMUM OF 10,000 RIMS SYMMETRICAL AMPERES AT 240VAC. 277/480 VOLT CIRCUIT BREAKERS SHALL HAVE INTERRUPTING RATINGS A MINIMUM OF 18,000 RMS SYMMETRICAL AMPERES AT 600VAC. 25. RECORD DRAWINGSAT THE COMPLETION OF WORK, CONTRACTOR SHALL PROVIDE TWO SETS OF RECORD "AS -BUILT" DRAWINGS IN ACCORDANCE WITH DIVISION 1, SHOWING THE ACTUAL LOCATION OF ALL EQUIPMENT INSTALLED INCLUDING UNDERGROUND CONDUITS AND JUNCTION BOXES. 26. CONTRACTOR SHALL CLOSELY COORDINATE WITH THE HOSPITAL PRIOR TO COMMENCING WORK AND DURING CONSTRUCTION FOR POWER AND/OR SYSTEM OUTAGES AS WELL AS GENERAL REQUIREMENTS. A SEVEN (7) DAY NOTICE SHALL BE GIVEN FOR ALL POWER OUTAGES. CONTRACTOR SHALL WORK DURING OFF HOURS (EVENINGS & WEEKENDS) WHEN DEEMED NECESSARY BY THE HOSPITAL. 27. GROUND TESTINGCONTRACTOR SHALL PERFORM A COMPLETE EQUIPOTENTIAL GROUND TEST IN ACCORDANCE WITH NFPA 99 UPON THE COMPLETION OF ALL BRANCH CIRCUITS TO THE PANELS SPECIFIED. GROUND TEST SHALL BE IN A TYPED WRITTEN FORMAT FOR ISSUANCE TO AHCA AT THE 100% INSPECTION. TEST SHALL BE PERFORMED IN ALL AFFECTED PATIENT -CARE AREAS. 28. COLOR CODING COLOR CODE ALL POWER AND LIGHTING CABLE. COLOR CODE THE WIRE BY USING COLORED PLASTIC TAPE, PAINTING THE ENDS ACCESSIBLE AT JUNCTION OR PULL BOXES, OR OTHER METHOD ACCEPTABLE TO THE ENGINEER. USE THE FOLLOWING CHART AS APPLICABLE; 120/208 277/480 CONDUCTOR VOLTS CONDUCTOR VOLTS PHASE A BLACK PHASE A BROWN PHASE B RED PHASE B ORANGE PHASE C BLUE PHASE C YELLOW NEUTRAL WHITE NEUTRAL GRAY EQUIRGROUND GREEN EQUIRGROUND GREEN 29. COLOR CODING OF RACEWAYS/BOXES: ALL BOXES AND ENCLOSURES SHALL BE MARKED SO AS TO BE READILY IDENTIFIED AS PART OF THE SYSTEM FOR WITH IT SERVES. CONDUIT AND BOXES, INCLUDING BACK BOXES. PANELS, ETC. SHALL BE SPOT PAINTED. CONDUITS SHALL BE IDENTIFIED TO WITHIN 6" OF THE BOX OR ENCLOSURE. PROVIDE SPOT PAINTING BANDS AT ALL CONDUIT COUPLING LOCATIONS OR EVERY 1 U-0" WHICHEVER IS LESS ALONG WITHIN 6" OF EACH SIDE OF WALLS AND FLOOR THAT THE CONDUIT PENETRATES. THE FOLLOWING COLOR CODES SHALL BE USED UNLESS OTHERWISE REQUIRED TO MATCH EXISTING COLOR CODING; BLACK: NORMAL BROWN: MISCELLANEOUS COMMUNICATIONS PURPLE: ESSENTIAL DISTRIBUTION BLUE: TELEPHONEICOMPUTER YELLOW: LIFE SAFETY BRANCH WHITE: NURSE CALL ORANGE: CRITICAL BRANCH LIGHT PINK: TV GREEN: EQUIPMENT BRANCH GREY: PAGING RED: FIRE ALARM BRANCH BEIGE: PHYSIOLOGICAL MONITORING 30. EQUIPMENT IDENTIFICATION: LOCATIONS: PROVIDE NAMEPLATES FOR EACH UNIT OF THE FOLLOWING CATEGORIES OF ELECTRICAL WORK: A. SWITCHBOARD, PANELBOARDS, ELECTRICAL CABINETS AND ENCLOSURES. (1) PROVIDE A NAMEPLATE OUTSIDE ABOVE THE DOOR (IF EQUIPPED WITH ONE) LISTING ITS DESIGNATION, BRANCH, VOLTAGE AND CIRCUIT NUMBER. (2) PROVIDE AN ENGRAVED PHENOLIC PLASTIC LAMINATE NAMEPLATE: (NORMAL BRANCH: BLACK W/WHITE LETTTERS) (CRITICAL BRANCH: ORANGE W/WHITE LETTTERS) (EQUIPMENT BRANCH: GREEN W/WHITE LETTTERS) (LIFE SAFETY BRANCH: YELLOW W/WHITE LETTTERS) (3) NAMEPLATE SIZE SHALL MATCH EXISTING. B. ACCESS PANEUDOORS TO ELECTRICAL FACILITIES. C. MOTOR STARTERS. D. ALL WIRING DEVICE'S COVERPLATES INCLUDING BUT NOT LIMITED TO RECEPTACLES AND SWITCHES SHALL BE REPLACED WITH NEW 302 STAINLESS STEEL COVERPLATES, AND ENGRAVED IN BLACK FOR NORMAL AND RED FOR EMERGENCY BRANCHES WITH THE BRANCH CIRCUIT IDENTIFICATIONS AS REQUIRED (I.E. "PANELNAME" - CIRCUIT NUMBER"). E. ALL EXIT LIGHTS TO HAVE LABELS MADE (WHITE WIRED LETTERS) AND INSTALLED ON CANOPY OF FIXTURE WITH PANELNAME - CIRCUIT NUMBER. F. ALL AUTOMATIC DOOR CONTROLLERS TO HAVE LABELS MADE (WHITE WIRED LETTERS) AND INSTALLED BY DOOR CONTROL ENCLOSURE (LOCATED BELOW THE CEILING) WITH PANELNAME - CIRCUIT NUMBER. 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cerl. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ,&:-TLC ENGINEERING S© L U T I 0 N S® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 C Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 �69H Eq IO,���i 5 i V' No 66504 C14 .-:13 �' STATE OF U m DN � 0 'rit CkS//TOPHER V OHAR� • • 441 O OID.O. 4 OOJp0900 .. =¢Q1 Ip;A110001 `y'y��� f000088F5. CN=CHiM1�F�„ QV=GE't�iil f®I�R ARCHITEjG ING I'RC CTURE, C=US Date: 20- 0 I 0 'N A\_ % M 1�111111111��`, N w G O c,) z LU J U Q U x Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION - ELECTRICAL SHEET ID: E001 I PROJECT STATUS: I CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved, 2 3 4 5 N 3 4 5 D C e KP EXISTING ELECTRICAL ONE -LINE DIAGRAM 1000 - MSB-GF SQUARE D, SE SE & SEH, Micrologic B 4000.0 AF/4000.OAT Settings Phase GFPU (640-1200A) 120C GFD (0.1-0.5 Sec.) 0.5 (1 MSB-CB9-GF 100 SQUARE D, JD Powerpact J-Frame, 6.2A/I 250.0 AF/250.OAT Settings Phase Ig (0.2 - 1 x In) 0.2 (50A) tg (0 - 0.4) 0.3 (IA2t Off) W a Ln LO N to 0 N O N N co MI 1 11W 0.01 0.5 1 10 CURRENT IN AMPERES 100 1 K 119333 - NLK GF.tcc Ref. Voltage: 480V Current in Amps x 1 10K m Z 07 m 0 0 Z 0 CIO (4)#1 (1)#6GND 1 1/2" C. (4) 350KCMIL, (1)#2 GND 4" C. LJ 300 SI 42 42 42 (4)250KCMIL, (1)#4 GND 3" C. O- (4) #1/0, - (1)#4 GND. 2" C.( ATS-EQB LOAD SUMMARY EXISTING LOAD 18 KVA ADDED LOAD 2.0 KVA REMOVED 0.0 KVA TOTAL LOAD 20.0 KVA 24.1 AMPS ONE -LINE DIAGRAM GENERAL NOTES: OPROVIDE CIRCUIT BREAKER AND WIRE SIZE AS RECOMMENDED BY SURGE PROTECTIVE DEVICE MANUFACTURER, MINIMIZE LEAD LENGTH AND TWIST LEADS IN CONDUIT. PROPOSED NEW ELECTRICAL ONE -LINE DIAGRAM CURRENT IN AMPERES 1000 -- ; MSB-MCB i T SQUARE D, SE SE & SEH. Micrologic 4000.0 AF/4000.0AT Settings Phase LTPU (0.5-1.0 x P) 1.0 (4000A) LTD (2-36 Sec.) 16 STPU (2-10 xP) 10 (40000A) STD (0.1-0.5 Sec.) 0.5 (1^2t On) (2-12 x P) 12.0 (48000A) 100 MSB-CB9 SQUARE D, JJ PowerPact J-Frame, 3.2S 250.0 AF/250.OAT Settings Phase Ir (70-250A) 250 (250A) tr (Fixed)T Isd (1.5 - 10 x Ir) 10 (2500A)- tsd (Fixed) Fixed I li (1.5 - 12 x In) 12 (3000A) r NHK-CB1 SQUARE D, HD PowerPact H-Frame, 3.2S 150.0 AF/150.OAT Settings Phase Ir (50-150A); tr (Fixed) 125 (125A); Fixed Isd (1.5 - 10 x Ir); tsd 10 (1250A); Fixed li (1.5 - 15 x In) 15 (2250A) 1 2NLA-MCBO SQUARE D, LD PowerPact L-Frame, 3.3S 400.0 AF/400.0AT Settings Phase Ir (125-400A); tr (Fixed) 300 (300A); Fixed Isd (1.5 - 10 x Ir); tsd 10 (3000A); Fixed li (1.5 - 12 x In) 12 (4800A) 0.10NLK-C131 SQUARE D, QO QO, 1-Pole L]' 20.0 AF/20.OAT Settings Phase Fixed (730-3) 0.01 0.5 1 10 100 TX In i 1 K 10K 100K 119333 - MSB TO NLK.tcc Ref. Voltage: 480V Current in Amps x 1 1000 GDP-CB6 SQUARE D, ME ME, Micrologic 800.0 AF/800.OAT Settings Phase LTPU (0.5-1.0 x P) 0.75 (600 LTD (2-24 Sec.) 7 STPU (2-10 x P) 4.0 (3200A) STD (0.1-0.5 Sec.) .5 (i^2t O INST (3-12 x P) 4.0 (3200A) 100 EQB-CB4 SQUARE D, JD PowerPact J-Frame, 3.2S 250.0 AF/250.OAT Settings Phase Ir (70-250A) 250 (250A) tr (Fixed) Isd (1.5 - 10 x Ir) 10 (2500A) tsd (Fixed) Fixed 10 II (1.5 - 12 x In) 12 (3000A) EQHK-CB! SQUARE D. JD PowerPact J-Frame, 3.2S 250.0 AF/250.OAT Settings Phase Ir (70-250A) 70 (70A) tr (Fixed) Isd (1.5 - 10 x Ir) 10 (700A) 1 tsd (Fixed) Fixed Ii (1.5 - 12 x In) 3 (750A) EQLK-MCB SQUARE D, JD PowerPact J-Frame, 3.2S 250.0 AF/250.OAT Settings Phase Ir (70-250A); tr (Fixed) 175 (1 Isd (1.5 - 10 x Ir); tsd 10 (175 0.10 li (1.5 - 12 x In) 12 (3000A) 0.01 0.5 1 CURRENT IN AMPERES 10 100 1K 10K 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 T LC ENGINEERING SOL01 WIN o 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 E: P 407.841.9050 M www.tic-engineers.com COA 15 z Cn © Copyright 2019 TLC Engineering Solutions, Inc. m TLC Project No.: 119333 0 1 PROJECT TITLE: p A m z m O Z 0 Cn 119333 - EQB TO EQLK.tcc Ref. Voltage: 480V Current in Amps x 1 KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 Op H ER � *0 , .�• •. No 66504 ' * = ' � • STATE OF • 41J . o co Digitally sigald ty(&F�R AS P E(R' �V OHARA- P •• \� ; OID.0.92342.1 00'I ri�hCi109iC 0p9O15Q&'09�0008BF5. O CN=CHRISTOR F}4 dl� h•� c�IraR ARCHITECNRE, ffdd It,glfrFTAiRI TUBE. C=US = M Date: 2020.0326 17:4 N W a 0 0 I- Z W_ J U Q U 2 a REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: ELECTRICAL ONE -LINE DIAGRAM SHEET ID: E002 I PROJECT STATUS: I CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 1 3 4 1 5 4 5 I C N A a 0 M M N N N O N N CM NOTE: THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY OPEN COURTYARD ,1i i i i i i i ii i i ii i i ii i i iii 1 -! 1 —. \LOCKIR I f; —I 1 �' I 1 1 REF 1 BAKERY, - 1 - -- - _ 1 AREA OF WORK Wii� r 1 i I T 1 I _ J\ X I I (FREEZERMINI I I L , MI' Ii 11 i - k J &=iiii.;r.11ei CART WASH I - DRY STIR 1 i I OFFICE I 1 i II �101 1 - I 7 ``iii OPEN AIR BREEZEWAY T— ( OPEN AIR BREEZEWAY � I ij II II I ill � Ij j ;{ 1I�__ -- - ° ILI i— — --U�_ ^.__— --a — —� , ter— --- -----i { STAIR "C" 1 ' OFFICE M MCI iiJ -- I 1 1 7 ' +M 1 III ; p it 1 IXIiAll XIIXIiXIIX I IX 1 ELECTRICAL ,-/1-7 7° 'I\ 7 j ,vI 1 1 I X 11 Il u 11 X I! X I X I 1L ILX 1 1 { TEMP.- { STORAGE _ 1� R� �C OFFICE 1 1 [\\71 I � II � II 1 j L� ----- 1 MECHANICAL ; MECHANICAL tl 1 REF REF FREEZERS II i -,A I L FFn i 1 1 1 DIETICIANS 1 i I� I 1 CI i I 1 j I 1•i i i ii.+ .•ii iii iJ �O}'` A Y j1 L DIETARY SERVICES 1 1 1 I T 1 SERVERY 1-102 �l , I I 1 I J 1 k 1 1 O�LLI —.. 1 J Fi DISHWASH L ROOM _ J MWI- _ :- r, o--, s, r ... Al All 1,Rl' L LEVEL 1 DEMOLITION - PHASE 1 - POWER SCALE: 1/8" = l'-0" 2 CORRIDOR /TOILET/ LL=211 \ - _ OFFICE OFFICE �TOILET�, I; WOMEN R.R. MEN R.R.I it I OFFICE i GENERAL ELECTRICAL DEMOLITION NOTES 1 ALL DEVICES SHOWN ON THIS PLAN ARE EXISTING REFER TO SYMBOL LEGEND FOR DEVICE DESCRIPTION. RS 2 EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS AND FIELD INVESTIGATION. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID, FIELD CONDITIONS SHALL GOVERN, 1715 N. Westshore Blvd., Suite 600 3 THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. IT Tampa,, Florida 33607-3999 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 904-256-2500 Fax 904-256-2503 PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE www.rsandh.com FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. FL Cert. Nos. AAC001886' IB26000956 4 ALL CONDUITS SERVING OTHER SPACES OR FLOORS, THAT RUN THROUGH THE PROJECT AREA SHALL 5620 ` LCC000210' GB238 REMAIN ACTIVE DURING CONSTRUCTION, SO AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED AND PROVIDED WITH BONDING BUSHINGS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 5 ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER � �� AT THE OWNER'S DISCRETION. UNLESS OTHERWISE NOTED, ALL EQUIPMENT, WIRING DEVICES, LIGHT ENGINEERING FIXTURES, CONDUIT AND WIRE IN THE PROJECT AREA SHALL BE REMOVED AND BE DISPOSED OF OR S O L U T 1 0 IN S TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. THE CONTRACTOR SHALL INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 255 S. Orange Avenue 6 THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY Suite 1600 THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN, TEMPORARY ELECTRICAL SERVICES Orlando, FL 32801 (POWER, LIGHTING, NURSE CALL.. FIRE ALARM, ETC) SHALL BE PROVIDED WHEN NEW WORK AFFECTS P 407.841.9050 SERVICES NEEDING TO REMAIN ACTIVE, IF FIRE ALARM SYSTEM CANNOT BE MAINTAINED IN THE www.tic-engineers.com CONSTRUCTION AREA, A FIRE WATCH SHALL BE PROVIDED, COA 15 7 CONTRACTOR SHALL PROVIDE MEANS OF AUTOMATIC SMOKE DETECTION VIA INSTALLED SMOKE © Copyright 2019 TLC Engineering Solutions, Inc. DETECTORS CONNECTED TO THE FACILITY FIRE ALARM SYSTEM FOR COVERAGE DURING NON- TLC Project No.: 119333 OCCUPIED PERIODS WITHIN THE CONSTRUCTION AREA, IF DESIRED, A DOCUMENTED FIRE WATCH OF THE ENTIRE AREA PERFORMED IN INCREMENTS NO GREATER THAN ONE HOUR MAY BE PERFORMED PROJECT TITLE: PROVIDED THAT IT IS DOCUMENTED IN FULL ACCORDANCE WITH NFPA 72, COORDINATE ACTIVITY IN FIELD WITH GENERAL CONTRACTOR. 8 'ETR" DENOTES EXISTING ELECTRICAL DEVICE TO REMAIN, KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 O? H ER ., G.E.N S F 'Y.9'�y V' No 66504 V • r STATE OF :��- b -C %P�V OHARA �` co O ally signed P OIDo_s.zaa2fryzo lop 1 iQQLjJG10Doisa �s'�0000H[ s. O@N C€NG'W-CM O O CHRISTOPHE (��yV ,�t� HITECTURE. O" / IrJc!FCIR ARGC�F�htNE_ C—US 202003261711cp9��'i�NA; ,`0 N Lii U z w_ J U Q U Q REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 1 - POWER SHEET ID: ED101 8 0 8 16 I PROJECT STATUS: I 777 CONSTRUCTION DOCUMENTS SCALE: 1/8" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3 4 5 2 4 5 7 C f A a M N O N L0 0 N O N N C0 9U,IT 1P IT i II I � i i I ' ,I f DRY STR — OFFICE I �I OPEN AIR BREEZEWAY t OPEN AIR BREEZEWAY I� I STAIR C I! r. I U 1 I OFFICE ELEC. I LI T� AFTER DEMOLITION OF KITCHEN, ELECTRICAL . � RECIRCUIT ANY REMAINING CIRCUITS IN DIETICIAN USE TO PANELS NLK AND NHK ENGINEERING x 1 L=4 ! MECHANICAL 1 F 1 REMOVE LANDSCAPE AND .- O I ±: 0 i rl WOODEN PLANTER CURB — I . . . .sir� L — — — —J MECH REMOVE LOUVER -- - - �e— — — — — — — — — — — — —e—-----------�, 1 REF REF FREEZERS �I. 1 I j 1 DRY I 1 ; 1 STORAGE _ ! � I I Ij i i 1 1 - ! I I L J ILIy! 1 I I I' — i I DIETARY SERVICES 1 SERVERY t i _ 1 ' SCOPE OF WORK �SUPERVISOR i �0 II 1 I' 1 i DIET ! r TOILET, I 1 1 ACE OFFICE O1 � TOILET � ,I III WOMEN R.R MEN R.R. OFFICE ELM 1 -r I CORRIDOR LEVEL 1 DEMOLITION - PHASE 2 - POWER SCALE: 1/8" = V-0" GENERAL ELECTRICAL DEMOLITION NOTES 1 ALL DEVICES SHOWN ON THIS PLAN ARE EXISTING, REFER TO SYMBOL LEGEND FOR DEVICE DESCRIPTION. 2 EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS AND FIELD INVESTIGATION. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID. FIELD CONDITIONS SHALL GOVERN. 3 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. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 4 ALL CONDUITS 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. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED AND PROVIDED WITH BONDING BUSHINGS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 5 ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. UNLESS OTHERWISE NOTED, ALL EQUIPMENT, WIRING DEVICES, LIGHT FIXTURES, CONDUIT AND WIRE IN THE PROJECT AREA SHALL BE REMOVED AND BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. THE CONTRACTOR SHALL INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 6 THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN. TEMPORARY ELECTRICAL SERVICES (POWER, LIGHTING, NURSE CALL, FIRE ALARM, ETC) SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. IF FIRE ALARM SYSTEM CANNOT BE MAINTAINED IN THE CONSTRUCTION AREA, A FIRE WATCH SHALL BE PROVIDED. 7 CONTRACTOR SHALL PROVIDE MEANS OF AUTOMATIC SMOKE DETECTION VIA INSTALLED SMOKE DETECTORS CONNECTED TO THE FACILITY FIRE ALARM SYSTEM FOR COVERAGE DURING NON - OCCUPIED PERIODS WITHIN THE CONSTRUCTION AREA. IF DESIRED, A DOCUMENTED FIRE WATCH OF THE ENTIRE AREA PERFORMED IN INCREMENTS NO GREATER THAN ONE HOUR MAY BE PERFORMED PROVIDED THAT IT IS DOCUMENTED IN FULL ACCORDANCE WITH NFPA 72. COORDINATE ACTIVITY IN FIELD WITH GENERAL CONTRACTOR. 8 "ETR" DENOTES EXISTING ELECTRICAL DEVICE TO REMAIN. RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cart. Nos. AAC001886 * IB26000956 5620 • LCC000210' GB238 TLC ENGINEERING S 0 L U T 1 0 N S® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No 119333 'IE: N, G Ti. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 %%.O p H E R O �• ', No 66504 * � � '10 N :1 ' STATE OF ' 411 •�. jY/ OEyC�ISTOP^^HERpV O`HARAt1 m •,• IN CN=CH 3E3 NJI=rglW7 eon G'ORooaoaeFs, CN=CH OTFFFFiIITT���FAGW-T IN OR ARCHITE 1 10.J ryE R G CTURE. C=US oelezozoo3:e/y b.oA'p01�� /j//11111111`` M N Lii U z w J U Q U 2 Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 2 - POWER SHEET ID: ED1 02 8 0 8 16 PROJECT STATUS: 77 1 = NIL--- CONSTRUCTION DOCUMENTS SCALE: 1l8" = 1'-0" 1 Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 2 3 4 C 1�1 a N LO 0 0 co N co NO FIRE ALARM WORK UNDER THE SCOPE OF THIS PROJECT. ALL FIRE ALARM IS EXISTING TO REMAIN OPEN COURTYARD ADDITIONAL OUTLETS TO REMAIN FOR FUTURE BREAK ROOM PROVIDE ALLOWANCE FOR DEMOLITION SCOPE TO TURN TEMP KITCHEN BACK TO DRY STORAGE - AREA OF WORK OPEN AIR BREEZEWAY r ELECTRICAL ��iwwwwaswwwwwwwwwwwwwwwww� QNHK- 3.5.7 y� NLK- 5i� NLK- b9 NLK NLK- 63 61 NLK- 55 1 t1 61 61 61 I LOCKER I" 1 I - 1 �`53 53 ! I' t A ,I K 81 NLK.-53 1 I �' NLK- 83 /' NLK- 79 53 --�' NLK-69,71 ;NLK 65,67 NLK- 73 75 i J J J REFFLq- �- y i LI FREEZER ii i CART NLK- 17 WASH NLK- 51 ;FFICE 51 1 Liu ��wwwwwwwwwwwwwwwwwwwwwwwww wwww�� it OPEN AIR BREEZEWAY STAIR „C„ !!I�_L A" , 1 1 OFFICE ELF.. I 47 I _ 1 L — — _J I I.. 1 j49 i TEMP DIETICIA ; AHU 1 ' STORAGE =0 49 NLK- 49 1 1 3 MSB ji 1 1 � 47 - �~ qP NLK- 84 V - NLK- 86 i 1 u MECH NLK- 88VINE MECHANICAL y a;. 1 1 `ri+�aiwarwww--ter. 1 REF REF FREEZERS -Q ; 1 yr 1 1 1 ® PJLK 47 = r{ 47 1 1 1 1 1 � 1 � 1 NLK- 87 LA� 11 i 87 = I �— ;I DIETARY SERVICES ;VERY )2 O NLK-1 87=�) NLK- 3 ® J NLK-5 7 87 NLK 13,15 o-�-~NLK-17,19 N LK- 21,23 EQLK- 37� J0 2 NLK- 25,27 39 .K- 7 1 NLK- 7 1 1 1 (- 29 31 33 85 �33 y33 NLK- 85 NLK- 41 O 39 EQLK- 41 EQLK- 43 .wwwwwwwwww� LEVEL 1 RENOVATION - PHASE 1 - POWER SCALE: 1/8" = 1'-0" DISHWASH ROOM CORRIDOR I ---� OFFICE OFFICE ,TOILET \ f PI L 1 WOMEN R.R. I I MEN R.R OFFICE JI GENERAL POWER PLAN NOTES 1 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT. MODIFY LAYOUT AE REQUIRED PER MANUFACTURER'S SPACE REQUIREMENTS. 2 COORDINATE FINAL LOCATIONS OF ALL DIVISION 23 EQUIPMENT IN FIELD WITH DIVISION 23. FIELD LOCATIONS SHALL DICTATE, 3 COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS AND CASEWORK. 4 REFER TO KITCHEN VENDOR DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS OF ALL EQUIPMENT, ELECTRICAL DEVICES, AND ELECTRICAL CONNECTIONS 5 ALL ELECTRICAL WORK IN PROJECT SCOPE SHALL BE NEW. NO ELECTRICAL DEVICES, CONDUIT OR WIRE SHALL BE RE USED, 6 CONTRACTOR SHALL INVESTIGATE ALL REQUIREMENTS OF EXISTING EQUIPMENT TO BE RELOCATED. PROVIDE NEW ELECTRICAL CONNECTIONS AS NECESSARY. 7 REFER TO WIRE SIZE CHART ON DETAIL SHEET FOR WIRE SIZES. POWER PLAN NOTES (CODED NOTES) 1 PROVIDE SHUNT TRIP BREAKER FOR HOOD CIRCUIT. 2 PROVIDE FIRE ALARM MONITOR MODULE TO MONITOR ANY TROUBLE SIGNAL OF ANSUL SYSTEM AT FIRE ALARM PANEL AND ANNUNCIATOR. 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 'TLC ENGINEERING s0LUTlov�R> 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Z.ephyrhills, FL 33541 Christopher V. O'Hara. P.E. Florida License #66504 .``%0lOpHER,�s����. No 66504 _* * r— 04 - ' STATE OF :•�/� O '. 4 . m v ,((�� D191tall'-*0;,4 <-Q'ii�r0P{iERV\O rI0R.Q;•'��` c OD.0.9.2i O01..1a�W109�GT�O•Q�N.4 46 15FODOOBBF5 CN=GHRISTOP �FttA�tq, p LC 1�ING FOR ARCHRECTUR .Q�T C JJ CHITECTURE. C=US )ii Date- 2020 0326 n a . ` M N W 0 O U H z w J U Q U Q REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 2019 RS&H INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 - POWER SHEET ID: E 10 1 8 0 8 16 PROJECT STATUS: CONSTRUCTION DOCUMENTS SCALE: 118" = V-0" I I Copyright's 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 2 3 a 5 I C M. A 2 a b v L0 N L0 0 N O N N NO FIRE ALARM WORK UNDER THE SCOPE OF THIS PROJECT. ALL FIRE ALARM IS EXISTING TO REMAIN OPEN COURTYARD UTILIZE SAME ELECTRICAL CONNECTIONS FROM PHASE 1 TEMPORARY UNIT OPEN AIR BREEZEWAY CU EQLK-15,17,19 CU EQLK- 9,11,13 AHU-1 ELECTRICAL ICAL I , r I I POT/ - a [DISH WASH LOCKER ® � REF I' 'I TEMP KITCHEN/ PREP FREEZER iL t] DRY STR j�OFFICE I I _ Ili P H AS E 1 )PEN AIR BREEZEWAY CONSTRUCTION ZONE COMPLETED---_-_ 1�-T - I OFFICE I �LEC 1 1 1 1 1 L TICIAN i I i I, NHK•39,41, ..iiiiiiii� NLK- 82 J 1 [ J 1 EQLK- 3 1 EQLK- 5 1 EQLK- 7 1 7 h74 fi74 1 74 d 1 Q-- 76 1 NLK- 74 NLK- 76 L i i i i i i®i i i i i i®i i1 60cglll 68 68 70 70 1 1 Ilfl NLK- 64 71 T ii ® ® SUPERVI R i 60 � 68 70 OFFICE ;520 NLK- NLK 66 NLK-68 NLK 70 NLK 78 I_ 1 EQLK- 27 EF1 1---�I 1 EQLK- 23 23 23 2233 f11{ - EF2-1 (ON 2ND FL ROOF) NLK- III 25 NHK-15,17,19 NLK-102,104,106 EQLK- 31 QLK- 33 EQLK 35 NHK- 21,23,25 I- NLK- 26 EQLK- 25 EF2-2 (ON 2ND FL ROOF) - NLK 24 EF2-3 (ON 2ND FL 25 25 ROOF) 1 34 NHK-33,35,37 NHK-27,29,31 1 NLK- 2 1 2ED= NLK-96 NLK 100 j NLK- 92,94 NLK 98 1 34 NLK-34--- NLK- 90 NLK- 22 2 9-- TOILET 20 I -- --=--- OF CE OFFICE 2 ��TT11TOILET 1 l `tr 2 - ---- i i 1 t 14, 1 WOMEN R.R. MEN R.R. EQLK- 21 OFFICE _ Lei �" o� ® 2 — II — ----- — — _ � I VEMA.-Jiiiiiiiiiiiiiiiii� T FOR NEW WASHER CORRIDOR -- r—em23 u .- . — a LEVEL 1 RENOVATION - PHASE 2 - POWER SCALE: 1/8'' = 1'-0" GENERAL POWER PLAN NOTES 1 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT. MODIFY LAYOUT AS REQUIRED PER MANUFACTURER'S SPACE REQUIREMENTS. 2 COORDINATE FINAL LOCATIONS OF ALL DIVISION 23 EQUIPMENT IN FIELD WITH DIVISION 23. FIELD LOCATIONS SHALL DICTATE. 3 COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS AND CASEWORK. 4 REFER TO KITCHEN VENDOR DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS OF ALL EQUIPMENT, ELECTRICAL DEVICES, AND ELECTRICAL CONNECTIONS 5 ALL ELECTRICAL WORK IN PROJECT SCOPE SHALL BE NEW. NO ELECTRICAL DEVICES, CONDUIT OR WIRE SHALL BE RE USED. 6 CONTRACTOR SHALL INVESTIGATE ALL REQUIREMENTS OF EXISTING EQUIPMENT TO BE RELOCATED PROVIDE NEW ELECTRICAL CONNECTIONS AS NECESSARY, 7 REFER TO WIRE SIZE CHART ON DETAIL SHEET FOR WIRE SIZES. POWER PLAN NOTES (CODED NOTES) 1 PROVIDE FIRE ALARM MONITOR MODULE TO MONITOR ANY TROUBLE SIGNAL OF ANSUL SYSTEM AT FIRE ALARM PANEL AND ANNUNCIATOR, 2 PROVIDE SHUNT TRIP BREAKER FOR HOOD CIRCUIT, CEP 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620' LCC000210 * GB238 TLC ENGINEERING S V L L 'I I U {u J 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 ,till I 0? HER O ., O' No 66504 441 Digit yy���gr�a(1 Qy CHR OPHEH POHAFiAF 44/ �. •, ``` OD.0. 91u4V E# 1yy��yy����(00(0011t A01 oss?�1 / 164 �C000FOOOOSBF5, � CN=CHR IFT`C`lyf�y3lNFjPfrR ARCHITEC d .1tmal. 6RItlQ� a\\AI\�Aii1`"'TURF, C=US Date: 2020.0 36J� � � M ��`• A � '����IIIII1111`` N Lii U F- Z w U Q U 2 Q REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 2 - POWER SHEET ID: E102 8 0 8 16 PROJECT STATUS: CONSTRUCTION DOCUMENTS SCALE: 1/8" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 3 4 5 C 0 U 0 N O E U w J w O L Y N 2 M A M co m m U O J W— W r` M N CD N O N N M ETR 0 ETR Ll ETR ETR ETR ETR Ll ETR ETR ETR F1 AREA OF WORK OPEN AIR BREEZEWAY 'I 1 TEMIAt"OT/ Al EV5 I I'1 --- I�� 1 j Al ,LOCKER! 1-- ! Al I,� 1 REF it Al _ 1 Al TEMP KITCHEN/Al �� I �EP jj 1 I 1 I ,-- FREEZER i L-- 1 ,I 1 CART 1c-- ■ r WASH DRY AAi EX OFFICE 1 ' OPEN AIR BREEZEWAY ML 10N .I I i i it 1 - 7 FT 7_� STAIR „C„ I--- -- - - I i ' EX ® 1 OFFICE ' ! t 1 Al 1 y I r x 9F i i J2 J2 - - Al i OPEN COURTYARD ELECTRICAL 1 J2 IN Al Al 1 i TEMP. �� o pq a I �TnP.,a�F II — - -- - - 1 Al _- Al Al N -- - I J2 J2 ETR ETR 11 ETR ETR ETR ETR ETR ETR Al Al 1 NiECr+ - i, MECHANICAL 1 EXTEND 1 EXISTING LIFE Al SAFETY CIRCUIT Al 1 I 1 —®—aai ms__— —_LA ETR A2 A2 REF REF 11 Al Ll 1 1 V I i Al i1 j A2 ;I 1 EX® EQHK-1 Al 1 ui 1 ETR7-7 1 I 1 1 ! 1 1 D1 01 ! - 1 I'll Di 1 li 1 D1 it ETR 1 A2 - 11 DIETARY SERVICES 1 ; I 1 DD1 �- I -- - G SERVLf, , i 1- 102 D1 1 EQHK-1 1 '1 • ETR ® A2 1 TO CONTROL A2 L_ 1 1 TO CONTROL D1 1 - . ETR A2 A2 _.I D1 D1; 1 4 ETR i o 1 D1 1 0� D1.. ;1 I CORRIDOR - LEVEL 1 RENOVATION - PHASE 1 - LIGHTING SCALE- 1 /8" = 1'-0" 2 We I'm We u -F _ 1 was as 0 a NNE NNE >io!•.-. N.E.■ i✓•iiii■ ■ ...man NNE Iola_ >•sN.:.'._. e. ■ ONE 'WINE -__...WE GENERAL LIGHTING PLAN NOTES 1 REFER TO ARCHITECTURAL CEILING PLAN FOR FINAL PLACEMENT AND LOCATION OF ALL CEILING MOUNTED LIGHT FIXTURES, 2 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL WALL MOUNTED LIGHT RS&H FIXTURES. 3 SURFACE MOUNTED RACEWAY IS NOT PERMITTED FOR INTERCONNECTION BETWEEN MULTIPLE UNDERCABINET LIGHT FIXTURES. BACKFEED ALL FIXTURES. 1715 N. Westshore Blvd., Suite 600 - - - _ - Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 ' LCC000210 ` G6238 .ITT LC ENGINEERING SOLUTIONS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 �SPHER/j0, ., \C•E N SF. .-', �• �Q No 66504 v c p*F _- n • tbTF Tf, QF '•1 Digitally yenadllyC�: RIS AR 44, to DN0,}}ll!! �C/` OID.0.9.2.�y.1 80A0[� 1//�p��p0��1097 46 %t0088F5. CN=HITECT *I�Q ARA.IUu� 11t � 0 ARCHITECT @(SQIN 6URE. C=US Date: 202003.2 eo 9A N A \�� `, i ��I/111111101% 77 N W 0 O v H z w_ J U Q U x Q REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 - LIGHTING SHEET ID: E201 8 0 8 16 PROJECT STATUS: CONSTRUCTION DOCUMENTS SCALE: 1/8" = V-0" Copyright v 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3 4 61 2 3 4 5 I C 0 A ETR OPEN COURTYARD ETR ETR E D ETR ETR E D ETR ETR 77 Ll ETR ETR E E ETR ETR LJ ETR ETR n 0 ETR ETR ETR ETR ETR ,_ETR._, S3 1111111111111111110 i OPEN AIR BREEZEWAY i EY8 I �\ -,LOCKER C A77"71L -i �I I Al Al - 21 LA i FREEZER - L Al ! I CART - WASH AlR Al OFFICE j l C3 r a PHA STAIR "C" r� -- - L01 SE 1 )PEN AIR BREEZEWAY CONSTRUCTION ZONE COMPLETED--- "i fi Al TEMP. ELECTRICAL STORAGE II 1 I I F 1 Al Al 9 MECHANICAL _ �y III ii j� — I / Al Al Al - MECH :? I i � - - •.= r .FBI Al Al -: I i 1 r _ . -_ - Al Imo' — 1 11- Y _ a= g- --- — ---- - - - 3. ETR ETR A2 1 A2 I tjI ! 1 I 1 I FREEZER REF I Al Al h 1 1 i IA1 ST ' I A2, A27 I -AF -.. - --- At-- Al At Al EX Ill -_.,i Al A1_ ETR' ICI 1 Al Al Al Al Al Al LA1.L-----.------�--� A2 aLJ ® rq ■ --- � it _ o Al _RVISOR Al Al Al Al Al Al Al ! ® [g E rJE © -J ETR A2 ' �1 DIETARY SEhVICES Al Al Al Al Al Al EQHK-1 —_ 1 SERVERY i Y) 1 a A2 Al Al Al Al Al Al j ETR ���i\�I, --L - 1 ' 1. �I ��\; Al Al Al Al 1 A2 -1 0 ' A Al Al 1 1 - 1 TRAY11_NEE' ' I I �i I S3 Al Al Al Al ETR A2 i 1 Al III LEl -I Al Al 1 Al Al Al Al LETLn 1 OF14CE OFFICE Ln ETR CONNECT a DISHWASH _ -__ LOCAL LIFEO Al Al® LET I � I ROOM SAFETY CIRCUIT _ _- ----- Al Al Al - -- — - rq Al ETR I =� Al 11 i WOMEN R.R. I MEN R.R. OFFICE ti L---------------------------------------J CORRIDOR `- - �+.JWW_ -VON"arar�- LEVEL 1 RENOVATION - PHASE 2 - LIGHTING 1 SCALE- 1/8" = 1'-0" E GENERAL LIGHTING PLAN NOTES 1 REFER TO ARCHITECTURAL CEILING PLAN FOR FINAL PLACEMENT AND LOCATION OF ALL CEILING MOUNTED LIGHT FIXTURES. 2 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL WALL MOUNTED LIGHT FIXTURES, 3 SURFACE MOUNTED RACEWAY IS NOT PERMITTED FOR INTERCONNECTION BETWEEN MULTIPLE UNDERCABINET LIGHT FIXTURES, BACKFEED ALL FIXTURES, RS&H 1715 N. Westshore Blvd.. Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620 ' LCC000210 " GB238 TLC ENGINEERING S0LUT10NSo 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 O? H E R� O Xc�� • • G...N E X/ No 66504 �¢Z_ Digitally s�yy� •I�iISTOEFl V 014AITF O F ' DN' I� 0 OID.0.9.239Cj9m0v01j11A01097900jSI13QQCQ45fe�S. CN=CHRISTZE,Q,rHAf0 (L�`INf�RIf�O F ARCHITECTURE L�NQIt•'N O Date: 2.2. Mi oL, ...•lljiCRR ,�US w 0 O U H z w_ J U Q U Q REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 2 - LIGHTING SHEET ID: E202 8 0 8 16 PROJECT STATUS: CONSTRUCTION DOCUMENTS SCALE: 1/8" = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 2 Cl 2' 5 IC C A A 0 N C:) N O N N eM LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER AND CATALOG NO. VOLTAGE LAMPS REMARKS Al 2 X 2 LED TROFFER EQUIPPED WITH SEALED AND TRIPLE GASKETED WILLIAMS #50-G-S-L43/830-S-AF12125-TG-UNV UNV LED .125" MIN, LENS THICKNESS. ALUMINUM DOOR FRAME AND LATCHES, AND INVERTED LENS, PAF OR APPROVED EQUAL A2 SAME AS "Al" BUT 2 X 4 WILLIAMS #50-G-S-L59/830-S-AF12125-TG-UNV UNV LED .125" MIN. LENS THICKNESS. OR APPROVED EQUAL D1 4" ROUND, RECESSED, LED DOWNLIGHT CLEAR ALZACK REFLECTOR, WILLIAMS #4DR-L15-8-35-DIM-UNV UNV LED SELF -TRIMMING FLANGE SELF -TRIMMING FLANGE, 1100 LUMEN, DIMMABLE OR APPROVED EQUAL ETR SAME AS "Al" BUT 2 X 4 WILLIAMS #50-G-S-L33/830-S-AF12125-TG-UNV UNV LED .125" MIN. LENS THICKNESS. OR APPROVED EQUAL EX LED EXIT SIGN, EDGE LIT, GREEN LETTERS, SINGLE FACE AS SHOWN ON BEGHELLI #CRV-HT-LR-(FACE#)-M-S-AL UNV LED PROVIDE DIRECTIONAL ARROWS AS INDICATED. DRAWINGS, UNIVERSAL WALL OR CEILING MOUNT PROVIDE WITH GREEN OR RED LETTERS TO MATCH EXISTING BUILDING SIGNS J2 4', 2 LAMP FLUORESCENT STRIP FIXTURE WITH METAL WIRE GUARD WILLIAMS #76 4 228 EB2 UNV WG7614 UNV LED LIGHTING FIXTURE SCHEDULE GENERAL NOTES 1. ALL LIGHTS SHALL HAVE A MINIMUM 85CRI, 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. 3. COORDINATE TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 4. FIXTURES IN AREAS WITHOUT CEILINGS, OR IN MECHANICAL AND ELECTRICAL ROOMS SHALL BE MOUNTED WITH 1i" X V KINDORF CHANNEL SUPPORT SUSPENDED FROM STRUCTURE WITH THREAD RODS. FIXTURES SHALL BE MOUNTED 104" A.F.F. 5. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A LENS THICKNESS OF .125 INCHES MINIMUM. 6. LED LUMEN LEVELS SHOWN ARE THE DELIVERED LUMEN LEVELS REQUIRED. 7. IF THERE IS A DISCREPANCY BETWEEN A FIXTURE DESCRIPTION AND GENERAL NOTES, AND THE CATALOG NUMBER LISTED, THE FIXTURE DESCRIPTION & GENERAL NOTES SHALL DICTATE. 8. ALL INTERIOR LIGHTS SHALL HAVE COLOR TEMPERATURE OF 3500°K. 9. ALL DIMMING DRIVERS SHALL BE CAPABLE OF DIMMING TO 1%. 10. PROVIDE INTEGRAL QUICK DISCONNECT FOR ALL DRIVERS. NHD1-4 ENGRAVED PANEL & CIRCUIT 1/16" THICK WHITE PLASTIC WITH COLORED FACE ADHESIVE BACKING CENTERED BETWEEN ALL LETTER IS 1/4" HIGH DOOR & CEILING FIRE HORN WALL MOUNTED LIGHT FIXTURES (COORDINATE WITH �(OR MAP-1 EQUIPMENT NAME ARCHITECT) CHIME) & COLORED COVERPLATE (BY BRANCH) NHD1-4 AS NOTED ON PLANS h EXIT LIGHT 80" RED: CRITICAL, LIFE SAFETY, EQUIPMENT F AFF FROM LETTERING IS WHITE BOTTOM IVORY: NORMAL BRANCH EQUIPMENT h OF DEVICE LETTERING IS BLACK SOURCE (PANEL & CIRCUIT) CENTERED OVER DOOR TYPICAL SWITCH TYPICAL SMALL EQ TAG PANELBOARD (WHERE APPLICABLE) 80" THIS TAG SHALL BE USED ON ALL HARDWIRED a DUPLEX® 901, FA PULLF) EQUIPMENT AND WHERE VISIBLE TO THE PUBLIC. STATION EXAMPLES INCLUDE: PNEUMATIC TUBE STATIONS, RECEPTACLE MED GAS ALARM PANELS, AUTOMATIC DOOR h M OPERATORS DUPLEX,*@ BRANCH PLATE AND LETTERING COLOR °o h O RECEPTACLE LIFE SAFETY YELLOW WITH BLACK LETTERING SWITCH LOCATED IN ALCOVE NHD1-4 ENGRAVED PANEL & CIRCUIT EQUIPMENT GREEN WITH WHITE LETTERING + CRITICAL ORANGE WITH WHITE LETTERING 48" °o h NORMAL BLACK WITH WHITE LETTERING 78" MAX. TO TOP DEVICE 44" 36" DUPLEX COLORED COVERPLATE (BY BRANCH) AFF RECEPTACLE AFF RED: CRITICAL, LIFE SAFETY, EQUIPMENT N M LETTERING IS WHITE IVORY: NORMAL BRANCH 18„ LETTERING IS BLACK AFF \_ TYPICAL RECEPTACLE SPECIAL POWER OUTLET FINISHED FLOOR COVERPLATES & NAMEPLATES MOUNTING HEIGHTS 2 No Scale No Scale 11.e CIRCUIT BREAKER - TECHNICAL DESIGN DATA FEEDEPUCONDUIT SIZE CKT_ BRKR_ * WIRE RATING NO. OF ** RHASE & GROUND GROUND *** CONDUIT *** CONDUIT RUNS NEUTRAL (W/ NEUTRAL) (W!O NEUTRAL) 20A 1 #12 #12 3/4" 1/2" 25A 30A 1 #10 #10 3/4" 3/4" 35A 40A 1 #8 #10 1" 1" 60A 50A 1 #S #10 1'" 11' 60A 60A 1 #6 #10 1 1/4" 1'" 65A 70A 1 #4 #8 1 1/4" 1 1/4" 85A 100A 1 #2 #6 11!2" 114' 115A DESIGN SELECTION: SQUARE D NQ PANELBOARD MAIN BREAKER: 175 AMPS POLE MAIN LUGS: AMPS K.A.I.C.: 10 AMPS SURFACE MTD: X FLUSH MTD: 3 PHASE 4 WIRE X 208V/120V 480V/277V 240V/120V Name: Project Name: Project Number: Fed From: Location: EOLK (NEW EQUP NT BRANCH) ELEC. 116A N o C T Load Name Trip Poles A B C Poles Trip Load Name C T N O 1 OTHER 20 A 1 0.0 0.0 1 20 A SPARE 2 3 OTHER 20 A 1 0.0 0.0 1 20 A SPARE 4 5 OTHER 20 A 1 0.0 0.0 1 20 A SPARE 6 7 OTHER 20 A 1 0.0 0.0 1 20 A SPARE 8 9 COOLING 20 A 3 2.8 0.0 1 20 A SPARE 10 11 -- -- -- 2.8 0.0 1 20 A SPARE 12 13 -- -- -- 2.8 0.0 1 20 A SPARE 14 15 COOLING 20 A 3 2.8 0.0 1 20 A SPARE 16 17 -- -- -- 2.8 0.0 1 20 A SPARE 18 19 -- -- -- 2.8 0.0 1 20 A SPARE 20 21 OTHER 20 A 1 0.2 1 0.0 1 20 A SPARE 22 23 RECEPTACLE 20 A 1 0.8 0.0 1 20 A SPARE 24 25 RECEPTACLE 20 A 1 0.8 0.0 1 20 A SPARE 26 27 OTHER 20 A 1 0.2 0.0 1 20 A SPARE 28 29 RECEPTACLE 20 A 1 0.2 0.0 1SPARE 30 31 RECEPTACLE 20 A 1 0.2 0.0 1 20 A SPARE 32 33 RECEPTACLE 20 A 1 0.2 0.0 1 20 A SPARE 34 35 RECEPTACLE 20 A 1 0.2 0.0 1 20 A SPARE 36 37 OTHER 20 A 1 0.2 0.0 1 20 A SPARE 38 39 RECEPTACLE 20 A 1 0.2 0.0 1 20 A SPARE 40 41 HOOD 20 A 1 0.2 0.0 1 20 A SPARE 42 43 HOOD 20 A 1 0.2 0.0 1 1 20 A SPARE 44 45 HOOD 20 A 1 0.2 0.0 1 20 A SPARE 46 47 HOOD 20 A 1 0.2 0.0 1 20 A SPARE 48 49 HOOD 20 A 1 0.2 0.0 1 20 A SPARE 50 51 HOOD 20 A 1 0.2 0.0 1 20 A SPARE 52 53 HOOD 20 A 1 0.2 0.0 1 20 A SPARE 54 55 0.0 1 20 A SPARE 56 57 0.0 1 20 A SPARE 58 59 0.0 1 20 A SPARE 60 61 0.0 1 20 A SPARE 62 63 10.0 1 20 A SPARE 64 65 0.0 1 20 A SPARE 66 67 0.0 1 20 A SPARE 68 69 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 70 71 SPARE 20 A 1 1 0.0 0.0 1 20 A SPARE 72 73 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 74 75 SPARE 20 A 1 1 0.0 0.0 1 20 A SPARE 76 77 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 178, 79 SPARE 20 A 1 0.0 0.0 1 120 A ISPARE 80 81 SPARE 20 A 1 0.0 0.0 1 1 20 A ISPARE 82 83 1 SPARE 20 A 1 0.0 0.0 1 1 20 A I SPARE 84 Phase Connected Load: Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit Notes: 7.3 kVA 6.9 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... 0.0 kVA 0.00% 0.0 kVA 2.8 kVA 100.00% 2.8 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 k-VA 0.00% 0.0 kVA 17.0 kVA 85.00% 14.5 kVA 1.8 kVA 100.00% 1.8 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 7.5 kVA Total Connected Load: 21.6 kVA Total Demand Load: 19.1 kVA Demand Amps: 53 A r! Lc NLK EXEC, EQLK NHK � � HEQHK T-NLK T-EQLK ENLARGED ELECTRICAL ROOM 3 SCALE: 1/4" =1'-0" RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620' LCC000210 ` GB238 TLC ENGINEERING S 0 L U1 1! G a ,f S 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 C Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 � O? H ER 0, ,oi .` 5. 0 �`� Q� • • � G'E N 3 • 'y,9 No 66504 =-0: 'x= -33�., STATE OF :J Digilelly sig�yl 1>Isfi3.C+ER,y oRRnR1A� P .' �`� DINCIa6J� ` CID .0923421 1I-Mi ,Cp 9005 60008BF5. C;NARCHITECTURE y ON�'Y� C R ARCHITECTURE. O-��.fy�F TUBE C=US Date 2020.03261750 AJDI j j11111, REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL DETAILS SHEET ID: E301 I PROJECT STATUS: I CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the I 2 expressed written consent of this corporation is prohibited. All rights reserved. 9 4 5 2 9 1 1 1111 111Iw11111I!" 1� IJLIII I 3 I I I I III I I 1 II' 1 Y'T 4 5 n C A a rn LID io N 0 0 N N M DESIGN SELECTION: SQUARE ' D' NF PANELBOARD Name: NHK (NEW NORMAL BRANCH) MAIN BREAKER: AMPS POLE 3 PHASE Project Name: MAIN LUGS: 250 AMPS 4 WIRE Project Number: K.A.I.C.: 65 AMPS 208V/120V Fed From: MSB (LOCATED IN CEP) SURFACE MTD: X_ X 480V/277V Location: ELEC. 116A FLUSH MTD: 240V/120V C� �- r l 0 K T Load Name Trip Poles A B C Poles Trip Load Name 1 K 0 T T T 1 !LIGHTING -HOSPITAL 20 A 1 1 0.4 1 0.0 1 20 A SPARE 22 3 .TEMP WASHER 30 A 3 1 20 A SPARE 4 5 -- -- -- 0.0 0.0 1 20 A SPARE 6 7 -- -- 0.0 0.0 1 20 A SPARE 8 9 T-NLK 20 A 3 17.7 0.0 1 20 A SPARE 10 11 -- -- -- 27.1 0.0 1 20 A SPARE 12 13 -- -- -- 26.2 0.0 1 20 A SPARE 14 15 COOLING 120 A 3 1 2.8 0.0 1 20 A SPARE 16 17 -- -- -- 2.8 0.0 1 20 A SPARE 18 19 -- -- -- 2.8 0.0 1 20 A SPARE 20 21 COOLING 20 A 3 2.8 0.0 1 20 A SPARE 22 23 -- -- 1 -- 2.8 0.0 1 20 A I SPARE 124 25 -- -- �_ 2.8 0.0 1 20 A SPARE 26 27 G COOLIN 20 A 11 3 1 2.8 0.0 1 20 A SPARE 28 29 -- 2.8 1 0.0 1 20 A SPARE 30 31 -- -- -- 2.8 0.0 1 20 A SPARE 32 33 i COOLING 20 A 3 2.8 0.0 1 20 A SPARE 34 35 -- _ .37 -- -- -- 2.8 0.0 1 20 A SPARE 38 391 AHU-3A 15 A 3 1 1 0.3 0.0 1 1 20 A SPARE 40 41 -- -- -- 0.3 0.0 1 20 A _ SPARE 42 43 ; -- -- -- 0.3 0.0 1 20 A SPARE 44 45 LIGHTING - HOSPITAL 20 A 1 0.1 0.0 1 20 A SPARE 146 47 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 48 49 SPARE 20 A 1 0.0 1, 0.0 1 20 A SPARE 50 51 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 152 153 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 54 55 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 561 57 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 581 '59 SPARE 20 A 1 0.0 0.0 1 20 A ' SPARE 601 L61 SPARE _ 20 A 1 0.0 0.0 1 20 A SPARE 62 163 SPARE 20 A 1 0.0 0.0 1 20 A 1 SPARE 64, 65 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 66 167 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 68 69 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 70 71 SPARE 20 A 1 0.0 0.0 1 20 A . SPARE 72 73 SPARE 20 A 1 0.0 0.0 1 20 A 1 SPARE 741 75 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 76 77 SPARE 20 A 1 0.0 0.0 1 20 A ! SPARE 78 79 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 80 81 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 82 83 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 84 Phase Connected Load: 38.3 kVA 29.4 kVA 38.8 kVA j CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.5 kVA 1 40.00% 0.2 kVA Receptacle 24.8 kVA 70.16% 17.4 kVA Total Connected Load: 106.5 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 93.6 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 113 A Cooling 35.0 kVA 1 85.00% 29.8 kVA Other 46.2 kVA 100.00% 46.2 kVA Elevator 0.0 kVA 0.001X 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kV� Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: SQUARE 'D' NQ PANELBOARD (3 SECTION, 42 CKT EACH) Name: NLK (NEW NORMAL BRANCH) MAIN BREAKER: 300 AMPS -POLE 3 PHASE Project Name: MAIN LUGS: AMPS 4 WIRE Project Number: K.A.I.C.: 42 AMPS X 208V/120V Fed From: NHK (XFMR T-NLK) SURFACE MTD: X 480V/277V Location: ELEC. 116A FLUSH MTD: 240V/120V NN 0 C T Load Name Trip I -- Poles A � B C Poles Trip Load Name C K T N o ... RECEPTACLE 0.2 1.2 ACLE 2 3 OTHER 20 A. 1 0.2 2.3 3 155 A BLOWER DRYER 14 15 RECEPTACLE 20 A 1 0.2 ! 2.3 -- -- -- 6 7 RECEPTACLE 20 A 1 0.8 2.3 -- -- -- 8 9 2.9 3 1 15 A DISPOSAL 110 1 11 _ 1 2.9 112 13 OTHER 20 A 2 0.1 2.9 i-- -- -- 14 15 -- -- -- 0.1 1 13.0 I 2 30 A !OTHER 16 17 OTHER 20 A 2 0.1 13.0 -- -- -- 18 19 -- -- -- 0.1 0.2 1 20 A IRECEPTACLE 20 21 23 I OTHER -- 20 A -- 2 -- 0.1 0.2 0.1 0.2 1 1 20 A 20 A OTHER JOTHER 22 24 25 1 RECEPTACLE 30 A 2 1.0 0.2 1 20 A IRECEPTACLE 26' 27 -- I -- -- 1.0 0.2 1 20 A RECEPTACLE 28 29 OTHER 20 A ; 1 0.0 0.2 1 20 A RECEPTACLE 30' 31 RECEPTACLE 120 A 1 1 0.2 0.8 1 20 A RECEPTACLE 32 33 RECEPTACLE 20 A 1 1.0 0.6 1 20 A RECEPTACLE 34 35 RECEPTACLE 20 A 1 0.2 36 37 RECEPTACLE 25 A 1 1.2 _ 38 39 RECEPTACLE 20 A 1 0.2 40 41 RECEPTACLE 20 A 1 0.2 142 43: 44 45 46 47 RECEPTACLE 20 A 1 0.8 48 49'RECEPTACLE 20 A 1 1 1.0 0.1 2 15 A _ OTHER 50 51 RECEPTACLE 20 A 1 0.8 1 0.1 -- -- -- 52 53 _ ' RECEPTACLE 20 A 1 1.0 0.1 3 20 A IOTHER 54 55 RECEPTACLE 20 A 1 0.2 1 0.1 56 f 57 RECEPTACLE 120 A 1 0.2 0.1 =_ 58 59 RECEPTACLE 20 A . 1 0.2 0.8 1 20 A RECEPTACLE 60 J 61 RECEPTACLE 20 A 1 0.8 0.2 1 20 A RECEPTACLE 62 63 RECEPTACLE 20 A 1 0.2 0.2 1 20 A RECEPTACLE 64 65 OTHER 20 A 2 0.1 0.2 1 20 A RECEPTACLE 66 67 -- -- -- 0.1 0.8 1 20 A RECEPTACLE 68 69 OTHER 20 A 2 0.1 0.8 1 20 A RECEPTACLE 70 71 -- -- -- 0.1 0.8 1 20 A RECEPTACLE 72 731 OTHER 20 A 1 2 0.1 0.8 1 20 A RECEPTACLE 174 75 -- -- -- 0.1 0.4 1 20 A RECEPTACLE 76 77 RECEPTACLE 20 A 1 0.2 0.8 1 20 A RECEPTACLE 78 F__79 OTHER 20 A 1 0.0 0.2 1 20 A OTHER 80 J 811 RECEPTACLE 20 A 1 0.2 0.0 1 1 20 A I COOLING 82 83' RECEPTACLE 20 A 1 0.2 0.2 1 20 A JOTHER 84 85 OTHER 20 A 1 0.0 0.2 1 1 20 A OTHER 86 87' OTHER j 20 A 1 1 0.0 0.2 1 20 A OTHER 88 89 SPARE 1 20 A I 1 0.0 0.2 1 20 A OTHER 90 91 SPARE 20 A 1 0.0 1.0 2 30 A RECEPTACLE 92 93 SPARE ' 20 A 1 0.0 1.0 -- -- -- 94 95 SPARE 120 A 1 0.0 0.2 1 20 A RECEPTACLE 196 97 SPARE 20 A ! 1 0.0 0.2 1 20 A RECEPTACLE 198 199 SPARE 20 A 1 0.0 0.2 1 20 A RECEPTACLE ... SPARE 'SPARE 20 A 1 20 A 1 0.0 0.7 0.0 0.7 3 -- 30 A -- RECEPTACLE -- SPARE 20 A 1 0.0 0.7 -- -- -- SPARE 20 A 1 0.0 0.2 1 25 A RECEPTACLE ... ... ISPARE 20 A 1 0.0 _::[SPARE ... SPARE 20 A 1 0.0 SPARE 20 A 1 0.0 SPARE 20 A 1 0.0 0.0 1 20 A ISPARE ! ... ... SPARE 20 A 1 0.0 0.0 1 1 20 A ' SPARE ... ISPARE 20 A 1 0.0 0.0 1 20 A SPARE SPARE 20 A 1 0.0 0.0 1 20 A SPARE ... SPARE 120 A 1 0.0 0.0 1 20 A SPARE ... SPARE 20 A 1 0.0 0.0 1 20 A SPARE Phase Connected Load: 17.7 kVA 27.1 kVA 26.2 kVA CONN. I DEMAND DEMAND LOAD... 'FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 24.8 kVA 70.16% 17.4 kVA Total Connected Load: 7 1. 0 kVA Motor 0.0 kVA 0.00% 1 0.0 kVA Total Demand Load: 63.6 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 177 A Cooling 0.0 kVA 0.00% 1 0.0 kVA Other 46.2 kVA 100.00% 1 46.2 kVA Elevator! 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA j Notes: DESIGN SELECTION: SQUARE ' D' NF PANELBOARD MAIN BREAKER: AMPS MAIN LUGS: 250 AMPS K.A.I.C.: 65 AMPS SURFACE MTD: X FLUSH MTD: Name: NHK _ (NEW NORMAL BRANCH) POLE 3 PHASE Project Name: 4 WIRE Project Number: 208V/120V Fed From: MSB (LOCATED IN CEP) X 480V/277V Location: ELEC. 116A 240V/120V N O T . C! K Load Name T Trip Poles I A B � C Poles � CIS Trip I Load Name K: T T T 1 3 I LIGHTING - HOSPITAL TEMP WASHER 20 A 30 A 1 3 0.4 0.0 0.0 0.0 1 1 20 A 20 A SPARE 2 SPARE 4 5 _ -- -- -- 0.0 0.0 1 20 A 1 SPARE 6 7 -- -- -- 0.0 0.0 1 20 A SPARE 8 9 T-NLK 20 A! 3 17.7 0.0 1 20 A SPARE 10 11 -- -- -- 27.1 0.0 1 20 A SPARE 12 13 -- -- -- 26.2 0.0 1 20 A SPARE 14 15 COOLING 20 A 3 2.8 0.0 1 20 A SPARE 16 17 -- -- -- 2.8 0.0 1 20 A SPARE 18 20 21 COOLING 20 A 3 2.8 1 0.0 1 20 A SPARE 22 23 1 2.8 0.0 1 20 A SPARE 124 25 -- -- -- -- 2.8 0.0 1 1 20 A SPARE 26 27 COOLING 20 A 3 2.8 11 20 A SPARE 128 _I 29 -- -- -- 1 2.8 0.0 1 1 20 A SPARE 30 31 -- -- -- 2.8 0.0 1 1 20 A ISPARE 132 33 COOLING 20 A 3 2.8 0.0 1 20 A I SPARE 34 35 -- -- -- 2.8 0.0 1 20 A SPARE 36 37 -- -- -- 2.8 0.0 1 20 A SPARE 381 39 AHU-3A 15 A 3 0.3 0.0 1 20 A ! SPARE 4011 44 43 -- -- -- 0.3 0.0 1 20 A SPARE 44'. 45 LIGHTING - HOSPITAL 20 A 1 0.1 0.0 1 20 A SPARE 46 47 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 48 _ ' 49 i SPARE 20 A 1 0.0 0.0 1 20 A SPARE 150 511 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 52 53 , SPARE 20 A 1 0.0 0.0 1 1 20 A SPARE 54 55 'SPARE 20 A 1 0.0 0.0 1 20 A SPARE 56 57 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 58 59 SPARE 20 A 1 0.0 0.0 1 1 20 A I SPARE 160 61 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 62 63 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 64 65 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 66 67 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 68 69 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 70 71 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 72 .73 ! SPARE 20 A 1 0.0 0.0 1 20 A SPARE ' 74 1 :1175 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 761 1 77 SPARE 20 A 1 1 0.0 0.0 1 20 A ! SPARE ! 78 79 SPARE 20 A 1 0.0 j 0.0 1 20 A SPARE 80 i 81 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 82 83 SPARE 20 A 1 0.0 0.0 1 1 20 A SPARE 84 Notes: L _ Phase Connected Load: Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit 38.3 kVA I 29.4 kVA I 38.8 kVA CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 0.5 kVA 40.00% 0.2 kVA 24.8 kVA 70.16% 17.4 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 35.0 kVA 46.2 kVA 85.00% 100.00% 29.8 kVA 46.2 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA o.okvAT 0.00% 0.0 kVA Total Connected Load: 106.5 kVA Total Demand Load: 93.6 kVA Demand Amps: 113 A RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 �TLC ENGINEERING 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 OpHER •�� V' No 66504 - STATE OF :�QJ co Digitally eO0y OF Fi TpPHER V OH,1� ,• \; DIN. c �s{i�vv -1 OID.0.9.234e • ?*g Ce1S� F��1.V95F00008BF5, CN=CHRISTO U TIC FOR 0 0 r �Ci]HEF�NIIOG ARCHITECTURE. ty LL ITECTURE, C=US I DaW 2020.03.2617: ftiCi94PP'1111 �`, M N 0 O U H Z u.l J U Q U a REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: PANEL SCHEDULES SHEET ID: E401 I PROJECT STATUS: I CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 4 5 LI I I 2 4 I - - -Rri . 5 IC r0 f� A a a L6 0 N 0 N N Cl) SPECIFICATIONS FIRE PROTECTION LEGEND FIRE PROTECTION DESIGN CRITERIA GENERAL NOTES 210100 - AUTOMATIC SPRINKLERS SYSTEMS SYMBOL DESCRIPTION THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BY ACHA FOR 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND ALL APPLICABLE STATE CODES. STAGE III CONSTRUCTION DOCUMENTS. THE LAYOUT OF THE PIPING SYSTEM COMPLETED BY 100- GENERAL PROVISIONS OR -CONTROL VALVE w/TAMPER SWITCH TLC, AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61G15-32.003 AND-32.004. 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. 1.1 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY D4 - U/G GATE VALVE ENTIRE BUILDING (EXCEPT AS NOTED): 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE OPERATING FIRE PROTECTION SYSTEM. >0 - FIRE VALVE CABINET OCCUPANCY CLASSIFICATION: LIGHT HAZARD ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY SYSTEM TYPE: WET PIPE INSTALLATION. 1.2 CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, - NEW SPRINKLER PIPING DESIGN DENSITY: .10 GPM/SQ. FT. FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, AND 24 AND HYDRAULIC REMOTE AREA: 1,500 SQ. FT. 4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO ALL LOCAL CODES HAVING JURISDICTION. _ _ __ - EXISTING SPRINKLER PIPING SPRINKLER ORIFICE SIZE: 1/2" PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION DURATION OF SUPPLY: 30 MIN. WITH OTHER TRADES. 1.3 PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE - DEMOLISHED SPRINKLER PIPING MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SQ. FT. DEPARTMENT SPECIFICATIONS AND NFPA 1963, 1998 REVISION. HOSE STREAM ALLOWANCE: 100 GPM 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO 21/2" ALLOW THE OWNER MAXIMUM USE OF THE SPACE. 1.4 UL/FM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE - PIPE SIZE UNLESS OTHERWISE NOTED ALL STORAGE MECHANICAL AND ELECTRICAL ROOMS: APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. PROTECTION SERVICE. 2112" OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I SYSTEM TYPE: WET PIPE 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND 1.5 LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF FLORIDA 3-0 -PIPE SIZE AND LENGTH DESIGN DENSITY: .15 GPM/SQ. FT. CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE CERTIFIED FIRE PROTECTION CONTRACTOR. HYDRAULIC REMOTE AREA: 1,500 SQ. FT. LISTING OF THE SPRINKLER. 1.6 ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER. -� - CONTROL VALVE W/ TAMPER SWITCH SPRINKLER ORIFICE SIZE: 1/2" DURATION OF SUPPLY: 60-90 MIN. 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT AS MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT. REQUIRED. 1.7 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE =9-I - 2-1/2" FIRE DEPARTMENT VALVE W/ CAP AND CHAIN HOSE STREAM ALLOWANCE: 250 GPM EXECUTION OF THIS WORK. 9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE DESIGN CRITERIA: INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF 1.8 CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. THE DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT MAKES THE JOIST SOLID INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT - HYDRAULIC REMOTE AREA FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE. SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE FIRE ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY PROOFING. MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION 2. FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017) 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS 1.9 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR -KEYNOTE WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF MATERIAL. THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. ® -HYDRAULIC REFERENCE NODE 1.10 PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS SHALL 11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES, ELEVATIONS, Q - REVISION REFERENCE FIRE SPRINKLER: HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS AND OTHER THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 22, OF NFPA 12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF e - CONNECT TO 13 - 2013 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM. THE MOST HYDRAULICALLY -REMOTE AREAS OF THE PROJECT. INDICATE HYDRAULIC CONTRACTOR'S SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH Q - DEMO TO AND MATERIAL DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY 13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND TABULAR AND GRAPHICAL FORMATS. HYDRAULIC IMBALANCE SHALL NOT EXCEED 0.01 GPM AT HAVING JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED 20 FEET PER SECOND. DEMONSTRATE ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN COMPLIANCE WITH THE REQUIREMENTS OF NFPA-13 REGARDING DENSITY, AREA OF ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND APPLICATION, SELECTION OF HYDRAULICALLY -REMOTE AREAS, AND MAXIMUM COVERAGE PER OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. SPRINKLER. WATER SUPPLY DATA: 14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF 1.11 COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. PIPING TO AVOID DUCTWORK, PIPING, AND BUILDING STRUCTURE. REQUIRED FOR HYDRAULIC CALCULATIONS. 15. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR 2.00 - BASIC MATERIALS AND METHODS ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7'-0" ABOVE THE FLOOR. 2.1 GENERAL: ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE USED 16. IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND 9.2.3.5.2 THAT FOR FIRE PROTECTION PIPING UNLESS SPECIFICALLY INDICATED OTHERWISE. ALL PIPING PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE PENDENT POSITION. A MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CCR) OF 1.0 OR GREATER. MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12". 2.2 PIPE: 2 INCH OR SMALLER PIPE, AND ALL THREADED PIPING SHALL BE BLACK STEEL, SCHEDULE NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO 40, ASTM A-53. 2-1/2 INCH AND LARGER PIPE MAY BE BLACK STEEL, SCHEDULE 10, ASTM A-135. ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY GENERAL FIRE PROTECTION NOTES FOR FLORIDA ADMINISTRATIVE CODE 2.3 FITTINGS: SCHEDULE 40 BLACK STEEL PIPE SHALL BE JOINED BY MECHANICAL COUPLINGS, CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL COST. THREADED OR WELDED FITTINGS; SCHEDULE 10 BLACK STEEL PIPE SHALL BE JOINED BY BRANCH DS FLORIDA HEALTHCARE PROJECTS(STAGE III : CHAPTER 61 G15-32 NOTES 18 1 IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200°F SPRINKLERS PERNFPA ZESI MIAG ER THAN THE MAINE PERMITTED. WHICH ARE AT LEASOTU2 NOM NALRPWELED IPE THREADED FITTINGS ARE ACCEPTABLE ONLY FOR PIPING 2 INCHES AND SMALLER. THE WATER -BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH a. THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE 19. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE 2.4 HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-13. NFPA 13-2013, FLORIDA ADMINISTRATIVE CODE 611315-32, AND THE STATE OF FLORIDA AGENCY PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN. INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. FOR HEALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS: 2.5 SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING TILES lo. THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING 20. PROVIDE A TEMPORARY STANDPIPE SYSTEM WITH FIRE DEPARTMENT CONNECTIONS DURING FOR SUSPENDED CEILING APPLICATIONS. 1. THESE DRAWINGS REPRESENT A COMPLETE SPRINKLER DESIGN AS REQUIRED FOR REVIEW BY OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2013 EDITION; THE CONSTRUCTION. AHCA FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH ASSOCIATED FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) AND 2.6 SPRINKLER CAGE GUARD: PROVIDE HEAD GUARDS ON ALL HEADS IN ELECTRICAL ROOMS AND HYDRAULIC CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND ALL LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. FIRE SPRINKLER CONSTRUCTION CONSIDERATIONS ON ALL HEADS LESS THAN 7'-0" ABOVE FINISHED FLOOR. ARE THE COMPLETE ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND-32.004. c. AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE 2.7 GAUGES: PROVIDE GAUGES AND GAUGE VALVES AS REQUIRED BY NFPA 13. GAUGE LOCATED ON THE CONTRACT DOCUMENTS. SCALE SHALL BE 0-300 PSI UNLESS OTHERWISE INDICATED. 2. SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND OTHER AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED d. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM THE EXISTING FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE DURING THE CONSTRUCTION 2.8 ACCESS PANELS: PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON- USE AND PROPOSED PROTECTION OF THE BUILDING PURSUANT TO FLORIDA ADMINISTRATIVE LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM. ONCE THE NEW SYSTEM IS ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. CODE 61G15-32.003 (8) AND AS OUTLINED IN NFPA 13 - 22.1 AS PRELIMINARY PLANS TO PROVIDE DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE INSTALLED, CONNECTED TO THE WATER SOURCE, IS TESTED AND ACCEPTED BY THE AHJ THE A CLEAR REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. EXISTING SYSTEM CAN BE DEMOLISHED. THE BUILDING SHALL NOT BE WITH OUT FIRE 2.9 HYDROSTATIC TESTS: ABOVE GROUND AND BELOW GROUND PIPING SYSTEMS SHALL BE CONCEPT, THE PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION SPRINKLER PROTECTION AT ANY TIME DURING CONSTRUCTION EXCEPT FOR THE TIME OF HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE, OR AT 50 PSI IN EXCESS OF INFORMATION PERTINENT TO THE SYSTEM LAYOUT AND DETAILING. e. SEE SITE PLAN FOR THE CHARACTERISTICS WATER SUPPLY PIPING. CONNECTING THE NEW SYSTEM AND DISCONNECTING THE EXISTING SYSTEM. PROVIDE 72 THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS. THE TEST HOUR NOTICE TO THE OWNER PRIOR TO SYSTEM SHUT DOWNS. COORDINATION WITH THE PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE 3. IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61 G15-32.004 (4), INSOFAR AS f. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE A HYDRANT FLOW TEST AND PERFORM OWNER PRIOR TO SHUT DOWN OF THE EXISTING FIRE SPRINKLER SYSTEM IS REQUIRED TO INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE SPRINKLER PIPING ADDITIONAL INFORMATION IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED, HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT IMPLEMENT OTHER MEANS OF FIRE SAFETY FOR THE BUILDING. SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE TLC IS RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH DOCUMENTS (WORKING PLANS). QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A APPLICABLE CODES, STANDARDS AND SOUND ENGINEERING PRINCIPLES. TEMPORARY FIRE PROTECTION: CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL g. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE 4. SHOP DRAWINGS SHALL BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION SUB- THE ALARM CIRCUIT. ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE CONTRACTOR AS FOLLOWS: ALL PHASES. SYSTEM. A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITH THE FIRE In. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS OR MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY 3.00 - FIRE PROTECTION VALVES AND ACCESSORIES WORKING PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER 61G15-32.002 AND NFPA 13 CHAPTER 22 FOR TLC REVIEW. TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC. 3.1 QUICK -RESPONSE UPRIGHT SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH UPRIGHT DEFLECTORS FOR INSTALLATION ABOVE THE BRANCH LINE WITH BRASS FINISH - B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND COMPLIANCE i. ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER CENTRAL GB-QR OR VIKING MICROFAST MODEL M. WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61 G15 AND NFPA 13. PURVEYORS REQUIREMENTS. 3.2 QUICK RESPONSE SEMI -RECESSED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION FROM THE j. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH CHROME- DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE PLANS), THE FIRE PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L. FIRE PROTECTION DRAWING INDEX PLATED FINISH - CENTRAL GB-QR OR VIKING MICROFAST MODEL M WITH MODEL F-1 PROTECTION SUBCONTRACTOR SHALL REIMBURSE TLC ENGINEERING FOR ALL LISTED AND FM APPROVED. ESCUTCHEON. ENGINEERING FEES REQUIRED TO REVISE THE ENGINEERING DOCUMENTS AND FOR SHEET DESCRIPTION ISSUED RESUBMISSION TO AHCA AND OTHER AHJ'S. FP001 GENERAL INFORMATION - FIRE PROTECTION Yes 3.3 QUICK -RESPONSE CONCEALED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH WHITE FINISH - D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS SHALL BE FP101 NEW FLOOR PLAN - PHASE 1 - FIRE PROTECTION Yes VIKING "MIRAGE" ONLY. PROVIDED FOR AHJ REVIEW AS REQUIRED FOR PERMITS. FP102 NEW FLOOR PLAN -PHASE 2 -FIRE PROTECTION Yes 3.4 SPRINKLER CAGE GUARD: PROVIDE SPRINKLER HEAD OPEN -WIRE CAGE GUARD TO PROTECT HEADS FROM INJURY. CAGE WIRE SHALL BE CADMIUM -PLATED STEEL - CENTRAL SPRINKLER GUARD A-1 OR VIKING MODEL A-1 SPRINKLER GUARD. 3.5 BUTTERFLY TYPE ISOLATION, 2-1/2 INCH AND LARGER: ISOLATION VALVES 2-1/2 INCH AND LARGER SHALL BE CAST IRON BODY BUTTERFLY VALVES WITH THE VALVE SIZE, PRESSURE RATING, MANUFACTURER AND UL AND FM CAST INTO THE BODY. VALVE SHALL HAVE BRONZE OR CAST IRON DISC, NEOPRENE DISC LINER, CAST IRON HANDWHEEL WITH DISC POSITION INDICATOR, INTEGRAL TAMPER SWITCH, 175 PSIG CWP WORKING PRESSURE, 350 PSIG CWP TEST PRESSURE, AND FLANGED OR GROOVED CONNECTIONS - GRINNELL 8000 FP OR EQUAL. 3.6 ISOLATION VALVE TAMPER SWITCH: PROVIDE AN ELECTRONIC SUPERVISORY OR TAMPER SWITCH ON EACH ISOLATION VALVE IN THE SPRINKLER SYSTEM. UNIT SHALL HAVE A RED TAMPER -PROOF COVER WHICH WILL ACTIVATE AN ALARM OR TROUBLE SIGNAL WHEN ADJUSTED. PROVIDE UNIT WITH SINGLE -POLE, NORMALLY CLOSED MICROSWITCH, MOUNTING FIRE SPRINKLER LEGEND SYMBOL ORIFICE TEMP RESPONSE K-FACTOR FINISH MODEL 1/2" 155' F QUICK 5.6 BRASS G5-56 C) 1/2" 155° F -- -- -- EXISTING X 1/2" 155' F QUICK 5.6 BRASS F1FR 0 1/2" 155° F QUICK 5.6 BRASS F1 FR 0286° 1 1/2" 1 286° F I QUICK 1 5.6 1 BRASS F1 FIR BRACKET, AND NON-RESETTABLE LOCK WITH REMOVABLE RESET KEY - SIMPLEX 2097-9035. 3.7 FLOW SWITCH: PROVIDE AN ELECTRIC FLOW SWITCH WHERE INDICATED OR REQUIRED. FLOW SHALL BE SENSED BY AN IMMERSION PADDLE, WITH AN ADJUSTABLE RETARD SETTING FROM 0 TO 70 SECONDS TO MINIMIZE FALSE ALARMS. FLOW SWITCH SHALL HAVE 2 SEPARATE SINGLE POLE, DOUBLE THROW MICROSWITCHES TO ACTIVATE A FLOW ALARM, OR TO INDICATE A TROUBLE SIGNAL IF THE FLOW SWITCH HOUSING IS TAMPERED. FLOW ALARM SHALL BE AUTOMATICALLY RESETTING. PROVIDE CLAMP -ON HOUSING TO SECURE UNIT TO PIPE, OR THREADED CONNECTION FOR TEE FITTING - POTTER ELECTRIC SIGNAL CO. VSR-S. 3.8 INSPECTOR'S TEST AND DRAIN: TEST AND DRAIN SHALL BE PROVIDED WITH INTEGRAL SIGHT GLASS, INTEGRAL 1/2 INCH TEST ORIFICE AND POSITIVE POSITIONING OF HANDLE FOR OFF, TEST AND DRAIN OPERATIONS - G/J INNOVATIONS, INC "SURE -TEST" OR AGF MANUFACTURING, INC. "TESTDRAIN". STYLE PLATE MFG CONCEALED WHITE RELIABLE PENDENT -- EXISTING UPRIGHT HEAD GUARD RELIABLE UPRIGHT NONE RELIABLE UPRIGHT NONE RELIABLE RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cent. Nos. AAC001886' IB26000956 5620' LCC000210 ` GB238 ``_TLC ENGINEERING S 0 L U T 1 0 N S® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 SEE ,`/py %%%. ��` Q�Q •' G•E�Ni--..0 No 71576o -o ' DigitallyI* led .{�� C T A T ima docvme-9 wen dectrvnKalh by(AErot� T_ s,g,w ano sealaa by".n6vldual ; namedusoV a owed Dignal `-Z Sq"aarre Prtroddcopresollh+s I O C) }('.•�`- doC:mwM are no[ consdered 1:L l• \v �� and seated and the sins i M be de W a" any eleceonc Mies o N -e11111 .25 91 •99-.qa_na,nn, LU 0 O U H Z w J U REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: JLL DESIGNED BY: JLL PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION - FIRE PROTECTION SHEET ID: FP001 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 I 0 a W 0' 0 a w Of Ll- rr rr c m L U Y N CO Q ch m m rn Cu U O J Q) N i S1 LO O N V u' O N O N In N CO expressed written consent of this corporation is prohibited. All rights reserved. A N V- CC O O O l'M N W O U H Z W_ J U a U 2 a 1 I 2 I 3 I 4 5 L Q a Lo N V 0 N 0 N tn N M -- � OPEN COURTYARD TRAVEL DISTANCE = 63'-4" 1 1 1 1 OPEN AIR BREEZEWAY r -j OPEN AIR BREEZEWAY I 'r I SLKvLKY ;I J 102 L I 1 - i C;OOKL(NI- - - - T 1,�JL I I 1 1° — 1 1 , I ER � (D T3 T 1 1"- —0 - OFICE ` `. OFFICE 1 _ — 0 l DISHWASH I v Ei 1 i- ROOM 1=--� 1 i 1 WOME 2 . MEN' ., � OFFICE _. _ O O OL---------------------------------------J O 0 CORRIDOR 2 LEVEL 1 RENOVATION - PHASE 2 - FIRE PROTECTION '\\'� SCALE: 1/8" = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 0Z. �� - - r - -E IL - rl DIETAR : VICE-, 1 1 V 1 0 FIRE PROTECTION KEYNOTES 1 REMOVE EXISTING SPRINKLER AND ARM -OVER TO NEW SPRINKLER(S) LOCATION. 2 EXISTING SPRINKLER TO REMAIN IN THIS AREA. 3 REMOVE EXISTING SPRINKLER AND PLUG OUTLET. FIRE PROTECTION NOTE: THE EXISTING FIRE PROTECTION SYSTEM SHALL BE MODIFIED TO ACCOMMODATE THE NEW CEILING AND WALL CONFIGURATIONS. COORDINATE THE EXISTING SPRINKLER SYSTEM WITH THE NEW CEILING HEIGHTS AND THE NEW MECHANICAL EQUIPMENT. 8 RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 wvvw.rsandh.com FL Cert, Nos. AAC001886' IB26000956 5620' LCC000210 * GB238 jaitA.-T LC ENGINEERING O L U i i 0 N Z:�o 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions. Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills. FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 ``%J1111lift/,// %%, LEE J p y� �� Q G•E•N 3 �' F•'• Off. �Q ..•'� No 71576 N -,TATF 0, • 441 DigltFallv wed b co c A r a nson c a 1920.03.25 = ...5liK31-04'00' N w O U z w U Q U x Q REVISIONS DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: JLL DESIGNED BY: Designer PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: NEW FLOOR PLAN PHASE 2 - FIRE PROTECTION SHEET ID: FP1 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 5 L " i -A I I I __ L I _ Id 1 L. - - __ - - 1 1 _ - I - 9 LI Ti I'll I I 1 I I R 1 2 3 4 I 5 TECHNOLOGY SYSTEMS SYMBOL LEGEND RS&H M A a CM 1P Cl) 0 0 N N co BASIC MATERIALS SYMBOL DESCRIPTION OJ JUNCTION BOX �J FLOOR MOUNTED JUNCTION BOX PEDESTAL MOUNTED JUNCTION BOX EXISTING CONDUIT ABOVE HARD CEILING _ BETWEEN CEILING BOXES CONDUIT CONCEALED ABOVE CEILING OR IN WALL CONDUIT CONCEALED IN SLAB, UNDERGROUND OR _ UNDER FLOOR - - - - - - CONDUIT EXPOSED -Q CONDUIT TURNING UP -� CONDUIT TURNING DOWN CONDUIT STUB CONDUIT CONTINUED FLEXIBLE CONDUIT I GROUND OR GROUND ROD AS NOTED O SLEEVE TURNING UP SLEEVE TURNING DOWN _ _ _ _ _ EXISTING TO BE REMOVED EXISTING TO REMAIN EXISTING AFFECTED BY THIS PROJECT __________ FUTURE NEW COMMUNICATIONS CABLE TRAY FOR HORIZONTAL CABLING. DIMENSIONS SHOWN ON DRAWINGS. E 3 RATED WALL PENETRATION SEE FLOOR PLAN AND DETAILS FOR QUANTITY AND TYPE. SECURITY SYSTEM SYMBOL DESCRIPTION FIX FIXED CCTV CAMERA DPS DOOR POSITION SWITCH CR CARD READER CK COMBINED CARD READER/KEYPAD KP KEYPAD EL ELECTRIC LATCH. EM ELECTRIC MORTISE LOCK ES ELECTRIC STRIKE. ML MAGNETIC LOCK DE DELAYED EGRESS DM DELAYED EGRESS MAGNETIC LOCK DOOR RELEASE BUTTON a REX OR ADA DOOR OPEN BUTTON I� DURESS BUTTON IS INTERCOM SUBSTATION WITH CAMERA MASTER INTERCOM STATION W/ LCD MONITOR & MI REMOTE DOOR RELEASE BUTTONS 0 REQUEST TO EXIT MOTION SENSOR OASSOCIATED DOOR DETAIL REFERENCE MON CCTV MONITOR VOICE & DATA SYSTEM SYMBOL DESCRIPTION 1 � , C X N 44 W F1 S1 ELV S1 WAP MOUNTING 2" ABOVE COUNTER OR BACK SPLASH X = MOUNTING (F)LUSH, (S)URFACE, (M)ODULAR FURNITURE ADAPTER (P)OLE, (R)ACEWAY, (D)OUBLE GANG FLUSH, (PD) PEDESTAL, (H)EADWALL N=#OF CAT6 JACKS COMMUNICATIONS "INFORMATION OUTLET" MOUNTED AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED, MODULE AND FACEPLATE DESCRIPTIONS, SEE DETAIL SHEETS. WALL TELEPHONE OUTLET. MOUNTED AT 52" ABOVE FINISHED FLOOR TO THE BOTTOM OF THE BOX. SEE DETAIL SHEETS. WALL TELEPHONE OUTLET FOR TELEPHONE ELEVATOR MACHINE ROOM. (S)URFACE MOUNTED AT 52" ABOVE FINISHED FLOOR. WIRELESS ACCESS POINT OUTLET. SEE DETAIL SHEETS FOR MOUNTING DETAILS. QUANTITY AND LOCATIONS ARE APPROXIMATE, CONTRACTOR TO COORDINATE WITH WLAN VENDOR ACTUAL QUANTITY AND LOCATIONS BASED ON SIGNAL SURVEY. SIGNAL SURVEY BY WLAN VENDOR. BISCUIT JACK OUTLET MOUNTED ABOVE CEILING. APPROXIMATE LOCATION OF CORNING ONE DAS ANTENNA, + 2 FEET ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR INSTALLED. APPROXIMATE LOCATION OF PUBLIC SAFETY LEGACY DAS ANTENNA, + 2 FEET, ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR INSTALLED. COMBINED VOICE/DATA/POWER OUTLET IN POKE-THRU. CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 16. "N" IS THE NUMBER OF CAT 6 JACKS. COMBINED VOICE/DATA/AUDIONISUAL/POWER OUTLET IN POKE- THRU. CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 16. N IS THE NUMBER OF CAT 6 JACKS, SEE AV DETAILS FOR AV CONNECTION REQUIREMENTS. TELEVISION OUTLET - FLUSH MOUNTED. (1) COAX RG-6 AND (1) CAT6 UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL. TELEVISION OUTLET - CEILING MOUNTED. (1) COAX RG-6 AND (1) CAT6 UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL. 3/4" PLYWOOD BACKBOARD. BY DIVISION 16 F -1 T -19" EQUIPMENT RACK L_ T TELECOMM PANEL NOTES: 1. CONTRACTOR TO REMOVE ALL EXISTING LOW VOLTAGE CABLES NOT TO BE REUSED. E.G. ALL EXISTING UTP 4 PAIR CABLES. NO ABANDONED CABLES SHALL BE LEFT IN THE PROJECT AREA 2. OUTLET QUANTITY AND CONFIGURATION SHALL BE PER THESE DRAWINGS. FOR LOCATION RELATIVE TO CASE WORK AND EQUIPMENT REFER TO ARCHITECTURAL ELEVATIONS. 3. WIRE ACCESS POINTS (WAP) SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE STRUCTURED CABLING CONTRACTOR. PAGING AND BACKGROUND MUSIC SYSTEM OCEILING MOUNTED SPEAKER - X-Y X-Y: X DENOTES FLOOR Y DENOTES SUBZONE WALL MOUNTED SPEAKER - X-Y X-Y: X DENOTES FLOOR Y DENOTES SUBZONE VC CEILING SPEAKER VOLUME CONTROL NOTES: 1. AUDIO/VISUAL DEVICES AND EQUIPMENT ARE SHOWN FOR REFERENCE ONLY AND WILL BE PROVIDED BY THE OWNER. 2. THE RACEWAY SYSTEMS NOTED FOR THE AV EQUIPMENT INSTALLATION SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND INSTALLED PER DIVISION 27 SPECIFICATIONS. 3. SPEAKERS AND CABLING SHALL BE PROVIDED BY THE STRUCTURED CABLING CONTRACTOR. NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. TECHNOLOGY NOTES 1. PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 2. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110, COORDINATE EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES. 3. IF AN OUTLET BOX IS REQUIRED TO BE LOCATED IN AN ASSEMBLY OR PARTITION RATED AS "FIRE/SMOKE" OR "SMOKE" OR IDENTIFIED AS EITHER "FIRE/SMOKE" OR "SMOKE", THEN ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. THE OUTLET BOX SHALL BE METALLIC. B. THE OUTLET BOX OPENINGS SHALL OCCUR ONLY ON ONE SIDE OF THE FRAMING SPACE. C. THE OUTLET BOX OPENINGS SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN THE OUTLET BOX AND THE WALL BOARD MATERIAL SHALL BE COMPLETELY SEALED WITH APPROVED MATERIALS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS FOR THE PROJECT. E. PROVIDE A SUPPLEMENTAL BARRIER AROUND OUTLETS LARGER THAN 16 INCHES SO THAT THE ORIGINAL RATING OF THE PENETRATION IS MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE OUTLET BOX SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. THE OUTLET BOX SHALL BE SEPARATED FROM OPENINGS ON THE OPPOSITE SIDE OF THE RATED PARTITION BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. H. THE OUTLET BOX SHALL BE SECURELY FASTENED TO A PARTITION FRAMING MEMBER BY MEANS OF AN APPROVED ATTACHMENT METHOD. I. OPENINGS CUT INTO THE WALL BOARD MATERIAL SHALL NOT EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. 4. LOCATION OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE EXACT EQUIPMENT LOCATION AND CONNECTION REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO INSTALLATION. 5. FOR EXACT LOCATION OF CEILING MOUNTED EQUIPMENT REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. LOCATIONS OF EQUIPMENT NOT INCLUDED ON THE REFLECTED CEILING PLAN SHALL BE COORDINATED WITH THOSE ITEMS SHOWN. COORDINATION OF CEILING MOUNTED EQUIPMENT SHALL BE PRIOR TO ANY ROUGH -IN. NOTIFY ENGINEER OF ANY DISCREPANCY. 6. PROVIDE FINAL CONNECTIONS TO OWNER -PROVIDED EQUIPMENT WHERE INDICATED ON THE PLAN DRAWINGS 7. PRIOR TO ROUGH -IN AND INSTALLATION OF ANY FLOOR -MOUNTED DEVICE, VERIFY LOCATION WITH THE OWNER AND ARCHITECT. 8. VERIFY AND COORDINATE THE LOCATION OF REQUIRED DIVISION 27 OUTLETS WITH OTHER TRADE DRAWINGS AND OWNER PROVIDED EQUIPMENT. VOICE/DATA OUTLETS SHALL BE ADJACENT TO AN ELECTRICAL OUTLET. 9. EACH TELEVISION OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1) ONE INCH CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING OR TO AN ACCESSIBLE CABLE TRAY WHERE PROVIDED. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE AS PER SPECIFICATION SECTION 270528. 10. THE DESIGNATION "N.►.C." SHALL DENOTE ITEMS, WHICH ARE "NOT IN CONTRACT". 11. THE DESIGNATION "U.S.C." SHALL DENOTE ITEMS, WHICH ARE "UNDER SEPARATE CONTRACT'. 12. THE DESIGNATION "F.B.O." SHALL DENOTE ITEMS, WHICH ARE "FURNISHED BY OTHERS". 13. THE DESIGNATION "O.F.E." SHALL DENOTE ITEMS, WHICH ARE "OWNER FURNISHED EQUIPMENT'. 14. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION FOR THE INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. RACEWAY INSTALLATION SHALL COMPLY WITH DIVISION 27 SPECIFICATIONS. 15. THE SYMBOL LEGEND SHOWN ON THIS SHEET ARE ALL INCLUSIVE, SYMBOLS INCLUDED IN THE LEGENDS MAY OR MAY NOT BE USED IN THESE PROJECT DRAWINGS. 16. EACH VOICE/DATA OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1)1" CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE PER SPECIFICATIONS SECTIONS 270528. 17. EACH FLOOR MOUNTED VOICE/DATA OUTLET SHALL HAVE A SINGLE GANG SPACE WITHIN THE FLOOR BOX AND (NUMBER OF 1" CONDUITS SHOWN ON THE DRAWINGS) V CONDUITS CONCEALED IN SLAB STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE PER SPECIFICATIONS SECTIONS 270528. 18. ALL BONDING AND GROUNDING ELEMENTS UTILIZED FOR STRUCTURED CABLING SYSTEM SHALL BE IN COMPLIANCE WITH SPECIFICATION SECTION 270526. 19. INSTALLATION OF CATEGORY 6 UTP CABLE, COAX CABLE AND FIBER OPTICS CABLE SHALL BE IN COMPLIANCE WITH SPECIFICATION SECTION 271000. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL LOST. 20. FOR SPACES WITH HARD CEILING PROVIDE CONDUIT FROM THE JUNCTION BOX SHALL BE CONTINUOUS TO THE CORRIDOR CABLE TRAY, OPERATING ROOMS FOR EXAMPLE. 21. STRUCTURED CABLING FOR VOICE/DATA SERVICES WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL CONTRACTOR. 22. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 CABLING SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR WITH THE EXCEPTION OF INCIDENTAL SLEEVES AND THE RACKS AND LADDER RACK WITHIN THE TELECOMMUNICATIONS ROOM. THESE RACEWAY SYSTEMS SHALL BE INSTALLED PER DIVISION 27 SPECIFICATIONS. SECURITY NOTES 1. ALL DOUBLE DOORS ARE TO RECEIVE (1) DOOR POSITION SWITCH ON EACH DOOR LEAF AND SHALL REPORT AS ONE ALARM POINT. 2. ALL 120V POWER WIRING SHALL BE INSTALLED IN A SEPARATE CONDUIT. 3. ALL CONDUIT ABOVE GRADE SHALL BE METALLIC. 4. ALL CONDUIT, WIRING, AND ASSOCIATED BACK BOXES SHALL BE FULLY CONCEALED WITHIN WALLS, FLOORS, AND CEILINGS. 5. INSTALLATION OF CATEGORY 6 UTP CABLE SHALL BE IN ACCORDANCE WITH EIA/TIA GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR. A. THE MAXIMUM PULLING TENSION SHALL NOT EXCEED 25 POUNDS TO AVOID STRETCHING THE CONDUCTORS. B. THE MINIMUM BENDING RADIUS OF THE CABLE SHALL NOT BE LESS THAN 4X THE OUTSIDE DIAMETER OF THE CABLE. C. THE CABLE SHALL BE INSTALLED WITHOUT KINKS OR TWISTS AND THE APPLICATION OF CABLE TIES SHALL NOT DEFORM THE CABLE BUNDLE. D. STRIP BACK ONLY AS MUCH CABLE JACKET AS IS REQUIRED TO TERMINATE THE CABLE AND THE AMOUNT OF UNTWISTING IN A PAIR AS A RESULT OF THE TERMINATION SHALL NOT EXCEED 0.5 IN. 6. INSTALLATION OF FIBER OPTIC CABLES SHALL BE IN ACCORDANCE WITH EIA/TIA GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR. A. THE BEND RADIUS FOR INTRABUILDING 2 AND 4-FIBER HORIZONTAL OPTICAL FIBER CABLE SHALL NOT BE LESS THAN 1 IN UNDER NO-LOAD CONDITIONS. WHEN UNDER A MAXIMUM TENSILE LOAD OF 50 LBF, THE BEND RADIUS SHALL NOT BE LESS THAN 2 IN. B. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE LESS THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE CABLE OUTSIDE DIAMETER UNDER NO-LOAD CONDITIONS AND NOT LESS THAN 15 TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS UNDER TENSILE LOAD. C. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE LESS THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE CABLE OUTSIDE DIAMETER NO-LOAD CONDITIONS AND NOT LESS THAN 20 TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS UNDER A TENSILE LOAD UP TO THE RATING OF THE CABLE, USUALLY 600 LBF. 7. COORDINATE LOCATION OF ALL FIRE RATED PENETRATIONS PRIOR TO PROCEEDING WITH INSTALLATION. ALL PENETRATIONS THROUGH FIRE RATED BARRIERS SHALL BE COMPLETELY SEALED WITH APPROPRIATE FIRE STOP MATERIAL IN ACCORDANCE WITH NFPA AND FIRE AUTHORITY HAVING JURISDICTION. 8. ALL SECURITY PRODUCTS AND SYSTEMS SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY 9. ALL INTERCOM PRODUCTS SHALL BE LISTED BY A NATIONALLY RECOGNIZED LISTING LABORATORY. 10. ACCESS CONTROL EQUIPMENT AND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL CONTRACTOR. 11. CCTV CAMERAS AND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL CONTRACTOR. 12. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION FOR THE INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. RACEWAY INSTALLATION SHALL COMPLY WITH DIVISION 27 SPECIFICATIONS. TECHNOLOGY DRAWING INDEX SHEET DESCRIPTION ISSUED T001 GENERAL INFORMATION - TECHNOLOGY Yes TD101 LEVEL 1 DEMOLITION PLAN - PHASE 1 - TECHNOLOGY Yes TD102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - TECHNOLOGY Yes T101 LEVEL 1 RENOVATION PLAN - PHASE 1 - TECHNOLOGY Yes T102 LEVEL 1 RENOVATION PLAN - PHASE 2 - TECHNOLOGY Yes T201 TECHNOLOGY - DETAILS Yes T202 TECHNOLOGY - DETAILS Yes 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 'TLC ENGINEERING S 0 L U T 10 N So 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 �`% OpHEIR������ii O .� No 66504 O: STATE OF :4 I�v 9234219200�rU1E000088FS. OPER�p S OR HRIST TECTURE. O=TLC EN pa ECTURE, C=US 2020 03.26 1 T51:51-04'00' REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION TECHNOLOGY SHEET ID: T001 I PROJECT STATUS: I CONSTRUCTION DOCUMENTS A N mr 0 0 O M N W G 0 U H Z uu J U U a Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. I 4 5 1 2 3 I 4 5 171 C I 17 A Q 0 N It to 0 N a N N (M NOTE: THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY OPEN COURTYARD C11 LEtys' III 1 1 \LOCKER !� 1 — i iIIL_ !� F � 1 j 1 REF r d BAKERY I 1--14\ AREA OF WORK •++ r\� — —71 I 1 l I_ j\ X/ I I `�` IFIR�EZER C/ >_< - DRY STIR I ; f1 OFFICE 1 I 1 OPEN AIR BREEZEWAY OPEN AIR BREEZEWAY j ELECTRICAL II i MECHANICAL LJ STAIR "C"t1 I;I , ro X� I I , OFFICE --- ----�� V_ I I I X�I _\U(r -� I� 77 IL l `�I I177 I/X�I/ R. IXII IIXIIXIIXI IXI115 iH14, 11 I TEMP. 1 ,_ STORAGE Sri I� �J OFFICE 1 xfi 1 \ �' MECHANICAL an iiiii.- 71 I FREEZERS I DIETICIANS i t ; I Ii i 1 1 — - J;- III I I I -�� DIETARY SERVICES I 77 --- _ F-11 I �A ;I I�HWASI' O ` H ROOM I f CORRIDOR _ ---' OFFICE I TOILET WOMEN R.R. i MEN R.R. A - LI - J; n LEVEL 1 DEMOLITION - PHASE 1 - TECHNOLOGY 1 sCAI F- 1/8" = 1'-0" OFFICE GENERAL DEMOLITION NOTES: 1. DURING THE EXECUTION OF THE WORK. ALL REQUIRED RELOCATION, REROUTING, ETC... OF EXISTING CABLING, EQUIPMENT AND SYSTEMS IN THE EXISTING BUILDING AREAS WHERE THE WORK IS REQUIRED, SHALL BE PERFORMED BY THE CONTRACTOR, AS REQUIRED BY JOB CONDITIONS TO FACILITATE THE INSTALLATION OF THE NEW SYSTEMS. THE OWNER SHALL REQUIRE CONTINUOUS OPERATION OF THE EXISTING SYSTEMS, WHILE DEMOLITION, RELOCATION WORK OR NEW TIE-INS ARE PERFORMED. 2. PRIOR TO ANY DEACTIVATION AND RELOCATION OR DEMOLITION WORK, ARRANGE A CONFERENCE WITH ARCHITECT AND THE OWNER'S REPRESENTATIVE IN THE FIELD TO INSPECT EACH OF THE ITEMS TO BE DEACTIVATED, REMOVED OR RELOCATED. CARE SHALL BE TAKEN TO PROTECT ALL EQUIPMENT DESIGNATION TO BE RELOCATED AND REUSED OR TO REMAIN IN OPERATION AND BE INTEGRATED WITH THE NEW SYSTEMS. 3. ALL DEACTIVATION, RELOCATION, AND TEMPORARY TIE-INS SHALL BE PROVIDED BY THE CONTRACTOR. ALL DEMOLITION. REMOVAL AND THE LEGAL DISPOSAL OF DEMOLISHED MATERIALS OF SYSTEM DESIGNATED TO BE DEMOLISHED SHALL BE PROVIDED BY THE CONTRACTOR. 4. ALL EXISTING VOICE/DATA CABLES AND CONNECTING HARDWARE NOT TO BE USED AFTER THE NEW INSTALLATION IS COMPLETE AND WITHIN THE AREAS WHERE WORK IS REQUIRED AS PART OF THE PROJECT SHALL BE REMOVED BY THE SCS CONTRACTOR. ALL EXISTING CABLES TO BE LEFT FOR FUTURE USE IF INDICATED BY THE OWNER SHALL BE TAGGED FOR THAT PURPOSE. 5. THE OWNER RESERVES THE RIGHT TO INSPECT THE MATERIAL SCHEDULED FOR REMOVAL AND SALVAGE ANY ITEMS HE DEEMS USABLE AS SPARE PARTS, 6. THE CONTRACTOR SHALL PERFORM ALL WORK IN PHASES AS DIRECTED BY THE OWNER/ARCHITECTURAL PHASING PLAN TO ACCOMPLISH THE PROJECT PROGRESS SCHEDULE, DEMOLITION PLAN NOTES: 1 ■ RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 ` LCC000210' GB238 TLC ENGINEERING Si. LU I IUt,Jv® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 0� \OPHERt'�'% G•E�N • y '. :`.�Q,'•�-� Scc•,'per 0' No 66504 a: . O�'. . S TAT E O F ' V✓ 4 : m .•'�� `F Dg!;y. 1;.N't,6,4DPHEa DN o�H1'Vtel oON C09 21T'�W.o OOOO6BF5. cO Gyoa ID�-7Q0,0, �` ,fr1N=CHHaCe �CruREc=usARTET " Date 2020.03264.4�yjl M 1v� Lii O U z w U Q U a REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 1 - TECHNOLOGY SHEET ID: KEY PLAN - I TD101 -- 8 0 8 16 I PROJECT STATUS: SCALE: 1/8" = 1'-0" CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 1 4 1 5 2 3 4 5 I 0 I A fli DI REMOVE LANDSCAPE AND WOODEN PLANTER CURB REMOVE LOUVER C III ill it III OPEN AIR BREEZEWAY > r 7!EMP. POT/ DISH WASH L 1 L_ __J Xk _J STAIR "C" o� /77 I X 11 X 11 X ix X� ELECTRICAL I. T 7 7 V 11 I X 11 X 11 X X 4 L-A I I F 7 MECHANICAL >.< >< L 'AL, — A_ VV MECH T. ion 7NOW REF REF FREEZERS DRY STORAGE OPEN AIR BREEZEWAY SUPERVISOR L J1 T --- �� 1 / (�� \, — - !/ i� DIET F 11 N, L r F if 1-rt71 -- ----- TOILET/ DISHWSH Fg1 ' JT�I � - ROOM LL IIXOFICE OFFICE �j�I I; \TOILET` _J r WOMEN R.R. MEN R.R. U OFFICE L\ 0 F—] L CORRIDOR Ili III II I I - I — 7 [ F X irJ X DIETARY SERVICES SERVERY 1-102 II 1 —7 L -1 I 11 -TLC ENGINEERING S 0 L U T 1 0 N S 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 (D Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara. P.E. Florida License #66504 op H Eq 0 No 66504 7; Z C14 STATE OF -J co ,0. C) D,git, Ily MDM &Ig�CH11 Eet OR :URE.O=TLEVIVIIIU TE TURE C-S C14 F0326 ,­ 17 52 56-04'00 Lii 0 0 z _J 0 REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226-000 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 2 - TECHNOLOGY SHEET ID: TD 102 Copyright '-,' 2018 This drawing is an instrument of service and property of RS&H Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. LEVEL 1 DEMOLITION - PHASE 2 - TECHNOLOGY SCALE- 1/8" = 1'-0'' 2 3 4 8 0 8 16 1 PROJECT STATUS: — CONSTRUCTION DOCUMENTS SCALE: 1/8" = V-0" I I 5 2 3 4 5 D 11 1". A li II it AREA OF WORK II II OPEN COURTYARD WP AL F 1 @CEILING MOUNTED MONITOR F 1 EJ SERVERY 1-102 F 1 @CEILING MOUNTED MONITOR F 1 aD 00 @CEILING MOUNTED MONITOR L F1 t i ppp T LEVEL 1 RENOVATION - PHASE 1 - TECHNOLOGY 11 /Y III EKj I IN\ mt, I'lu I I WASH F---- - - -4,-CLOCKER REF TEMP KITCHEN/ V REP FREEZER X\� DRY STR OFFICE 1z OPEN AIR BREEZEWAY OPEN AIR BREEZEWAY MECHANICAL L Pill 4­ DIETARY SERVICES F F—=� 'TO�T� - CORRIDOR -F DIETICIAN I I ++ -3- II )RY J, ZA\ z I I , mi-4 OFFICE II I OFFICE —kl - KEY PLAN RS&H 1715 N. Westshore Blvd., Suite 600 Tampa,, Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001 886 * 1626000956 5620 * LCC00021 0 * G B238 TLC ENGINEERING S O L U VIC) N '--1 R 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 9 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zlephyl-hills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 OPHER 01 E N** S" No 66504 x z STATE OF 41J A, Digitally DN: B FEE 010.0.9.2342.192r� q, 0, 0".. t coo 0, "t r.W • .0 ";�V' R ARCHITECTURE T LE I C TURE, C=LIS 7� 52�02_! 0 Date: 2020,03,26-52,02 0. REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504-0226-000 (-cl 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 - TECHNOLOGY SHEET ID: T101 8 0 8 16 PROJECT STATUS: CONSTRUCTION DOCUMENTS SCALE: 1/8" = 1'-0" I I a_ -I Copyright @ 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. SCALE- 1/8" = I'-0" KA 3 4 11 D I CI BI AI Q CD 0 v Lo CD N O N (D N EF-1 OPEN COURTYARD o T F� I I L IWi7 OPEN AIR BREEZEWAY ELECTRICAL MECHANICAL i DIETARY SERVICES _HEMP. PGi>TL_-_� DISH WASH I I , EU11 u� L TEMP KITCHEN/ PREP PHASE 1 CONSTRUCTION ZONE C O M P L E T E D /,/rC�!�// IIIIIIIIIIIIIIII` ;111111111111111111 nmunmm� uunuumw 1 1 1 FF —' � i TOILET 1 1 - OF4CE OFFICE 1 DISHWASH a TOILET ' I 1 ROOM ' -- __ ------- '11---i-- 1 WOMEN R.R. MEN R.R.� OFFICE o CORRIDOR LEVEL 1 RENOVATION - PHASE 2 - TECHNOLOGY 1 SCALE: 1/8" = 1'4' 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 * LCC000210' GB238 TLC ENGINEERING SOLUTIONSo 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 776alX6211111till" KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara. P.E. Florida License #66504 OP H ER������ii C)' . No 66504 _�• * �= 441 ♦ �ZTATE Digaally &Atos- c-cr�a sa;Ea� c<pQcT CNCHRIST J RTOE ItEPA Ii, CARCHITET.EtT Date 2020 03 26 1/ 1 • ..... • . ` tJ' .,��3''0 N A' �1% N Lii U z _w J U Q U a REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 2 - TECHNOLOGY SHEET ID: Ti ng 8 0 8 16 PROJECT STATUS: CONSTRUCTION DOCUMENTS SCALE: 1/8" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the 2 3 4 I 5 expressed written consent of this corporation is prohibited. All rights reserved. 1 3 4 5 F u C B A 1 nnn e1 innnnro TYPICAL OUTLET MOUNTED IN CASEWORK No Scale U DETAIL NOT OWALL ASSEMBLY THE 1, 2, 3, OR 4 HOUR FIRE RATED GYPSUM WALLBOARD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. F4 1 T201 RJ45 CAT6 JACK MODULES MX6-20 UTP CAT 6 CABLES FROM TR. COMMSCOPE SYSTIMAX CAT6 (BLUE) (1) PER JACK Al I ABC A2 SINGLE GANG FACEPLATE FRAME - 4 PORT SIEMON #MX-FP-S-04-20 A3 ABC I A4 OUTLET DESIGNATOR SELF ADHESIVE LABELS ABC INDICATES THE COMM ROOM (TR) NUMBER Al INDICATES THE FIRST PATCH PANEL (A) AND PORT 1 ON THE PATCH PANEL .... A2 IS THE SECOND PORT, ETC. FOR THE OTHER OUTLET TYPES PROVIDE AS FOLLOWS OUTLET TYPE FACE PLATE # OF RJ45 CAT6 JACKS FOR DATA OR VOICE F2 SINGLE 2 F3 SINGLE 3 F1 SINGLE 1 5 WALL MOUNTED OUTLET - VOICE/ DATA No Scale OCONDUIT - NOM 4" DIAMETER OR SMALLER STEEL ELECTRICAL METALLIC TUBING. A MAXIMUM OF ONE CONDUIT IS PERMITTED IN THE FIRE STOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. O3 FILL VOID OR CAVITY MATERIAL - CAULK FILL MATERIAL BEARING THE UL CLASSIFICATION MARKING INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN, 1/4" DIAMETER BEAD OF CAULK APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRE STOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRE STOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAXIMUM CONDUIT DIAMETER IN INCHES ANNULAR SPACE IN INCHES FIRE RATING IN HOURS T RATING IN HOURS 1 0 TO 3/16 1 OR 2 0, 1 OR 2 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0 TO 1-1/2 1 OR 2 0 6 1/4 TO 1/2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 CONDUIT PENETRATION OR FIRE WALL No Scale CAT6/CAT6A ANGLED PATCH PANEL COMMSCOPE - M480OA-1 U-GS L^1 J L2^J L3^,J �,4^J L5^,j L8^J 7 L^8 99L�10J7 111J C1 'L2255J L226 L2277, L2288J L2299J 30 L3311,J 32 33-3-J7 L344J 3355J L3366, NOTES: O PATCH PANELS WILL BE # A,B,C, ETC. FOR THE NUMBER OF PANEL REQUIRED PER RACK. O PORT NUMBER IN PATCH PANEL, USE DYMO OR EQUAL 6 PATCH PANEL No Scale LU L1155J L1166J L1177J V V V V 37 L3388J L3399J L4400, L4411J L4422J V V V V V 1 T201 L1199J L2200J L2211J L2222J L2233J L2244J L4433J L4444J 45 L4466J L4477J L4488J PAIR3 P�2 PA1 P�4 1 2 3 4 5 6 7 8 W-0 0 W-G BL W-BL G W-BR BR JACK POSITIONS EIA T568B MODULAR JACK WIRING (FRONT VIEW) 3 MODULAR JACK WIRING DETAIL No Scale 1 T201 W F1 (1) UTP 4 PAIR CAT6 CABLE TO TR. COMMSCOPE SYSTIMAX CAT6 (BLUE) O TR#-PP# PORT# ROOM # O TELEPHONE WALL PLATE CP TECHNOLOGIES #630A-6C. OR EQUAL OUTLET DESIGNATOR SELF ADHESIVE LABELS TR #: TR WHERE OUTLET IS CONNECTED TO PP #: PATCH PANEL OR WIRING BLOCK NUMBER IN TR PORT #: PORT # ON PATCH PANEL ROOM #: ROOM ID WHERE OUTLET IS LOCATED 4 WALL PHONE OUTLET -WIF1 No Scale RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLC ENGINEERING S 0 L U T 1 U N S® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE, PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 Op H ER , :.�Q�•.��C E NSA y99•, No 66504 •• �_ �44J �•• STATE OF O '• ' co .��_T' .o /-�, G� df,� o '✓4I,GPRAIRAfiA �I DN. ' v OID.O 7�1 1 QQ109 1�+�. 4C095F000089F5, CN=C ISitJyF;E yUkSL ERING FOR ARCHIT20,03AL�.a�'1 I Ii�lq ARCNITECTURE� C_US Date: 2020.03.26 � 7 5 CO) N W M 0 U I-- Z W J U Q t� Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: TECHNOLOGY DETAILS SHEET ID: T201 Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. i<3 4 5 I PROJECT STATUS: I CONSTRUCTION DOCUMENTS 1 I 2 3 4 I RS&H n C B A 0 Lo 0 N O N 0 N co ° v u u Q d d d d d 4 ° ° Q ° d 4d d ° °d d d FLOOR ABOVE DECK ABOVE SPEAKER WIRE 16 AWG CEILING TILE WIRE LOOP SUPPORTS p D Dp D p p pD SEISMIC ATTACHMENT pp D D p pp ppp pD Dp p p D D CONCRETE ANCHOR ROOF DECK CLAMP BAR JOIST BOGEN #CSD2X2VR ARLINGTON CAT 6 SERIES LOOP SUPPORTS CEILING TEE'S CEILING ACCESS TO VOLUME CONTROL NOTES: 1. SPEAKER PART NUMBER INCLUDES SPEAKER, OBACKBOX, GRILL AND MOUNTING HARDWARE. S 2. SPEAKER SHALL BE SUPPORTED FROM THE CEILING GRID SYSTEM, NOT THE CEILING TILE. SPEAKER - CEILING MOUNTED CABLE HANGER No Scale No Scale WALL MOUNTED BOX WITH CAT6 CONNECTION MODULE, SIEMON MX-SM1 WITH MX6-20 ° V d d d d ° d ° a ° d 4 d ° ° d a d SURFACE MOUNTED SURFACE MOUNTED BOX BOX SIEMON MX-SM1 d SIEMON MX-SM1 SLAB WITH MX6-20 WITH MX6-20 WIRE SHALL BE SUPPORTED LCONCRETE FROM LOOP SUPPORTS n ° a °a ° " a a a ae ° a a DECK ABOVE �CAT6A TO CAT6A TO CAT6 UTP, COMM COMM ROOM 4 PAIR CABLE ROOM CAT6A PATCH CORD CAT6A PATCH CORD CEILING TILE WIRE SECURE SECONDARY SUPPORT CABLE FROM BUILDING STRUCTURE ACCESSIBLE CEILING OWNER FURNISHED, INSTALLED BY SECURITY CONTRACTOR SUPPORT BOX TERRA VENTEV ENCLOSURE SECONDARY SUPPORT TAB -WAVE ACCESS POINT ACCESS POINT FRONT VIEW SIDE VIEW WALL 7711 ihWAP *S1 GRID SUPPORT PROVIDED NOTES: CEILING TEE'S BY SCS CONTRACTOR 1.ACCESS POINTS AND PATCH CORDS ARE NOT IN LAY IN CEILING TILE CONTRACT, PROVIDED BY OWNER INSTALLED BY STRUCTURED CABLING CONTRACTOR. NOTES: OWNER FURNISHED, INSTALLED BY SECURITY CONTRACTOR 2. ACCESS POINT SHALL BE INSTALLED IN VENTEV 1. CAMERA SHALL BE SUPPORTED FROM THE ENCLOSURE BY TERRA -WAVE #TW-CTEN-2X2-1142U CEILING GRID SYSTEM, NOT THE CEILING TILE. WHERE POSSIBLE. PROVIDE MOUNTING HARDWARE AS REQUIRED. CCTV CAMERA INSTALLATION WIRELESS ACCESS POINT 4 2 No Scale No Scale 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ,LII:-T LC ENGINEERING ��L.UTlUNS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE, PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 �`%���%1111 p HER 111��ii G•E�N No 66504 -� STATE OF ' 1JJ O• • �v : C6 er ff'(� DNitally si9ned4�CFT)�(S,T ,H6�V�B1-IgRp` O �••'��♦♦ �(� tJ I"S ♦ •-•01 Q Q OID.0.9.2342.192 iOL Q910000J�1•5 F. 1BF5, CN_CNRISTOPHER �FjA E�G�VE ob ARCHITECTURE, LL•/�`fI OC�RMACRE, C=US N: Dale, 2020.03,26 17 52:33-0d'0071 N ti.i G O U H Z W J U Q U 2 Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: TECHNOLOGY DETAILS SHEET ID: T202 I PROJECT STATUS: I CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 expressed written consent of this corporation is prohibited. All rights reserved. 4 5 0 U c cm ;n rn 0 Z m M E Y 00 Z 0 rn 0 5 ^L' in W U N N 0) O N 0 N N N ❑0 FAI 0 0 FAL �tAM iA - Alm SHEET INDEX Sheet Number Sheet Name Current Revision Current Revision Date G000 COVER 2 7/17/20 G001 PROJECT INFORMATION G002 GENERAL NOTES G003 GENERAL DETAILS AND ACCESSIBILITY ARCHITECTURAL A100 LIFE SAFETY PLAN A101 SMOKE COMPARTMENT LIFE SAFETY PLAN AD101 DEMOLITION FLOOR PLAN 1 6/15/20 PH001 PHASING PLANS 1 6/15/20 PH002 PHASING PLANS 1 6/15/20 PH003 PHASING PLANS 1 6/15/20 PH004 PHASING PLANS 1 6/15120 Al02 NEW CONSTRUCTION FLOOR PLAN 1 6/15/20 Al03 REFLECTED CEILING PLAN AND ROOF PLAN 1 6/15/20 Al04 FINISH PLAN AND SCHEDULE 2 7117/20 A201 ELEVATIONS A301 WALL SECTIONS A401 ENLARGED PLANS & INTERIOR ELEVATIONS 1 6/15/20 A501 PARTITION TYPES & DETAILS A503 MILLWORK DETAILS 1 6/15120 A504 UL DETAILS A601 DOOR FRAME SCHEDULE AND DETAILS 2 7/17/20 STRUCTURAL S001 ABBREVIATIONS, SYMBOLS AND SHEET INDEX S002 STRUCTURAL GENERAL NOTES AND WIND PRESSURE NOTES S112 NEW SLAB ON GRADE PLAN S122 MECHANICAL YARD AND FOUNDATION DETAILS PLUMBING P001 GENERAL INFORMATION -PLUMBING 2 7/17/20 PD101 LEVEL 1 DEMOLITION PLAN- PHASE 1- GRAVITY 1 6/15/20 PD102 LEVEL 1 DEMOLITION PLAN- PHASE 2- GRAVITY 1 6/15/20 PD103 LEVEL 1 DEMOLITION PLAN- PHASE 3- GRAVITY 1 6/15/20 PD201 LEVEL 1 DEMOLITION PLAN- PHASE 1- PRESSURE 1 6/15120 PD202 LEVEL 1 DEMOLITION PLAN- PHASE 2- PRESSURE 1 6/15120 PD203 LEVEL 1 DEMOLITION PLAN- PHASE 3- PRESSURE 1 6/15/20 P101 LEVEL 1 RENOVATION PLAN- PHASE 1- GRAVITY 1 6/15/20 P102 LEVEL 1 RENOVATION PLAN- PHASE 2- GRAVITY 1 6/15120 P103 LEVEL 1 RENOVATION PLAN- PHASE 3- GRAVITY 1 6115/20 P201 LEVEL 1 RENOVATION PLAN- PHASE 1- PRESSURE 1 6/15/20 P202 LEVEL 1 RENOVATION PLAN- PHASE 2- PRESSURE 2 7/17/20 P203 LEVEL 1 RENOVATION PLAN- PHASE 3- PRESSURE 1 6/15/20 P301 PLUMBING DETAILS P401 PLUMBING RISER DIAGRAM 1 6/15/20 P402 PLUMBING RISER DIAGRAM 1 6/15/20 MECHANICAL M001 GENERAL INFORMATION-HVAC 1 6/15/20 MD101 LEVEL 1 DEMOLITION PLAN- PHASE 1- DUCTWORK 1 6/15/20 MD102 LEVEL 1 DEMOLITION PLAN- PHASE 2- DUCTWORK 1 6/15/20 MD103 LEVEL 1 DEMOLITION PLAN - PHASE 3 - DUCTWORK 1 6/15/20 MD201 LEVEL 1 DEMOLITION PLAN - PHASE 2 & 3 - PIPING 1 6115/20 M101 LEVEL 1 RENOVATION PLAN- PHASE 1- DUCTWORK 1 6/15/20 /y1 A ZL A A" An SHEET INDEX Sheet Number Sheet Name Current Revision Current Revision Date M102 LEVEL 1 RENOVATION PLAN- PHASE 2- DUCTWORK 2 7/17120 M103 LEVEL 1 RENOVATION PLAN- PHASE 3- DUCTWORK 2 7/17/20 M201 LEVEL 1 RENOVATION PLAN - PHASE 2 & 3 - PIPING 1 6/15/20 M221 MECHANICAL ROOF PLAN 1 6115/20 M301 MECHANICAL SCHEDULE 1 6/15/20 M401 MECHANICAL DETAILS M402 MECHANICAL DETAILS M501 MECHANICAL CONTROLS 1 6/15120 ELECTRICAL E001 GENERAL INFORMATION- ELECTRICAL 2 7/17/20 E002 ELECTRICAL ONE -LINE DIAGRAM 2 7/17/20 ED101 LEVEL 1 DEMOLITION PLAN - PHASE 1- POWER 2 7/17/20 ED102 LEVEL 1 DEMOLITION PLAN - PHASE 2- POWER 2 7/17/20 E101 LEVEL 1 RENOVATION PLAN- PHASE 1 - POWER 2 7117120 E102 LEVEL 1 RENOVATION PLAN- PHASE 2- POWER 2 7/17/20 E103 LEVEL 1 RENOVATION PLAN - PHASE 3- POWER 2 7/17/20 E201 LEVEL 1 RENOVATION PLAN- PHASE 1- LIGHTING 2 7/17/20 E202 LEVEL 1 RENOVATION PLAN- PHASE 2- LIGHTING 1 6115/20 E203 LEVEL 1 RENOVATION PLAN- PHASE 3- LIGHTING 1 6/15/20 E300 LEVEL 1 RENOVATION PLAN - FIRE ALARM 2 7/17/20 E301 ELECTRICAL DETAILS 12 7/17/20 E401 PANEL SCHEDULES 12 7/17/20 FIRE PROTECTION FP001 GENERAL INFORMATION - FIRE PROTECTION 1 6/15120 FP101 NEW FLOOR PLAN - PHASE 1 - FIRE PROTECTION 1 6/15/20 FP102 NEW FLOOR PLAN - PHASE 2 - FIRE PROTECTION 1 6115/20 FP103 NEW FLOOR PLAN - PHASE 3 - FIRE PROTECTION 16/15/20 TECHNOLOGY T001 GENERAL INFORMATION - TECHNOLOGY 1 6/15/20 TD101 LEVEL 1 DEMOLITION PLAN - PHASE 1- TECHNOLOGY TD102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - TECHNOLOGY T101 LEVEL 1 RENOVATION PLAN - PHASE 1 - TECHNOLOGY 1 6/15/20 T102 LEVEL 1 RENOVATION PLAN - PHASE 2 - TECHNOLOGY 1 6/15/20 T103 LEVEL 1 RENOVATION PLAN - PHASE 3- TECHNOLOGY 1 6/15/20 T201 TECHNOLOGY - DETAILS T202 TECHNOLOGY - DETAILS KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS 7050 Gall Blvd. Zephyrhills, FL 33541 CONSTRUCTION DOCUMENTS PROJECT DESCRIPTION Project Summary Phased renovation to an existing kitchen facility at the Advent Health Zephyrhills location. The project work consists of equipment and finish upgrades within the scope of work, as well as replacement of the existing HVAC ductwork and the air handier unit.The entire existing floor slab in the kitchen area will be removed and replaced so that all below ground utilities can be replace. During construction, a temporary kitchen will be set up in the Bakery & Servery while the main kitchen is shut down for renovation. Project Type Kitchen Renovation within an Institutional, 1-2 Occupancy Alteration Level 2 Project Size The Gross Square Footage within the scope of work is approximately 6,200 sq.ft. AHCA CLIENT CODE: 23/100046-123-1 03/20/2020 1715 N. West Shore Blvd., Suite 600 Tampa, FL 33607-3999 813-289-5550 Fax 813-289-0263 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 EB0005620 * LCC000210 * GB238 255 S.Orange Avenue Suite 1600 Orlando, FL 32801 P 407-841-9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. THINK. LISTEN. CREATE. SEAL OF•FCO�,/ .q j()0—JIN /(1 ••: .A- �. AR9565' DgHally signed by Yo ' ■ DNrCN=Yoo-Jin Kirno Yoo- Kim a s°,t29.°e ,.. Date: zQ2�.o7.27 0 „FR�n eF SIGNATURE 504m 0226= 000 © RS&H, INC. ti 2 3 4 5 h] C B A ARCHITECTURAL ABBREVIATIONS PLAN SYMBOLS & AND MATL MATERIAL VIEW TITLE LEVEL HEAD AT MAX. MAXIMUM 0 DIAMETER MECH MECHANICAL MEP MECHANICAL.. ELECTRICAL & PLUMBING ? - A.B. ANCHOR BOLT A/C AIR CONDITIONER MFGR. MANUFACTURER MGR. MANAGER , SCALE: ? ACT ACOUSTICAL CEILING TILE MIN. MINIMUM ROOM TAG ADJ ADJUSTABLE MISC. MISCELLANEOUS AFF ABOVE FINISHED FLOOR M.O. MASONRY OPENING A.F.S. ABOVE FLOOR SLAB MOD MODIFIED AHU AIR HANDLING UNIT MTL METAL ALUM ALUMINUM MWP METAL WALL PANEL ANOD. ANODIZED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NO. NUMBER APPROX. APPROXIMATE OR APPROXIMATELY ARCH ARCHITECTURE, ARCHITECTURAL N/A NOT APPLICABLE NFPA NATIONAL FIRE PROTECTION ASSOCIATION DETAIL SECTION AVG AVERAGE N.I.C. NOT IN CONTRACT A.W.I. ARCHITECTURAL WOODWORK INSTITUTE N.T.S. NOT TO SCALE ? ? B.H.M.I. BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC. O.C. ON CENTER BIM BUILDING INFORMATION MODELING O.D. OUTSIDE DIAMETER BLDG. BUILDING OFCI OWNER FURNISHED CONTRACTOR INSTALLED BUILDING SECTION BM. BEAM OPG OPENING B.O. BOTTOM OF OPP. OPPOSITE B.U.R. BUILT-UP ROOFING OSHA OCCUPATIONAL SAFETY AND HEALTH ACT OVHD OVERHEAD ? ? � CENTERLINE ? ? gO.T.S. CENTERLINE OF TENANT SEPARATION PDU POWER DISTRIBUTION UNIT ? ? C.J. CONTROL JOINT RLAM. PLASTIC LAMINATE CLG. CEILING PLYWD. PLYWOOD DOOR TAG CLR. CLEAR PNL. PANEL CLO. CLOSET PR. PAIR CMU CONCRETE MASONRY UNIT PRE-FAB PRE -FABRICATED COL. COLUMN PSF POUNDS PER SQUARE FOOT O COLS. COLUMNS PSI POUNDS PER SQUARE INCH CONC. CONCRETE PT PAINT, PRESSURE TREATED CONT. CONTINUOUS PVC POLYVINYL CHLORIDE WALL & CURTAIN WALL TAG D.S. DOWNSPOUT Q.T. QUARRY TILE DIA. DIAMETER DR. DOOR R RADIUS DTL. OR DET. DETAIL R.A.F. RAISED ACCESS FLOOR a DWG. DRAWING R.A.G. RETURN AIR GRILLE RB RUBBER BASE EA. EACH RECEP. RECEPTION, RECEPTIONIST VIEW REFERENCE E.F.S. EXTERIOR FACE OF SHEATHING REF REFRIGERATOR, REFER, REFERENCE E.J. EXPANSION JOINT REINF REINFORCING, REINFORCEMENT ELEC. ELECTRIC, ELECTRICAL REQ'D. REQUIRED MATCHLINE ELEV. ELEVATION REV. REVISED, REVISION SEE ?/? E.O.S. EDGE OF SLAB R.D. ROOF DRAIN ENG. ENGINEER, ENGINEERING R.O. ROUGH OPENING E.P. ELECTRICAL PANEL EPDM ETHYLENE PROPYLENE DIENE MONOMER SC SEALED CONCRETE EXTERIOR ELEVATION EQ. EQUAL SCHED. SCHEDULE EQUIP, EQUIPMENT SCW SOLID CORE WOOD E.R.D. EMERGENCY ROOF DRAIN SECT. SECTION E.T.D. ESTIMATED TRAVEL DISTANCE S.F. SQUARE FEET E.W.C. ELECTRIC WATER COOLER SFRM SPRAYED FIRE RESISTIVE MATERIAL ? EXIST. EXISTING S.G.P. SEMI -GLOSS PAINT EXP. EXPANSION, EXPOSED SQ. IN. SQUARE INCHES EXT. EXTERIOR SHT. SHEET SHTS. SHEETS F.D. FIRE DAMPER, FLOOR DRAIN SIM. SIMILAR FDC FIRE DEPARTMENT CONNECTION SPECS SPECIFICATIONS 1-HOUR RATED WALL FDN. FOUNDATION S.S. SERVICE SINK FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS FEC FIRE EXTINGUISHER CABINET STD. STANDARD F.F. FINISHED FLOOR STL. STEEL F.F.E. FINISHED FLOOR ELEVATION STOR. STORAGE FHC FIRE HOSE CABINET STRUCT STRUCTURAL. STRUCTURE FIN. FINISH, FINISHED SUSP. SUSPENDED 3-HOUR RATED WALL FLR. FLOOR SQ. SQUARE F.O. FACE OF F.O.B. FACE OF BRICK T&G TONGUE & GROOVE F.O.P. FACE OF POST TEL, TELEPHONE FT. FEET TG TEMPERED GLASS FTG, FOOTING T.O.STL. TOP OF STEEL F.V. FIELD VERIFY T.O.B. TOP OF BRICK, TOP OF BEAM FRP FIBER REINFORCED PANEL T.O.S. TOP OF STEEL. TOP OF SLAB BATT INSULATION T.O.SH. TOP OF SHEATHING GA. GAUGE T.O.W. TOP OF WALL GALV. GALVANIZED TYP. TYPICAL GBF GYPSUM BOARD FURRING GL. GLASS U.L. UNDERWRITERS LABORATORIES G.P. GLOSSY PAINT U.O.N. UNLESS OTHERWISE NOTED GYP. GYPSUM GRAVEL GWB GYPSUM WALL BOARD VCT OR VT VINYL COMPOSITION TILE VB VAPOR BARRIER HB HOSE BIBB VDC VIRTUAL DESIGN & CONSTRUCTION - - HDW HARDWARE VERT. VERTICAL HGT. OR HT. HEIGHT VR VIRTUAL REALITY - - HKS HOOKS HM HOLLOW METAL W/ WITH HORIZ. HORIZONTAL W.C. WATER CLOSET EXPOSED & FINISHED WOOD TRIM HVAC HEATING VENTILATION & AIR CONDITIONING WCO WALL CLEANOUT WMP WIRE MESH PARTITION I.D. INSIDE DIAMETER WD WOOD I.F.S.INTERIOR FACE OF STUD WWF WELDED WIRE FABRIC i.e. THAT IS, SUCH AS IN. INCH. INCHES YD. YARD INSUL. INSULATION MASONRY - CONCRETE BLOCK INT. INTERIOR JT. JOINT JAN. JANITOR JST. JOIST K.P. KICK PLATE PLYWOOD LAM. LAMINATE LAV. LAVATORY LB. POUND LDG. LANDING LONG. LONGITUDINAL LT. LIGHT LTG. LIGHTING STUCCO I E.I.F.S. LRV. LOUVER LVT LUXURY VINYL TILE LVP LUXURY VINYL PLANK ROOM TAG WI AREA 0 ? WALL SECTION CALLOUT HEAD & REGION I 1 ? 1 ? 1 1 WINDOW & LOUVER TAG O REVISION TAG NORTH ARROW INTERIOR ELEVATION ? ? ? MATERIAL SYMBOLS 2-HOUR RATED WALL 111 i l l/ i l l■ SMOKE RATED WALL CONCRETE EARTH GYPSUM PLASTER MASONRY - BRICK RIGID INSULATION STEEL irk®���t• CODE SUMMARY APPLICABLE CODES 2017 FLORIDA BUILDING CODE (FBC): BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): EXISTING BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): MECHANICAL (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): PLUMBING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): ACCESSIBILITY (6TH EDITION) 2014 NATIONAL ELECTRICAL CODE 2017 FLORIDA FIRE PREVENTION CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 110, EMERGENCY & STANDBY POWER 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99, HEALTH CARE FACILITIES CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, FIRE ALARM 2017 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, ELECTRICAL 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, SPRINKLERS APPLICABLE CODES - AHCA GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES 2014 EDITION. F.A.C.69A-60 F.A.C. 69A-3.012 SUMMARY INTERIOR RENOVATION TO EXISTING HOSPITAL KITCHEN AND FOOD SERVERY AREA. OCCUPANCY CLASS INSTITUTIONAL GROUP, 1-2 (FBC, SECTION 308) CONSTRUCTION TYPE - (EXISTING; NO CHANGE) TYPE IB, SPRINKLERED PER TABLE 601 (EXISTING - NO CHANGE) BUILDING HEIGHT - (EXISTING; NO CHANGE) AREA OF WORK IN SCOPE: 6,200 S.F. OCCUPANCY LOADS 1 ST FLOOR IN SCOPE: (KITCHEN - FBC TABLE 1004.1.2) 6,200 S.F./ 200 S.F. PER OCCUPANT = 31 OCCUPANTS EGRESS WIDTH SEE OCCUPANCY AND EGRESS CHART, SHEET A100 (EXISTING - NO CHANGE) FIRE PROTECTION THE BUILDING IS FULLY SPRINKLERED PER NFPA 13. SEE GENERAL FIRE SPRINKLER NOTES, SHEET 0002. THE BUILDING WILL CONTAIN A FIRE ALARM SYSTEM CONSISTING OF HORN/STROBES PER NFPA 72. PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED PER NFPA 10. G.C. SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION PER 2010 FFPC. TRAVEL DISTANCES (PER TABLE 1016.1) MAXIMUM ALLOWABLE TRAVEL DISTANCE IS 200 FT. MAXIMUM PROVIDED TRAVEL DISTANCE IS 127 FT, MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL IS 75 FT. MAXIMUM PROVIDED COMMON PATH OF TRAVEL IS 32 FT. VICINITY MAP Fort King A r STADIUM PARK Sdver ado rilanri 81"1 Golf & country Club PINE GROVE N—in A,, 1 A, ADDITION Betmar Acres WI Club Z4yrhi? ., Zephyrhills West ZEPHYR OASIS Zephyrhills Municipal Airport C Ave Ave KruSen Park Zephv lls 66fr Course ZEPHYR FINES ao, Zephyrhills South LOCATION MAP Tramw Less; refrr+ar4 � it. 9'1 r�raraa lblz- • M r_4mvY, , Rt'vn �lsJn7 I ♦ ` tr.�a, 4ke Lli:.7�i u�a. a•,x 'i1r w.a "1 i��tlFMitttK�pt1da aMT14 f sr lei zi'p7hyr#t lit ' cmdWri t \, )R PJOrt . q.ticr 60* xwas doom T 4 .4d11�irn has. '� .�lQhpRli➢ h4.. i.,I:,'•-_-.:, Ufa .ti..a � SY '�� CAI! r •may: Kri,_4 ,�'� Y,+�ndi>�m r• A, +n Ruch UiA ., 01 r.. cns6 J SITE MAP TRUE NORTH PROJECT ADDRESS: 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 PROJECT TEAM ARCHITECT: S./M./E./P./F.P. ENGINEERING: RS&H, INC. TLC 1715 N. WESTSHORE BLVD 255 S. ORANGE AVE., SUITE 1600 SUITE 600 ORLANDO, FL 32801 TAMPA, FL. 33607 PHONE: (407) 841-9050 PHONE: (813) 289-5550 RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 ` LCC000210' GB238 90 Advent Health PROJECT TITLE: IKITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL O F .F(�)P '00—JIN /�� M ' 1 AR95652 .;,` fit^ c o �G SIF•-.D--••�� M Lii Yoo-Jin Kim __ _ O U H z w_ SIGNATURE J V a U x a I REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: PROJECT INFORMATION SHEET ID: G001 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 2 3 4 5 IC C A rL co O co N LO 0 N O N co N M GENERAL NOTES FOR LIFE SAFETY PLANS: 1. THE EXISTING -TO -REMAIN PORTIONS OF THE LIFE SAFETY PLANS WERE PROVIDED TO THE ARCHITECT BY THE PROPERTY OWNER. RS&H, INC., TAKES NO RESPONSIBILITY FOR THEIR ACCURACY. 2. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS SOLELY TO REPRESENT THE LIFE SAFETYCOMPONENTS FOR THE PROJECT (AS INCLUDED IN THECONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC.). THE GENERAL CONTRACTOR SHALL USE THE CONSTRUCTION DOCUMENTS (NOT THE LIFE SAFETY PLANS) FOR THEIMPLEMENTATION OF THE REQUIRED LIFE SAFETY COMPONENTS INTO THE PROJECT. 3. THE CONTRACTOR SHALL ADVISE THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE SAFETY PLANS BUT HAS NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THAT THE REQUIRED VISIBILITY FOR EACH INDIVIDUALLY INSTALLED EXIT LIGHT IS NOT IN ANY WAY DIMINISHED DUE TO VISUAL INTERFERENCE CAUSED BY ANY OTHER LIGHT FIXTURE, DEVICE, SIGN, ETC. (THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT'S REFLECTED CEILING PLANS, THE ELECTRICAL DRAWINGS, THE GRAPHICS DRAWINGS, ETC.) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STENCILING EACH "WALL/PARTITION/BARRIER" CLASSIFICATION IN RED LETTERS ABOVE THE FINISH CEILING ON EACH SIDE OF ALL FIRE WALLS, RATED FIRE BARRIERS, RATED SMOKE BARRIERS, NON -RATED SMOKE PARTITIONS, ETC. GENERAL FIRE SPRINKLER NOTES: 1. CONTRACTOR SHALL SUBMIT PLANS FOR A SEPARATE PERMIT FOR THIS WORK 2. ALL WORK SHALL COMPLY WITH THE CURRENTTLY ADOPTED VERSION OF NFPA 13 3, ALL WORK SHALL BE DONE BY A LICENSED CONTRACTOR EXPERIENCED WITH THIS TYPE OF WORK. 4. THE EXISTING SPRINKLER SYSTEM SHALL BE REUSED WHENEVER POSSIBLE. NEW HEADS SHALL BE PROVIDED AT LOCATIONS AS REQUIRED. 5. CONTRACTOR TO PROVIDE TEMPORARY FIRE PROTECTION OF BUILDING AS REQUIRED. 6. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW, INCLUDING PIPING, PROPOSED LOCATIONS, AND NEW SPRINKLER HEADS, AT ALL LOCATIONS. PROVIDE SPRINKLER HEADS TO MATCH EXISTING HEADS, IF APPLICABLE. GENERAL NOTES FOR DEMOLITION PLANS: 1. COMPLY WITH NEW CONSTRUCTION AND RCP REQUIREMENTS OF THE GENERAL NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE DEMOLITION FLOOR PLANS. 2. THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS PROVIDED TO THE ARCHITECT/ENGINEER BY THE OWNER, AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO EXISTING FIELD CONDITIONS AND THEN IMMEDIATELY NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS. 3. IF ANY EXISTING FIREPROOFING AND/OR RATED ASSEMBLIES (WHICH ARE SUPPOSED TO REMAIN) ARE DAMAGED DURING DEMOLITION, THEY SHALL BE REPAIRED TO CONFORM TO THE ORIGINAL FIRE PROTECTION REQUIREMENTS. ALSO, THE INTEGRITY OF EXISTING RATED FLOOR, WALL, BARRIER AND ROOF ASSEMBLIES (WHICH ARE SUPPOSED TO REMAIN) SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE: AS APPLICABLE, CONTACT ARCHITECT TO VERIFY TESTED ASSEMBLIES TO BE USED FOR REPAIRS.) 4. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL SHALL INCLUDE MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CABINETWORK, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHMENTS AS REQUIRED. AFTER REMOVAL, REPAIR HOLES IN EXISTING -TO -REMAIN FLOORS, WALLS, BARRIERS AND ROOFS TO COMPLY WITH ORIGINAL FIRE, SMOKE AND SOUND ASSEMBLIES, FIRE PROTECTION REQUIREMENTS, AND STRUCTURAL INTEGRITY. PREPARE SURFACES TO RECEIVE NEW FINISH PER INTERIOR DESIGN DRAWINGS AND SPECIFICATIONS. (WHERE NEW FINISH IS CALLED FOR ON AN EXISTING SURFACE, REMOVE THE EXISTING FINISH AND PREPARE EXISTING SURFACE TO RECEIVE THE NEW FINISH.) 5. SEE MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL AND DRAWINGS FOR DEMOLITION OF UTILITIES. 6. AT ALL WALLS/PARTITIONS/BARRIERS, FLOORS AND ROOFS WHICH ENCLOSE OR TOUCH SPACES WHERE WORK IS BEING PERFORMED AS A PART OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY THAT THIS EXISTING CONSTRUCTION (INCLUDING DAMPERS, DUCT PENETRATIONS, DOORS, WINDOWS, FRAMES, ETC.) MEETS THE FIRE, SMOKE AND SOUND ASSEMBLY RATINGS DESIGNATED ON THESE DRAWINGS. THE CONTRATOR SHALL ALSO MAKE ANY REPAIRS AND/OR MODIFICATIONS NECESSARY TO BRING THE EXISTING CONSTRUCTION (INCLUDING DAMPERS, DUCT PENETRATIONS, DOORS, WINDOWS, FRAMES, ETC.) UP TO THE PROPER INDICATED FIRE, SMOKE AND SOUND ASSEMBLY RATINGS. DOORS, WINDOWS AND FRAMES WHICH DO NOT MEET THE REQUIREMENTS OF THE DESIGNATED WALL/PARTITION/BARRIER ASSEMBLIES (INCLUDING PROPER LABELS) SHALL BE REPLACED. THE GENERAL CONTRACTOR SHALL DESIGNATE AN ALLOWANCE FOR THIS WORK. 7. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION. 8. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. 9. THE CONTRACTOR SHALL NOT CUT EXISTING OR NEW STRUCTURAL WORK IN ANY MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED IN ADVANCE FROM THE ARCHITECT. 10. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ANY HAZARDOUS MATERIAL, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT IN WRITING. NOTE: REMOVAL, DISPOSAL AND REPLACEMENT OF THE HAZARDOUS MATERIAL IS THE SOLE RESPONSIBILITY OF THE OWNER. 11. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING -TO -REMAIN MATERIALS AND FINISHES (CEILING GRID, CEILING TILE, GYPSUM BOARD, FINISHES, DOORS, WINDOWS, FRAMES, WALL PROTECTION, ETC.) WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. 127HE CONTRACTOR SHALL COORDINATE ALL ICRA REQUIREMENTS WITH THE OWNER. 13.ALL WORK TO BE COMPLETED OUTSIDE THE AREA OF CONSTRUCTION SHALL BE ISOLATED TO PORTABLE "DUST -BUGGIES" OR WORK BOOTHS. 14.SEAL ALL EXISTING AND ABANDONED PIPE OR CONDUIT PENETRATIONS IN ACCORDANCE WITH THE APPROPRIATE U.L. DESIGN. 15.13UNDLE TIE AND INDEPENDENTLY SUPPORT ALL NEW AND EXISTING LOW VOLTAGE CABLING ABOVE THE CEILING. 16.REMOVE ALL EXISTING ABANDONED CEILING MOUNTED HANGER WIRES, SUPPORT BRACKETS, HANGER RODS, AND MOUNTING STRAPS. 17.IN ACCORDANCE WITH NFPA 51 B AND NFPA 601, THE CONTRACTOR SHALL OBTAIN A HOT WORK PERMIT PRIOR TO BEGINNING ANY WELDING, CUTTING, BRAZING, GRINDING OR OTHER ACTIVITIES THAT GENERATES SPARK CAPABLE OF CAUSING COMBUSTION. 18.AS REQUIRED BY NFPA, REMOVE ALL FLAMMABLE ITEMS, INCLUDING BUT LIMITED TO COMPRESSED AIR AND GAS CANS OR CYLINDERS (I.E. BRAZING, ACETYLENE, PROPANE TANKS, PAINT CANS, LUBRICANTS, ETC.) FROM THE JOB SITE WHEN THE PROJECT HAS BEEN VACATED BY CONSTRUCTION PERSONNEL AND DURING THE TIME THE FIRE ALARM SYSTEM AND FIRE SUPPRESSION SYSTEM IS INACTIVE. 19. ALL MODIFICATIONS TO THE FIRE ALARM OR FIRE SPRINKLER SYSTEM, INCLUDING AUDIOVISUAL COMMUNICATION DEVICES, SHALL BE DEFERRED TO THE CITY UNDER SEPARATE SUBMITTAL. 20. REMOVE PORTION OF EXISTING SLAB AS REQUIRED TO INSTALL NEW PLUMBING. COORDINATE WITH PLUMBING DRAWINGS. GENERAL NOTES FOR NEW CONSTRUCTION AND DIMENSION PLANS: 1. COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE NEW CONSTRUCTION AND DIMENSION FLOOR PLANS: A. "GENERAL NOTES" ON THIS SHEET B. "GENERAL NOTES FOR DEMOLITION PLANS" ON THIS SHEET C. "GENERAL NOTES FOR REFLECTED CEILING PLANS" ON THIS SHEET 2. EXISTING -TO -REMAIN PARTITIONS/BARRIERS, DOORS, WINDOWS, PLUMBING FIXTURES, CABINETWORK/CASEWORK, EQUIPMENT, ETC., ARE "SCREENED -BACK" AND ON NEW CONSTRUCTION AND DIMENSION PLANS ARE INDICATED BY SOLID LINES. REFER TO DEMOLITION FLOOR PLANS FOR EXTENT OF "EXISTING -TO -BE -REMOVED". 3. ITEMS DENOTED ON THE NEW CONSTRUCTION FLOOR PLANS WITH A DASHED LINE OR DOTTED LINES ARE BEING FURNISHED BY THE OWNER OR INDICATE ITEMS OVERHEAD. (COMPLY WITH THE REQUIREMENTS OF "GENERAL NOTES" ON NOTES AND ABBREVIATIONS SHEET) 4. SEE REFLECTED CEILING PLANS FOR LOCATIONS OF GYPSUM BOARD FURR DOWNS AND SOFFITS. 5. REFER TO THE A-500 SERIES FOR DETAILS WHICH APPLY TO THE FLOOR PLANS. 6. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR FINISHES AND FOR LOCATIONS OF ACCENT WALLS AND WALL PROTECTION. 7. PROVIDE 5/8 INCH TYPE "X" GLASS MAT PAPERLESS INTERIOR GYPSUM BOARD AT WET LOCATIONS. 8. WHERE DEMOLITION OF CERTAIN ITEMS RESULTS IN UNPROTECTED OPENINGS OR PENETRATIONS IN EXISTING -TO -REMAIN FLOORS, WALLS, CEILING, ROOFS, ETC., REPAIR SUCH OPENINGS AND PENETRATIONS AS REQUIRED TO MEET ORIGINAL FIRE PROTECTION, SOUND AND STRUCTURAL REQUIREMENTS. 9. FOR ADDITIONAL DIMENSIONING, COMPLY WITH REQUIREMENTS ON ENLARGED PLANS, WALL SECTIONS, INTERIOR ELEVATIONS, PLAN DETAILS AND SECTION DETAILS. 10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT IN WRITING PRIOR TO CONTINUING WITH CONSTRUCTION. 11. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE: TO FACE OF STUD AT METAL STUD PARTITIONS/BARRIERS OR TO OUTSIDE FACE OF EXISTING WALLS. EXTREMELY CRITICAL MINIMUM DIMENSIONS MAY BE INDICATED AS "MINIMUM", "CLEAR", OR "MINIMUM CLEAR". 12. CRITICAL NOTE: THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE THICKNESSES OF THE SCHEDULED FINISH MATERIALS PRIOR TO "LAYING OUT" METAL STUD PARTITIONS/BARRIERS, SINCE THE TOTAL "OUT -TO -OUT" WALL THICKNESS MUST BE CONSIDERED SO THAT THE REQUIRED "MINIMUM FACE -OF -FINISH" AND "MINIMUM CLEAR FACE -OF -FINISH" DIMENSIONS CAN BE MAINTAINED AFTER THE INSTALLATION OF THE FINISH MATERIALS. 13. INTERIOR METAL STUD PARTITIONS/BARRIERS SHALL BE CONSTRUCTED OF 3 5/8" (MINIMUM) METAL STUDS (OR AS SHOWN BELOW) UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL ALSO COMPLY WITH U.L. DESIGN NO. U444 OR U458 AT RATED PLUMBING WALLS/BARRIERS. 14. WHERE NEW GYPSUM BOARD PARTITIONS/BARRIERS ARE A CONTINUATION OF AN EXISTING WALL OR COLUMN ENCASEMENT, THE FACE OF NEW GYPSUM BOARD SHALL BE ALIGNED WITH FACE OF EXISTING SURFACE. WHERE A ONE -HOUR RATED BARRIER OR A NON -RATED PARTITION IS SHOWN AS A CONTINUATION OF A TWO-HOUR RATED BARRIER OR COLUMN ENCASEMENT, THE OUTSIDE FACE OF THE GYPSUM BOARD SHALL BE ALIGNED. STUDS SHALL BE OFFSET AND/OR ADDITIONAL LAYERS OF GYPSUM BOARD SHALL BE PROVIDED (AS REQUIRED TO PROVIDE FACE ALIGNMENT OF GYPSUM BOARD) WHILE MAINTAINING THE REQUIRED RATED INTEGRITY. 15. TYPICAL PARTITION TYPE IS "A" UNLESS OTHERWISE NOTED. 16. PATCH ANY EXISTING TO REMAIN WALLS AND RESKIM/REFINISH WALL SURFACE. REPAINT ANY EXISTING TO REMAIN WALLS, HOLLOW METAL DOOR FRAMES AND TRIM. GENERAL NOTES FOR REFLECTED CEILING PLANS: 1. COMPLY WITH THE FOLLOWING NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE REFLECTED CEILING PLANS: A. "GENERAL NOTES" ON THIS SHEET B. "GENERAL NOTES FOR DEMOLITION PLANS" ON THIS SHEET C. "GENERAL NOTES FOR NEW CONSTRUCTION AND DIMENSION PLANS" ON THIS SHEET 2. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE REFLECTED CEILING PLANS WITH: ELECTRICAL'S LIGHTING, SYSTEMS AND COMMUNICATIONS DRAWINGS; MECHANICAL'S SUPPLY, RETURN AND EXHAUST DRAWINGS; AND FIRE PROTECTION'S DRAWINGS IF APPLICABLE. THE CONTRACTOR SHALL THEN IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY ERROR, INCONSISTENCY OR OMISSION THAT IS DISCOVERED. 3. SEE ELECTRICAL, COMMUNICATION, SECURITY AND FIRE PROTECTION DRAWINGS FOR LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS, COMMUNICATION DEVICES, FIRE ALARM DEVICES, SECURITY DEVICES, ETC. 4. ONLY CEILING MOUNTED EXIT LIGHTS ARE SHOWN ON THE REFLECTED CEILING PLANS. SEE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED EXIT LIGHTS. (NOTE: THE BOTTOM OF EXIT LIGHTS SHALL BE A MINIMUM OF T-0" CLEAR AFF.) 5. SPRINKLER HEADS: A. THE SPRINKLER HEADS ARE NOT SHOWN ON THE REFLECTED CEILING PLANS. REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. B. THE CONTRACTOR SHALL RELOCATE AND/OR INSTALL SUFFICIENT HEADS IN ALL SPACES TO PROVIDE COMPLETE (100%) AUTOMATIC SPRINKLER COVERAGE AS DEFINED IN NFPA STANDARD 13, - FIRE SUPPRESSION AND AS SHOWN ON THE FIRE PROTECTION DRAWINGS. C. NEITHER SPRINKLER HEADS OR CONCEALED SPRINKLER HEAD COVERS ARE ALLOWED TO BE PAINTED. THE CONTRACTOR SHALL VERIFY THAT ANY SPRINKLER HEADS THAT ARE ACCIDENTALLY PAINTED ARE REMOVED FROM THE SITE AND REPLACED WITH NEW ONES. 6. THE CONTRACTOR SHALL ADVISE THE OWNER AND TENANTS THAT AN 18 INCH MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE EXTENDED (DROP DOWN) SPRINKLER HEADS AND THE TOP OF ANY FILES, SHELVING, EQUIPMENT, LOCKERS, ETC., (WHETHER CONTRACTOR OR OWNERFURNISHED). THE CONTRACTOR SHALL ALSO ADVISE THE OWNER AND TENANTS THAT ITEMS SHALL NOT BE PLACED OR STORED ON TOP OF SHELVING SO THAT THIS CODE REQUIRED 18 INCH MINIMUM VERTICAL CLEARANCE WILL BE MAINTAINED. 7. PROVIDE GYPSUM BOARD FURR-DOWNS OVER ALL WALL CABINETS. SEE A-500 SERIES FOR DETAILS. 8. WHERE EXISTING LAY -IN CEILING GRIDS ARE REMOVED AND RE -INSTALLED, THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE THE GRID. ANY DAMAGED GRID SHALL BE REPLACED WITH NEW MATERIAL. THESE NEW MATERIALS SHALL MATCH THE EXISTING IN A UNIFORM MANNER FOR COLOR, TEXTURE, PATTERN, ETC. IF UNIFORMITY CANNOT BE ACHIEVED, THE CONTRACTOR SHALL REPLACE THE ENTIRE CEILING WITHIN THAT SPACE WITH NEW MATERIAL. THE CONTRACTOR SHALL PROVIDE NEW MATERIAL AS APPROVED BY BOTH OWNER AND ARCHITECT IN WRITING. 9. THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE ARCHITECT'S REFLECTED CEILING PLANS APPLY ONLY TO THE LIMITS OF THE ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE THE OTHER DISCIPLINES' DRAWINGS FOR THE LIMITS OF THE NEW CONSTRUCTION AND RENOVATION FOR THEIR DISCIPLINE. 10. SEE THE INTERIOR DESIGN DRAWINGS FOR THE PAINT SPECIFICATIONS AND COLORS OF PAINTED CEILINGS AND INTERIOR SOFFITS. HORIZONTAL SURFACES OF SOFFITS SHALL BE PAINTED THE SAME COLOR AS THE VERTICAL SURFACES, UNLESS NOTED OTHERWISE. 11. RECESSED CAN LIGHT FIXTURES: A. THE RECESSED CAN LIGHT FIXTURES SHALL BE CENTERED IN GYPSUM BOARD SOFFITS, U.N.O B. THE RECESSED CAN LIGHT FIXTURES SHALL BE CENTERED IN THE CEILING TILE, U.N.O. C. RECESSED CAN LIGHT FIXTURES IN A SERIES SHALL BE ALIGNED AND EQUALLY SPACED, U.N.O. GENERAL PROJECT NOTES: 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS AND GOVERNING AUTHORITIES. 2. THESE DRAWINGS ARE ISSUED IN CONJUNCTION WITH THE PROJECT MANUAL OF THE SAME DATE, TITLE AND PROJECT NUMBER AND TOGETHER ARE REFERRED TO AS "CONTRACT DOCUMENTS." 3. REFER TO ARCHITECTURAL, INTERIOR DESIGN, MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR COORDINATION OF WORK. 4. NOTES APPEAR ON A NUMBER OF DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS. REFERENCE ALL ISSUED CONTRACT DOCUMENTS TO APPLY APPLICABLE NOTES, SYMBOLS AND ABBREVIATIONS TO BUILDING COMPONENTS. 5. DO NOT SCALE THE DRAWINGS. 6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF CONDITIONS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL THE REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE OWNER AND ARCHITECT OF ANY EXISTING CONDITIONS REQUIRING INFORMATION BEFORE PROCEEDING WITH ANY WORK. 7. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO ALTERATION AND CONSTRUCTION OPERATIONS AND THEY SHALL REPAIR OR REPLACE ELEMENTS DAMAGED DURING THE PROJECT. 8. ANY UTILITY SHUT -OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK SUCH AS ELECTRICAL, GAS, WATER, SEWER, STEAM, ETC., MUST BE SCHEDULED WITH THE OWNER, ARCHITECT AND UTILITY COMPANY PRIOR TO COMMENCING WORK. 9. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. 10. UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL FINISHED SPACES. 11. ANY PIPING, DUCTS, CONDUITS, ETC. THAT PENETRATE FIRE RATED FLOOR SLABS AND WALLS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE FIRE INTEGRITY OF THE FLOOR OR WALL. FIRE STOP RATINGS SHALL MATCH RATINGS OF FLOORS OR WALLS WHERE PENETRATIONS OCCUR. PROVIDE FIRE DAMPERS IN DUCTS PENETRATING FIRE -RATED WALLS AND FLOORS TO MEET THE APPLICABLE BUILDING CODES. 12. ALL JOINTS OF ANY ELEMENT OF CONSTRUCTION WHICH ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL BE INSTALLED PER THE MANUFACTURER'S PUBLISHED TESTED ASSEMBLIES, SHALL BE TIGHT AND SHALL PREVENT THE PASSAGE OF SMOKE AND FLAME. 13. WHERE THE FIRE RATINGS OF WALLS ARE NOTED ON THE DRAWINGS, THE FIRE RATING SHALL APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM OR SPACE FOR THE FULL LENGTH AND HEIGHT OF AREAS BEING SEPARATED, EXTENDING TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK 14. PROVIDE FIRE STOPS TO SEPARATE WALL CAVITIES FROM HORIZONTAL PLENUM AREAS AND BETWEEN FLOORS TO CLOSE OPENINGS. FIRE RATING OF STOPS SHALL MATCH THE FIRE RATING OF VERTICAL SEPARATION OR FLOOR CONSTRUCTION, WHICHEVER IS GREATER. 15. CONSTRUCTION AROUND CABINETS, PANELS AND BOXES RECESSED IN FIRE -RATED FLOOR, WALL AND CEILING ASSEMBLIES SHALL MAINTAIN THE FIRE -RATING NOTED IN THE DRAWINGS. 16. OPENINGS IN WALL, CEILING, FLOOR AND ROOF ASSEMBLIES SHALL BE SEALED WITH PENETRATION SEALANT SYSTEMS THAT MEET OR EXCEED THE REQUIRED FIRE RATINGS. 17. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER BY GASKETS OR COATINGS OR BOTH TO AVOID GALVANIC CORROSION ACTION. 18. PATCH FIREPROOFING TO MATCH EXISTING 19. SEE MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS TO DETERMINE QUANTITIES OF DIFFUSERS, GRILLES, LIGHT FIXTURES, SPRINKLER HEADS, ETC. 20. PIPE AND COLUMN FURRING SHALL BE HELD AS CLOSE TO THE PIPING AND/OR COLUMNS AS POSSIBLE, UNLESS NOTED OTHERWISE. 21. THE EXTENT OF THE WORK SHOWN ON THE PLANS AND DETAILS REFLECTS THE BEST JUDGMENT OF THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE EXISTING CONDITIONS AND ADVISE THE ARCHITECT, IN WRITING, OF ANY SITUATION THAT WOULD NOT ALLOW HIM/HER TO PROCEED ON THE BASIS OF THESE DOCUMENTS. 22, THE ARCHITECT/ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND PROPER FOR THE INTENDED APPLICATION AND USE. 23. CONCRETE FILLS ABOVE STRUCTURAL SLABS SHALL BE REINFORCED. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 24. UNLESS NOTED OTHERWISE, WHERE AN ARCHITECTURAL FINISHED FLOOR IS TO BE PROVIDED (REQUIRING A DEPRESSED STRUCTURAL SLAB), THE FLOOR ELEVATIONS ARE TO TOP OF FINISHED FLOOR. WHERE AN ARCHITECTURAL FINISHED FLOOR IS INTENDED FOR SURFACE APPLICATION, THE FLOOR ELEVATIONS ARE TO TOP OF STRUCTURAL SLAB. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF DEPRESSED SLABS. 25. UNLESS NOTED OTHERWISE, CONCRETE PAD WITH REINFORCING SHALL BE INSTALLED UNDER ALL FLOOR MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR THE EXTENT OF EQUIPMENT PADS. THE CONTRACTOR SHALL COORDINATE THE SIZE, THICKNESS AND LOCATION OF THE CONCRETE PADS WITH THE EQUIPMENT INSTALLER. 26. AT THOSE PLACES WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES THE ACCEPTANCE OF THE SUBSTRATE AND EXISTING CONDITIONS AS SUITABLE FOR THE APPLICATION INTENDED. 27. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER. CONSTRUCTION OF NEW HORIZONTAL SURFACES SHALL BE LEVEL AND FLAT AND NEW VERTICAL SURFACES SHALL BE CONSTRUCTED TO BE PLUMB, UNLESS NOTED OTHERWISE. 28. WHERE NOT INDICATED, PROVIDE BLOCKING IN WALLS, SOFFITS, AND CEILINGS RECEIVING SIGNAGE, COAT HOOKS, LOCKERS, MARKER BOARDS, AND OTHER MOUNTED ITEMS, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 29. CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS SHALL BE PROVIDED AND COORDINATED WITH THE EXTERIOR WALL SYSTEMS AND ASSEMBLIES. THE FIRE SAFING'S RATING SHALL MATCH OR EXCEED THAT OF THE FLOOR CONSTRUCTION RATING. 30. CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS SHALL BE PROVIDED AND COORDINATED WITH THE EXTERIOR WALL SYSTEMS AND ASSEMBLIES. THE FIRE SAFING'S RATING SHALL MATCH OR EXCEED THAT OF THE FLOOR CONSTRUCTION RATING. 31. CONTRACTOR TO CONFIRM AND FIELD VERIFY DIMENSIONS TO COORDINATE WITH OWNER PROVIDED EQUIPMENT AND FURNISHINGS. 32. SUBSTITUTIONS OF MATERIALS MAY OCCUR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ONLY IF AUTHORIZED BY THE ARCHITECT. 33. CONTRACTOR SHALL PERFORM FIELD VERIFICATION OF ALL THE EXISTING CONDITIONS ON THE SITE AND SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL COMPARE THE INFORMATION TO THE CONTRACT DOCUMENTS PRIOR TO THE COMMENCEMENT OF ALL WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. 34. ALL CONTRACTOR PROVIDED MATERIALS SHALL BE NEW AND DELIVERED AND INSTALLED IN GOOD CONDITION AND WITHOUT ANY DEFECTS. 35. ANY WORK NOT CONFORMING TO THESE SPECIFICATIONS WILL BE REJECTED. THE ARCHITECT OR THE OWNER MAY REJECT THE WORK AND REJECTED WORK WILL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. 36. CONTRACT DOCUMENTS ARE INCLUSIVE OF ALL DISCIPLINES DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION ACROSS ALL DRAWINGS. RSUf 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 via Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL dpllePy v9neE q Yoa.�� Kim lm Yoo-Jin Kim'-".--'. D�e.PM6.M,ti 13.36 a6+x'°0' SIGNATURE REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: GENERAL NOTES SHEET ID: G002 PROJECT STATUS: CONSTRUCTION DOCUMENTS c; N 7 cc 0 0 0 M N Nl! O U H z w J t� Q t� Q Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 4 3 4 5 1 I 2 3 I 4 I 5 C A GAS OUTLET 6" 1 6" 0 LO MEDICAL GAS OUTLET HEIGHT MOUNTING HEIGHTS COMMON POWER DATA/ AV CLUSTER ISOLATED GROUND $" $" PROVIDE POWER OR GROMMETS TEL PHONE ((pp) EACH GROUP — - — WORK -SURFACE 0 0o I I I I �_8" _8" TYPICAL POWER GROUPING ABOVE & BELOW MILLWORK 8" I I ®® TYPICAL POWER GROUPING AT CREDENZAS OR COUNTERS WALL, VISUAL COLUMN EDGE OF WALL ALARM/ OR OPENING STROBE VISUAL VISUAL ALARM/ ALARM/ EQUAL EQUAL STROBE STROBE Irl � 711 6„ THERMOSTA T THERMOSTAT THERMOST T LIGHTSWITC LIGHTSWITCH H & DIMMERS - N 00 co I LIGHTSWITCH & DIMMERS I � I I 0 0 TYPICAL POWER & SWITCH GROUPING BETWEEN DOORS, COLUMNS AND OPENINGS TYPICAL POWER & SWITCH GROUPING AT CORNERS TYPICAL MOUNTING HEIGHTS: PHONE / THERMOSTAT / SWITCH / OUTLET / VISUAL ALARM LOCATIONS MOUNTING HEIGHTS _ (FE) (FEC) 1'-01/81, m _ O I o W I U ui Z - a co O O n V w W �Q - �° u: - �o u_ 1'-7" �- I z O ~O � Cl)a _ N 2 �_._ -_.._- 0- Z M (D Cl) 0 J DRINKING FOUNTAIN / ELECTRIC WATER WATER BOTTLE FILLER FIRE EXTINGUISHERS AND COOLER CABINETS q 04 ° m m 0 TOILET ROAM ACCESSORIES B-2 CH1 M1 ¢� N ¢ c 0 n z 0 z 00 0U_ d H Q J Cr O U N ¢ O CV) W Cn rY H J w O U y of W_ �n °O 0 m I- Z = W Q _a Q ° o 0 o u_ SNV SND SH1 T 0 0 1 � , co 1 co N Z W z Te w vz7 CL za z� �o �n �w u_ J ZZ Za W m can > can o U) A 12 nuy; O 2 0 w 2 RD1 DD1 SD1 BCS a C 0 0 0 1 I M M M MR W W z Of W 0- Wn U) NZ 0 P:w za Q m U)0 O moo MUO) 0 z c5 o Q ~ _ � U cn U m J W oU) WZ WW as ao FO- PT-1 0LEI0 a-- M 1 W dU ? � J U oZa a W n- U U M 0� N a CLEARANCE AROUND WATER CLOSET SHALL 1' - 0" 3'- 6" BE 56" X 60" AS INDICATED 8" TO CENTER OF TISSUE DISPENSER I - -- AND 2"-CLR TOP CLEARANCE �' 4'- 8" I (MIN.) _ J J — CD w c � 7 0 FLZ UQ D_ LL N F- ~ CD W 5' 0" DIA. U-TURN AND PASSING SPACES r------------� I I I I I I 32" MIN. I NOTE: Y=48" MIN. IF DOOR HAS A CLOSER PUSH SIDE DOOR CL r----------� I � I z � 0 NOTE: X=12" MIN. IF DOOR HAS BOTH ��A��LATCH AND Pb Rni E DOOR CLEARANCE MAINTAIN PROPER DOOR MANEUVERING CLEARANCES, WHERE REQUIRED BY THE CURRENT FLORIDA ACCESSIBILITY CODE. G.C. SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY NON -COMPLIANT DOORS OR LEVEL CHANGES. ACCESSIBILITY DETAILS z M ----------------- I I I NOTE: X=36" MIN. IF Y=60" X=42" MIN. IF Y=54" PULL SIDE DOOR CLEARANCE w U UL W > U XX W Z_ Z Q - W NIT LL M O m 8" MIN. KNEE CLEARANCE----,O ,,Ll!�_6"MAX.TOE CLEARANCE DEPTH LAVATORY CLEARANCE PLAN AND ELEVATION PULL SIDE DOOR CLEARANCE 4'-6" MIN. r------------ I I I I Z I I I I I I NOTE: Y=48" MIN. IF DOOR HAS BOTH ��A��LATCH AND PUSN-SIDE DOOR CLEARANCE NOTE: Y=54" IF DOOR HAS CLOSER PULL SIDE DOOR CLEARANCE 1715 N. Westshore Blvd., Suite 600 Tampa,, Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 I AdventHealth PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL F F( 0�/o • jQO-JIN k74f •� r M • AR95652 .• m d' CD CD SrFRE D•ARC�\ N kii "9N s5iiRfby YaoJln Kwn DN: tN=Ym.�N Kim, Yoo-Jin Kim....­,..,"°°°°°"� 0 ONe: 2020.04,1713:3fi:3106'00' 2 W_ SIGNATURE J V a U a I REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK I DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: GENERAL DETAILS AND ACCESSIBILITY SHEET ID: G003 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3 4 1 5 IC 0 U 0 m 0 z I1 a 0 N co O 00 0 N 0 N m �. F€C' 0 2 3 4 - _. - - - - STAIR 'G' CAPACITY 153 STAIR 'C' ENTRANCE: 367.2 = 180 - - -' STAIR: 467.3 = 153 -_ CAPACITY 153 DISCHARGE: 36/.2 = 180 STAIR 'B' ENTRANCE: 367.2 = 180 - - STAIR: 46 /.3 = 153 LEVEL OF DISCHARGE: FIRST FLOOR CAPACITY 153 DISCHARGE: 36/.2 = 180 - ENTRANCE: 367.2 = 180 STAIR WI STAIR: 46/.3 = 153 LEVEL OF DISCHARGE: FIRST FLOOR / CAPACITY 153 DISCHARGE: 367.2 = 180 ENTRANCE: 36 " = 1 LEVEL OF DISCHARGE: FIRST FLOOR STAIR: "/.3 = 153 467. ' DISCHARGE: 367.2 = 180 I LEVEL OF DISCHARGE: FIRST FLOOR FEC- �I ► - -_ �� I ❑ o qVfl,� III. ,FE - - _ A �• 1 TDDD1621, Of' FEC � I 'JI ❑ J - LT _ FECj LT Ulm , El Fil !FEC - 7 ----- ----- UF Ingr I J � � J L _ I H � 68 -I STAIR NO.1 CAPACITY 153 ENTRANCE: 367.2 = 180 STAIR: 46/.3 = 153 DISCHARGE: 367.2 = 180 LEVEL OF DISCHARGE 1ST FLOOR 4." 1 Lj ® --- �1 De - FEC q FE 0 El LID - n ---------------L 1 � f 0 F=.& [FEC FE; 1HJ. I / C� 1 I FEC = 4 I ,. T_ into . - �'- ■ FEC 1 - ❑ I " d, _ 67 F C7� I I■ FEC FEC jo - - - s, �❑ -LC 45 ❑o ❑o 0 "----45----\ z - 42 \\ i G \ 2 FE T�6I EC 1 \ - - - ❑ C i s ✓ ( \ T -- 41 AREA OF KITCHEN h _ 1 WORK ❑O 1 E / 41 3 I - 7t�w I � :O G^0 G� * � - , I EXTERIOR COURTYARD - _- 2 GO O 0 ��G 0>0 I h 6 00 I I Ll- - �0 I - 000 I -- J •IY 13 r FE it Ov 0 <0 0 0 �Oo - _ 1 32 FHc a o 60OOOo I -I ❑ _ ♦' O O O IC I� a-1- P, 0 17 �- F,; O O, L 1 _ I [FECFHC 000000 I� coo�- FEC 1: ,- -'� eri�, g n� 000000 j FEC - =• C 0 0 0 Fv 1 E OOO 000 OOO ? �FE i !. 61 _� E ri j - ml■ u.1u11 SP I'^ n _ q; FEC FEC ��•. - i _) N e4 Z' , I❑ •- , a�EI IFE---------------- r x rz , I 'Lj[ - 4- _ _ FE4.1 FEC - 2, F� El O FC oni ;- 11 � Ej 71 I' 1D ,i. FCC F -LAQ AVL�IAPI S;W `J T_ T, OO 1 a T J I_ s 10 11 11111 1 1 1 LIFE SAFETY PLAN -FIRST FLOOR SCALE: 3/64" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 67 STAIR 'E' - CAPACITY 153 ENTRANCE: 367.2 = 180 STAIR: 46"/.3 = 153 DISCHARGE: 36/.2 = 180 LEVEL OF DISCHARGE:FIRST FLOOR -_- \\\\\/IJII \ 4; E -HC I` STAIR 'L' - - / CAPACITY 153 j� ENTRANCE: 367.2 = 180 STAIR: 467.3 = 153 -� - DISCHARGE: 367.2 = 180 LEVEL OF DISCHARGE: FIRST FLOOR EXIT TABULATION - FIRST FLOOR SMOKE STAIR 'M' COMPARTMENT OCCUPANY TYPE OCCUPANTS EXIT WIDTH I - - - - - - - - CAPACITY 153 ZONE AREA SQ. FT. NUMBER INCHES REQ. PROV. ENTRANCE: 367.2 = 180 - - - STAIR: 46/.3 = 153 1A 12,370 TREATMENT 240 52 0.2 10.4 177 DISCHARGE: 36/.2 = 180 - - TREATMENT 240 66 13.2 - - - 1 B 4,290 OUTPATIENT 100 43 0.2 8.6 101 LEVEL OF DISCHARGE GROUND FLOOR 15,660 1C 6,306 OUTPATIENT 100 64 1 0.2 13 166 4,015 TREATMENT 240 17 3.42 1,955 i MECHANICAL 300 7 1 1.4 41728 ASSEMBLEY 15 282 56.4 1D 6,837 OUTPATIENT 100 69 0.2 13.8 152 1,135 MECHANICAL 300 4 0.8 6,020 ASSEMBLEY 15 4.2 80.4 I 11,249 TREATMENT 240 47 03 9.4 31 1,347 MECHANICAL 300 5 1 1,248 ASSEMBLEY 15 84 16.8 1F 11,858 TREATMENT 240 50 0.2 10 134 739 MECHANICAL 300 3 0.6 1G 740 MECHANICAL 300 3 0.6 I 4,150 I ANCILLARY 240 18 0.2 3.6 124 1H 3,360 OUTPATIENT 100 34 0.2 6.8 66 2,930 TREATMENT 240 13 2.6 11 13,393 TREATMENT 240 56 0.2 11.2 220 1J 13,022 TREATMENT 240 55 0.2 11 132 TOTAL 126,932 1,374 275 1303 3 4 5 LIFE SAFETY LEGEND FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET & EXTINGUISHER CABINET HAZARDOUS AREAS FIRE BLANKET SMOKE DETECTOR HEAT DETECTOR EXIT LIGHT EXIT LIGHT W/ DIRECTIONAL ARROW FIRE ALARM CHIME FIRE ALARM MANUAL PULL STATION FIRE ALARM STROBE STAND PIPE [LE - F�HJ -_ • F L *SP E§ CARD READER 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 SUITES - - '(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 6.31) SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE (NFPA 101 Par 19.3.6.3,1) a. 20MINUTERATED 13C SOUD CORE WOOD DOOR, FRAME AND WINDOWS 09.3.6.3.1) b. POSITIVE LATCHING REQUIRED (A19.36.35(1)) c. NON RATED PROTECTIVE PLATE ON DOORS UNLIMITED IN HEIGHT ARE PERMITTED 19.3.6,3.12 d. DOOR CLOSER NOT REQUIRED (19,3.63.11) e. MAX 1,T GAP AT HINGE LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAR OF DOORS (NFPA 806.3.17) I. MAX 1'UNDERCUT FROM BTM OF DOOR TO FINISH FLOOR (19.3.6.34) g. PERIMETER WALLS OF AREAS OPEN TO CORRIDOR CONSTRUCTED TO MATCH CORRIDOR PPRTITpNS AND CEILING (&4 21 h. FIRE OR SMOKE DAMPERS NOT REOURED (193.7.4) ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. 314 HOUR RATED DOOR & FRAME (TABLE 8.34.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (833.3! T c. POSITIVE LATCHING REQUIRED (19.3 6 - _. d. NON RATED PROTECTIVE PLATE UP TO 46' (19.32.141 � e. MAX 15"GAP AT HINGE LATCHBTOP ON PULL SIDE (854.1&NFPA�63 L7) � L MAX y4 DOOR UNDERCUT (NFPA80484.1) � g. FIRE GLA➢NG SQE LINKED TO AREA TESTED (NFPA 8044.5) h. FIRE DAMPERS REQUIRED (8.3.5.6,1) i. NO LOUVERS IN DOORS (14.33) i TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) c 1112 HOUR RATED DOOR &FRAME (TABLE 634.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (83.3.3) c. POSITIVE LATCHING REQUIRED (1936.3.5) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER THAN 48'ABOVE BOTTOM OFDOOR (193214 e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE (85,4.1 & NFPA 87 6 - - f. MAX 314"DOOR UNDERCUT (NFPA80a - T g. FIREGLAZING SIZE UMTTEDTO AREATESTED (NFPA &. h. 1 112 HOUR FINE DAMPER REQUIRED (6 3 i. NO LOUVERS IN DOORS (843.�. 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 83 4 2• b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED c. POSITIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS d. NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHT 6 PERMITTED (193 7 6. �. e. MAX 1l8"GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (8.54.1 & NFPA 806.3.1.7) f, EXISTING ASTRAGALS SHALL REMAIN g. MAX 34"DOOR UNDERCUT (NFPA 804.64.1) h. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804.451 I. FIRFJBMOKE DAMPER(S) REQUIRED (85552) j. NO LOUVERS IN DOORS (843.3) TWO HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19.3.7) a. 1 112 HOUR RATED DOOR & FRAME (TABLE 83.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (193.78885.4.4) c. FOSTIVE LATCHING REQUIRED (19.3.7.8) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER ■ THAN 16"ABOVE BOTTOM OF DOOR (NFPA 80645) e. MAX 1IT GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAR OF DOORS (8.5.4.1 & NFPA 8063 `. -, I. EXISTING ASTRAGALS SHALL REMAIN g. MAX 3'4"DOOR UNDERCUT (NFPA 804.8.4.1) h. FIRE GLAZING SEE LIMITED TO AREA TESTED (NFPA 804451 i. FIRESMDKE DAMPER(S) REQUIRED ;8=; '. NO LOUVERS IN DOORS 8,43.3 BUILDING DATA OCCUPANCY: GROUP 1-2 INSTUIT10NAL NO. OF STORIES: 4 (FLORIDA BUILDING CODE) EXISTING HEALTH CARE (NFPA 101) BUILDING HEIGHT: 50 FT. CONSTRUCTION TYPE IB BUILDIN AREA: TYPE: (FLORIDA BUILDING CODE) TYPE I ( GROUND FLOOR 25,479 (NFPA 220) 0) FIRST FLOOR 126,972 SPRINKLERS: FULLY SPRINKLED SECOND FLOOR 119,372 THIRD FLOOR 33,414 MECH/ PENTHOUSE 1,778 TOTAL 307,015 CODES AND STANDARDS 1. THE FLORIDA BUILDING CODES 2017 2. NFPA 101, "LIFE SAFETY CODE", 2018 EDITION 5 1 RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www,rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620' LCC000210' GB238 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL 0 F F `, .9 y00-JIN K/M 47 • • AR95652 d" CD .rTr cV U WIJJ r JnKm tiYt@.N, KI Y00-.J l n Kim o'RSHINfC-US vane oa onx DNe:.R 0.032621,51..15.0400. o O H Z w_ SIGNATURE J U U 2 REVISIONS NO. DESCI i DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LIFE SAFETY PLAN SHEET ID: Al 00 PROJECT STATUS: CONSTRUCTION DOCUMENTS _ _ _ _ 1 I I a 'L' --- � I - -- - It I I I II•i of i _. _ I. _. __._ ! 1_ I I i 1 I I _ _ -'_ - - I 1 I 2 I 3 ( 4 I 5 1 r� E a U t .0 C f0 N 0 0 z " T N E Y CO =i U Q I Z W U C L A 7 OkAr11l117 7MIC 41 f �� Eli CO O co CD SMOKE ZONE 1B N Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 4 AREA OF KITCHEN WORK SMOKE COMPARTMENT LIFE SAFETY PLAN -FIRST FLOOR SCALE: 3/32" =11-0" 3 SHEET NOTES 1, SEE CODE SUMMARY ON SHEET G001 2. SEE GENERAL NOTES FOR LIFE SAFETY PLANS: SHEET G002 SMOKE ZONE 1 G i SMOKE ZONE 1C SMOKE ZONE 1D 4 I LIFE SAFETY LEGEND II FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FHC ! FIRE HOSE CABINET & EXTINGUISHER CABINET HAZARDOUS AREAS FIRE BLANKET SMOKE DETECTOR HEAT DETECTOR EXIT LIGHT EXIT LIGHT W/ DIRECTIONAL ARROW C FIRE ALARM CHIME F FIRE ALARM MANUAL PULL STATION FIRE ALARM STROBE L � I • - STAND PIPE F CARD READER 44 EXIT ARROW I CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL I 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 SUITES (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 19.3.61.1) a. 20 MINUTE RATED 134"SOUDCORE WOOD DOOR, FRAME AND WNDOWS (193.63.1) b. POSITIVE LATCHING REQUIRED (A193.6.3.50)1 c. NON RATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (19.36.3.121 d. DOOR CLOSER NOT REQUIRED (1936.3.11) e. MAX 118°GAP AT HINGE, LATCH B TOPON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (NFPA 806.3.17f f. MAX.1"UNDERCUT FROM STMOF DOOR TO FINISH FLOOR (19.3.6.3.4) g. PERIMETER WALLS OF AREAS OPEN TO CORRIDOR CONSTRUCTED TO MATCH CORRIDOR PARTIONS AND CEILING (842) h. FIRE OR SMOKE DAMPERS NOT REQUIRED (193 7 4) ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. 314 HOUR RATED DOOR & FRAME (TABLE 8.3A 2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (83.3.3) c. POSITIVE LATCHING REQUIRED (1936.3.5) d. NON RATED PROTECTIVE PLATE UP TO 48" (193.214) e. MAX 118"GAP AT HINGE, LATCH B TOP ON PULL SIDE (8.5.4.1& NFPA 806.3.1.7) - f. MAX 314"DOOR UNDERCUT (NFPA 804.8.4.1) g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804,45) h, FIRE DAMPERS REQUIRED i. NO LOUVERS IN DOORS (8.3.56.1) (8 43-3) TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. 1 b2 HOUR RATED DOOR & FRAME (TABLE 8.3 4 2) i2 b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.33) !C POSITIVE LATCHING REQUIRED 09.36.3.5) -- d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER THAN 48" ABOVE BOTTOM OF DOOR (19.3.2.1.4) W e. MAX 11T GAP AT HINGE, LATCH B TOP ON PULL SIDE (85.4.1&NFPA 806317) — I MAX 314"DOOR UNDERCUT (NFPA804.84.1) g. FIRE GLAZING SIZE LIMITED TO AREATESTED (NFPA 8044.5) h. 112 HOUR FIRE DAMPER REQUIRED (8.3.5.6.1) t. NO LOUVERS IN DOORS (84.3.3) 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 (TABLE834.2) I . SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.78&8.54.4) c. POSITIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.37.8) d. NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHT IS PERMITTED (19.3.76.1) 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 T) f. EXISTING ASTRAGALS SHALL REMAIN g. MAX 34°DOOR UNDERCUT (NFPA 804.841) h FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80445) ICI i. FIRE/SMOKE DAMPER(S) REQUIRED (8552) j. NO LOUVERS IN DOORS (84.3.3) TWO HOUR FIREISMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19.3.7) ar a. 112 HOUR RATEDDOOR & FRAME (TABLE 83.42) j B b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.37B&8.54A) c. POSITIVE LATCHING REQUIRED (1937.8) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER fY ■ THAN 16'ABOVE BOTTOM OF DOOR e. MAX 118"GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS (NFPA 8064.5) ry AND AT MEETING EDGES OF PAIR OF DOORS (8.5.418 NFPA 806.3.1.7) f, EXISTING ASTRAGALS SHALL REMAIN ® g. MAX 34"DOOR UNDERCUT (NFPA 804.8.4.1) h. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804.4.5) i. FIRESMOKE DAMPER(S) REQUIRED B55.2) NO LOUVERS IN DOORS (8.433) RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL OF F( p��O �P,E ••� ioo—JIN K1M • • • • CM • �•• AR95652 ;� % f , c c r ED A." N by VarJin Kim ON: .a11 Nim. W Y00—J i n OO--R I,N.,.-.COnI5I902z6 A0000830 O DaW2MM.2921.50.52-W Z W SIGNATURE J V Q U Q REVISIONS DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: SMOKE COMPARTMENT LIFE SAFETY PLAN Al 01 8 0 8 16 PROJECT STATUS: CONSTRUCTION SCALE: 118" =1'-0° DOCUMENTS 5 0 C 3 A An NOTE: REFER TO PHASING SH, SHEETS PH001, PH002, AND PH003 FOR HEPA MACHINES, TEMPORARY FIRE EXTINGUISHERS AND EXIT SIGNS, METHOD AND LOCATION OF THE EXHAUST DUCTS AND THE CLASS PRECAUTIONS (DURING CONSTRUCTION/ UPON COMPLETION CONSTRUCTION). - #4@18"O.C. NEW CONIC. SAW CUT EXIST, SLAB SLAB, MATCH - EXIST. SLAB EXIST THICKN _ya_._ Z .,u DRILL 4" INTO EXIST. SLAB AND EPDXY W/ VAPOR BARRIER HILTI HIT-HY 200, TYP. BACKFILL W/ (2) #4 CONT. COMPACTED GRANULAR MATERIAL NOTE: SEE SPEC FOR SOIL TREATMENT FOR TERMITE CONTROL. SEE STRUCTURAL DWGS FOR ADDITIONAL INFORMATION TRENCH DETAIL 2 SCALE: 3/4" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 1< 0yo 000 0 O O E3 0 010000O I DINNING AREA REL OAT D I ' BASE COUNTER � \Q C> O O 00� 000 0�0 o�oo� 0 0rj 00 00 0��, 2 3 D3 BAKERY IEXIST. CLG. — I TO REMAIN 1�1 I I i 4 FREEZEF r OFFICE 1� 4'-0" I� _ - o `1 X D4 _ DRY STORAGE t I D6 ELECTRICAL BREAK DOWN- `N'' V �' �, AREA \ �-� � I OFFICE ��� � � � D3 01 27 MECHANICAL 24 24 L IIII MECHANICAL I i m 10 II I REFRIGERATOR REF FREEZER FREEZER - I I it I - D1 11 I-iI D8 - II I 11 11 11 ! 18 \ - _ _- - DIETICIANS - 10 l_ ' ` D9 18 I L' `J D5 DIETARY SERVICES P�;-- D1 D2 D4ell 1 D4 } - 22 T Lx,,11 SERVERY PREP ---� I —> — — — Lit ( — - +fiOT r u i I SUPERVISOR D3 11 "INE 10 r �� 29 - U� j�[7 7 - - D5 MII X DIET I� I I I — 33— J LI I ILI�J 21 I� -- — _ - -J d D#SHWASH RM. - 1 I I �-_— - --- � � I � I I� � D3 11 _ _ ��I I I TOILF.��T _� - LA -- - D5 I ICI II iI�� � II 1 " � C TEMPORARILY LL — — —T— ! I I D4 -- ''��7—_..- OFFICE - r.�, OFFICE ELOCOU EXISTING .' I - I��—FA1 -� — ASE COUNTER AS I j}I ICI i _ II D7 I NOWN - - - u II j III I I I L a,. D3 =TOILE I D1 I�-_ - - - - -- -- l9'I - - - -- - -- _ VENDING/ 1 __ , I� I I ��� TRAY RETURN II I 2 1 - 101 - 1 I�� v� _ _ !WOMEN R.R. MEN R.R. OFFICE D5 - _ _ �- )21 CORRIDOR III f! DEMOLITION FLOOR PLAN '] 4 5 DEMOLITION PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN REMOVE EXISTING CONSTRUCTION --------� SCOPE OF WORK 1 EXTENT OF SLAB REMOVAL DEMOLITION PLAN KEYNOTES D1 REMOVE ALL EXISTING KITCHEN EQUIPMENT & PLUMBING FIXTURES. GC TO COORDINATE WITH THE OWNER FOR SALVAGING AND 0 STORAGE OF EQUIPMENT (PER FOOD CONSULTANT DRAWINGS) DURING CONSTRUCTION D2 REMOVE EXISTING GWB CEILING AND ALL CEILING DEVICES IN KITCHEN AREA (INCLUDING EXHAUST HOOD OVER HOT PREP AREA) D REMOVE EXISTING SUSP. CEILING SYSTEM AND ALL CEILING DEVICES. REFER TO MEP/FP DEMOLITION PLANS FOR INFO ON CEILING AND WALL DEVICE REMOVAL. SEE GENERAL FIRE SPRINKLER NOTES SHEET 0002 D4 REMOVE TEXTURED FIBERGLASS FRP PANELS AND BUMPER RAILS. PREPARE WALL TO RECEIVE NEW WALL PANELS. D5 REMOVE ALL EXISTING FIBERGLASS RESIN WALL PANELS. PREPARE WALL TO RECEIVE NEW WALL PANELS D6 REMOVE PORTION OF WALL FOR NEW HM WINDOW D7 REMOVE EXISTING ROLLING COUNTERTOP DOOR AND FRAME D8 CAREFULLY CUT AND REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR NEW DUCT WORK. SEE MECHANICAL DRAWINGS. pg REMOVE EXISTING ELECTRICAL PANELS. REFER TO ELECTRICAL DWGS DERATE EXISTING WALLS. REPLACE STENCILED RATING IDENTIFICATION ON PARTITIONS TO'SMOKE TIGHT WALL' 11 HATCHED AREA INDICATES REMOVE EXISTING FLOOR SLAB (INCLUDING QUARRY TILE FLOORING & WALL BASE) & ALL PLUMBING DRAIN PIPING & WATER SUPPLY PIPING BELOW REMOVED FLOOR SLAB REMOVE EXISTING FLOOR FINISH AND WALL BASE PREPARE SURFACES TO RECEIVE NEW FLOOR FINISH AS SCHEDULED. 0 REMOVE EXISTING DROPPED SOFFIT CEILING. RETURN PENDANT 19 LIGHTS TO OWNER FOR REUSE REMOVE EXISTING OVEN HOOD. SEE MECHANICAL DRAWINGS REMOVE EXISTING WOOD WAINSCOT WALL PANELS. PREPARE WALL Y , y TO RECEIVE NEW FINISH REMOVE AND REPLACE EXISTING KITCHEN EQUIPMENT PER FOOD Y , y SERVICE CONSULTANT DRAWINGS. 17 REMOVE ACCORDIAN DOOR, TRACK & HEADER � REMOVE EXISTING WALL COVERING. PATCH AND REPAIR OR SKIM 20 Y , y COAT WALL SURFACES TO REMAIN AS REQUIRED TO ACCEPT NEW PAINT WALL FINISH. -- IT REMOVE EXISTING ALUMINUM STOREFRONT DOOR & WINDOW SYSTEM �r REMOVE WINDOW AND WALL BELOW. PREPARE FOR NEW HM DOOR, 1 I HM FRAME AND WALL INFILL. REPAIR WALL TO MATCH FINISH OF ADJACENT EXISTING 21 REMOVE CORNER GUARDS. PATCH AND REPAIR WALL TO RECEIVE I. NEW FINISH REMOVE EXISTING COOK LINE EXHAUST HOOD AND FIRE SUPPRESSION SYSTEM. SEE MECHANICAL DRAWINGS. REMOVE EXISTING CASEWORK EXISTING RAISED CONCRETE PAD TO BE SAW CUT AND REMOVED. PROVIDE SMOOTH FINISH TO FLOOR REMOVE EXISTING WATER SOFTENER SYSTEM ---- 0 REMOVE EXISTING LOUVER OFFICE 27 REMOVE EXISTING LANDSCAPE. LOCATE EXISTING UNDERGROUND UTILITIES IN THE AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN j PLACE, PROVIDE ADEQUATE MEANS OF PROTECTION DURING -- EARTHWORK OPERATIONS. e - 9 REMOVE MCC PANEL. REFER TO ELECTRICAL DRAWINGS OFFICE I 10� CUT AND REMOVE PORTION OF SOFFIT CEILING AND FRAMING PBX RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www,rsandh.com FL Cert. Nos. AAC001886 « IB26000956 5620 " LCC000210' GB238 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL (o �y00-JIN kl4f —0fiFr•F— AR95652 CD CD A `RED bYvw,�� wm Wc�hj Yoo-J i n Pr� '> ° >,° M°°°°°B° o N. owe. 202D.a82B Yta2°doe aa' O U z w_ SIGNATURE J U a U a REVISIONS NO. DESCRIPTION DATE 1 - REVISION NO. 1 6/15/20 DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: DEMOLITION FLOOR PLAN SHEET ID: AD1 01 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 5 W1 C BI A �.j A • - - / NEW CONSTRUCTION WORK AREA OF WORK ,, - PH1-4 FEd (WALL AND DOOR )TO ENCLOSE 1 = POT & DISH WASHING AREA 1 - PHT1 1 I! - REMOVE EXISTING BAKERY EQUIPMENT PER FOOD SERVICE - CONSULTANT DRAWINGS - rH� BAKERY L PH1- 3 NOTE: THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY ] E DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS - CLASS IV DURING CONSTRUCTION: 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 HEPA VACUUM FOR VACUUMING PRIOR TO EXIT BEFORE CONSTRUCTION BEGINS. 3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. 4. SEAL OLES, PIPES, CONDUITS, AND PUNCTURES. 5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA 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 THROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPT. UPON COMPLETION 1. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREAD OF DIRT AND DEBRIS 2. CONTAIN CONSTRUCTION WASTE BEFORE TRNASPORT IN TIGHTLY COVERED CONTAINERS. 3. COVER TRANSPORT RECETACLES 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. DRY STR_ NEW CONSTRUCTION WORK TO - -- -- -- ENCLOSE NEW ELECTRICAL PANELS. i I OPEN AIR BREEZEWAY OPEN AIR BREEZEWAY � I STAIR „C„ OFFICE ' --- ---- -- w - J �C) - Q i AREA OF WORK • - ♦�_ - =• - 1 PI1-1 o 1-4 ELECTRICAL - 1 r i 1 1-=------ --- i_ --- , ` V- -i TEMP! ---- - ', STORAGE PH1-3 FE _ OFFICE PHASE 1 CONSTRUCTION SCALE- N.T.S. DIETICIANS CORRIDOR L, _ _ _ CONTRACTOR ACCESS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 1 3 I 4 expressed written consent of this corporation is prohibited. All rights reserved. PHASING SCHEDULE PHASE 1: (CONSTRUCTION COMPLETION BY DECEMBER 2020) 1. REMOVAL OF EXISTING HOODS AND CONSTRUCTION OF WALL. DOOR, EF1-1 AND ASSOCIATED DUCTWORK TO ENCLOSE POT/ DISHWASH AREA IN THE BAKERY AREA. 2. RENOVATE DISHWASH ROOM, EVS, ADJACENT PASSAGEWAY AND STAFF TOILET/ ROOMS. 3. WORK INCLUDES REMOVAL/ REPLACEMENT OF THE FLOORING AND FLOOR SLAB TO REPLACE UNDERGROUND UTILITIES (SEE PHASING PLAN FOR EXTENT OF SLAB REMOVAL). 4. REMOVAL/ REPLACEMENT OF THE CEILING, ALL CEILING DEVICES AND WALL FINISHES. 5. REMOVAL AND REPLACEMENT OF DISHWASH ROOM EQUIPMENT (PER FOOD SERVICE CONSULTANT DRAWINGS) AND WATER SOFTENER SYSTEM. 6. CONSTRUCT WALL AND DOORS FOR NEW ELECTRICAL PANELS IN TEMPORARY STORAGE ROOM 7. REPLACEMENT OF MECHANICAL AND ELECTRICAL SYSTEMS. 8. REPLACEMENT OF MAIN PLUMBING SYSTEM RUNNING BENEATH THE DISHWASH AND ADJACENT PASSAGE AREA. 9. OBTAIN C. O. FOR USE OF RENOVATED DISHWASH ROOM AND STAFF TOILET ROOMS. PHASE 2: (CONSTRUCTION DURING 2ND QUARTER OF 2021) 1. TEMPORARY KITCHEN PREP WILL BE SET UP IN THE BAKERY AREA. REMOVAL/ REPLACEMENT OF FOOD SERVICE EQUIPMENT PER FOOD SERVICE CONSULTANT DRAWINGS, 2. CONSTRUCT NEW CONCRETE PAD AND INSTALL NEW AHU IN COURTYARD. PROVIDE ALL NECESSARY HARDWARE AND ACCESSORIES TO COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO CONNECTING TO THE EXISTING CHILLED WATER AND REHEAT SYSTEM IN THE EXISTING MECHANICAL ROOM. THE MAIN KITCHEN MUST REMAIN IN OPERATION UNTIL PHASE 3. CONSTRUCT WALLS AND DOORS TO ENCLOSE NEW AIR HANDLER UNIT. 3. RENOVATE SERVERY AREA TO ADD NEW RETAIL SERVING LINE AND COOKLINE PER FOOD SERVICE CONSULTANT DRAWINGS. 4. RENOVATE DIETICIAN OFFICE TO CONVERT TO DRY STORAGE. 5. RENOVATE/ FINISH UPGRADE PASSAGEWAY AND NEW DIETICIAN OFFICE. 6. REPLACEMENT OF MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. 7. OBTAIN C.O. FOR USE OF RENOVATED OFFICE, DRY STORAGE, SERVERY AND TEMPORARY KITCHEN PREP. PHASE 3 & 4: (CONSTRUCTION AFTER PHASE 2) 1. RENOVATE EXISTING KITCHEN AREA. 2. WORK INCLUDES REMOVAL/ REPLACEMENT OF THE FLOORING AND FLOOR SLAB TO REPLACE ALL UNDERGROUND UTILITIES. REMOVAL/ REPLACEMENT OF THE FINISHED CEILING, ALL CEILING DEVICES. WALL FINISHES AND FOOD SERVICE EQUIPMENT. REMOVAL OF EXISTING AHUs AND LOUVER IN THE EXISTING MECHANICAL ROOM. CONSTRUCT INFILL WALL AT LOUVER OPENING AND CONCRETE PADS FOR EQUIPMENT CONDENSER UNITS. 3. REPLACEMENT OF MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS, 4. REPLACEMENT OF MAIN PLUMBING SYSTEMS RUNNING BENEATH THE KITCHEN AREA. 5. REMOVAL/ REPLACEMENT OF DOORS IN THE ENGINEERING ROOM. 6. REMOVAL/ REPLACEMENT OF FOOD SERVICE EQUIPMENT IN TEMP. KITCHEN PREP (BAKERY) TO CONVERT TO DRY STORAGE 1 7. OBTAIN C.O. FOR USE OF RENOVATED KITCHEN AND DRY STORAGE. PHASE 1 SEQUENCE NOTES QPI-1 OWNER VACATES PHASE 1 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES 1 PI1-2 CONTRACTOR INSTALLS DUST BARRIER PARTITIONS AND SETS UP ICRA PI1-3 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST. SEE MECHANICAL DRAWINGS. PI1-4 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 1 AREA OF WORK, PI1-5 CONTRACTOR SCHEDULES ACHA AND BUILDING DEPARTMENT INSPECTIONS PI1-6 UPON INSPECTION APPROVALS. OWNER EQUIPS AND OCCUPIES PHASE 1 AREA OF WORK. PHASING PLAN LEGEND EXISTING ITEM TO REMAIN EXISTING ITEM TO BE DEMOLISHED SCOPE OF WORK EXISTING TO REMAIN/ NOT IN Q CONTRACT TAPE SEAL FULL PERIMETER OF DOOR (BOTH SIDES) EXISTING 2HR FIRE WALL. DECOMMISSION THIS WALL TAPE SEAL FULL PERIMETER OF DOOR (BOTH SIDES) EXISTING 1HR FIRE WALL. DECOMMISSION THIS WALL REMOVE EXISTING FLOOR SLAB AND BELOW GROUND UTILITIES AS INDICATED. REMOVE CEILING TILES AS REQUIRED FOR CONNECTING TO EXISTING DUCTWORK. REMOVE AND ADD NEW WATER SOFTENER SYSTEM EXTENT OF SLAB REMOVAL I.C.R.A DUST BARRIER LEGEND TEMPORARY CONSTURCTION DUST BARRIER WALL - SEE DETAIL A-501 TEMPORARY PLASTIC MEMBRANE DUST BARRIER: USED IN SERVERY FOR WORK RELATED TO NEW DUCTWORK. EXTEND PLASTIC MEMBRANE FROM FLOOR TO CEILING. SEAL TIGHT DURING CONSTRUCTION. PATH OF CONTRACTOR ACCESS FROM EXTERIOR DOOR TO ENTRY DOOR OF CONSTRUCTION ANTE ROOM. PROVIDE STICKY MATTS ON BOTH SIDES OF ANTE CONTRACTOR ACCESS ROOM DOOR. A DIFFERENTIAL - - - - - - - - - n PRESSURE GAUGE ADJACENT TO THE ♦� ANTE ROOM DOOR, AND A HEPA VACUUM INSIDE OF THE CONSTRUCTION ANTE ROOM. REFER TO OWNER'S ICRA PERMIT FOR ADDITIONAL REQUIREMENTS NIGHT SHIFT WORK AREA: INSTALL PLASTIC MEMBRANE DUST BARRIER FOR OVERNIGHT ABOVE CEILING WORK IN THIS AREA, COORDINATE ACCESS TO EACH SPACE WITH OWNER AND SAFETY OFFICER AND FOLLOW OWNER'S ICRA PROTOCOLS FOR ABOVE CEILING WORK. REMOVE DUST BARRIER AND CLEAN SPACE BY 6 A.M. -i _IC 71 NEGATIVE PRESSURE HEPA FILTER LHJ I[ y MACHINE. SEE MECH. DWGS NOTE: THE PRIMARY AND FIRST INSPECTION OF AN ICRA IS THE RESPONSIBILITY OF THE FACILITY. PROCEDURES INCLUDE A PERMIT AND DAILY INSPECTION THAT IS TO BE LOGGED IN. AT THE 80%, FACILITY MUST PROVIDE A COPY OF THE ICRA LOG AND PERMIT (SIGNED BY FACILITY AND CONTRACTOR) TO ARCH REVIEWER (AT THE INITIAL MEETING) BEFORE CONDUCTING THE SURVEY OF THE AREA FOR ICRA COMPLIANCE. CONTRACTOR TO PROVIDE TEMPORARY EXIT SIGNS AND FIRE EXTINGUISHERS AS REQUIRED. 5 RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 so h Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL OF .F(o��o j00-JIN Kly M AR95652CD co CD CD E D Ar,, N 1C 11y Y*1Jin Kim w YOO-J i n � K Ki m �sH' N� C.U$01147��BCo00oaB30. Q O Deb: 2020.062921'. 35'.25-NX U F- Z w_ SIGNATURE J U a U x Q REVISIONS Ain nGCrDIDTInkl nATG DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/ KIN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: PHASING PLANS SHEET ID: PH001 PROJECT STATUS: CONSTRUCTION DOCUMENTS P. IN C A A 1 I 2 I 3 I 4 I 5 . TEMP POT/ EC 0 I DISH WASH (-1 -CLOCKER - —� -- — REMOVE &REPLACE EXISTING — BAKERY EQUIPMENT PER FOOD 1 SERVICE CONSULTANT _ PH2-5 REF _ DRAWINGS (EXISTING PLUMBING 1 I" FIXTURES TO REMAIN) i 1 BAKERY PH2 1 U 1 �� H� PH2-4 0 , UPGRADE EXISTING WALLS AREA OF WORK --�Ll 7 �� 1 TO 1-HOUR RATED ---- - - - - - 1 �- I_ J FREEZER I 11 ' NIGHT WORK: 1 I I I CART REPLACE WAINSCOT WALL 1 -; I I WASH PANELS ALONG PASSAGEWAY ; _ _ =7 ART WASH DRY STR 1 1 IOFFICE I I� �j _ NOTE: THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY 7] n DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS - CLASS IV DURING CONSTRUCTION: 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 HEPA VACUUM FOR VACUUMING PRIOR TO EXIT BEFORE CONSTRUCTION BEGINS. 3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. 4. SEAL 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 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 THROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPT. UPON COMPLETION 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 RECETACLES 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. 0 ; 0 --------------------------------'0 OPEN AIR BREEZEWAY s I _ 4& STATR „C„ I �i OFFICE 1 lC ) ELEC. , t \ i - -- - FE PHI-6 f I� I TEMP. PH2-3 r--• AREA OFWOF I STORAGE PH2-5 j -fir ❑ � � I I �cnrc 1 � � 5''PASSAGE 1 1 1 PHASE 2 SEQUENCE NOTES APH2-1 OWNER VACATES PHASE 2 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PH2-2 CONTRACTOR RELOCATES MICROWAVE COUNTERTOP TO TEMPORARY LOCATION. COORDINATE WITH OWNER FOR TEMPORARY LOCATION PH2-3 CONTRACTOR INSTALLS DUST BARRIER PARTITIONS AND SETS UP ICRA PH2-4 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST. SEE MECHANICAL DRAWINGS. PH2-5 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 2 AREA OF WORK. PH2-6 NIGHT WORK: INSTALLS PLASTIC MEMBRANE DUST BARRIER FOR OVERNIGHT ABOVE CEILING WORK IN THIS AREA. REMOVE DUST BARRIER AND CLEAN SPACE BY 6 A.M. PH2-7 CONTRACTOR SCHEDULES ACHA AND BUILDING DEPARTMENT INSPECTIONS PH2-8 UPON INSPECTION APPROVALS, OWNER EQUIPS AND OCCUPIES PHASE 2 AREA OF WORK. UPGRADE EXISTING WALLS TO 1-HOUR RATED EXISTING 2HR FIRE WALL. DECOMMISSION THIS WALL - TAPE SEAL FULL PERIMETER OF DOOR (BOTH SIDES) DEMO AND NEW CONSTRUCTION WORK IN RETAIL AREA. NEW EQUIPMENT PER FOOD SERVICE CONSULTANT DRAWINGS. -�\ %�.--..--`5�.,�---�-�. CORRIDOR _ EXISTING 1 HR FIRE WALL. DECOMMISSION THIS WALL PHASE 2 CONSTRUCTION PHASING PLAN LEGEND EXISTING ITEM TO REMAIN i - — — — - EXISTING ITEM TO BE DEMOLISHED - SCOPE OF WORK EXISTING TO REMAIN/ NOT IN CONTRACT I.C.R.A DUST BARRIER LEGEND TEMPORARY CONSTURCTION DUST -- - - - BARRIER WALL - SEE DETAIL A-501 TEMPORARY PLASTIC MEMBRANE DUST BARRIER: USED IN SERVERY FOR WORK RELATED TO NEW DUCTWORK. EXTEND PLASTIC MEMBRANE FROM FLOOR TO CEILING. SEAL TIGHT DURING CONSTRUCTION. PATH OF CONTRACTOR ACCESS FROM EXTERIOR DOOR TO ENTRY DOOR OF CONSTRUCTION ANTE ROOM. PROVIDE STICKY MATTS ON BOTH SIDES OF ANTE CONTRACTOR ACCESS ROOM DOOR. A DIFFERENTIAL ---------as PRESSURE GAUGE ADJACENT TO THE %10 ANTE ROOM DOOR, AND A HEPA VACUUM INSIDE OF THE CONSTRUCTION ANTE ROOM. REFER TO OWNER'S ICRA PERMIT FOR ADDITIONAL REQUIREMENTS NIGHT SHIFT WORK AREA: INSTALL PLASTIC MEMBRANE DUST BARRIER FOR OVERNIGHT ABOVE CEILING WORK IN THIS AREA. COORDINATE ACCESS TO EACH SPACE WITH OWNER AND SAFETY OFFICER AND FOLLOW OWNER'S ICRA PROTOCOLS FOR ABOVE CEILING WORK. REMOVE DUST BARRIER AND CLEAN SPACE BY 6 A.M. l I[ 21 NEGATIVE PRESSURE HEPA FILTER LHj V[ ) MACHINE. SEE MECH. DWGS NOTE: THE PRIMARY AND FIRST INSPECTION OF AN ICRA IS THE RESPONSIBILITY OF THE FACILITY. PROCEDURES INCLUDE A PERMIT AND DAILY INSPECTION THAT IS TO BE LOGGED IN. AT THE 80%, FACILITY MUST PROVIDE A COPY OF THE ICRA LOG AND PERMIT (SIGNED BY FACILITY AND CONTRACTOR) TO ARCH REVIEWER (AT THE INITIAL MEETING) BEFORE CONDUCTING THE SURVEY OF THE AREA FOR ICRA COMPLIANCE. CONTRACTOR TO PROVIDE TEMPORARY EXIT SIGNS AND FIRE EXTINGUISHERS AS REQUIRED. RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620' LCC000210' GB238 •a Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd, Zephyrhills, FL 33541 SEAL 0F•Fko `_ . 9 • Epp—JIN /CGy �, m AR95652 ?�, •V o �• .;�, QED A ` Yo Dlpilally g Oy o Jin Km j W Yoo-J i n l'rW °° ,s°, ,< D•1•: 20 M2821:35.55-0d.W O U z w_ SIGNATURE U a CU 2 a REVISIONS NO. DESCRIPTION DATE 1 REVISION NO.1 6/15/20 DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: PHASING PLANS SHEET ID: PH002 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. `A SCALE: 1/8" = 1'-0" 3 4 5 1 I 2 1 3 1 4 5 D C A DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS - CLASS IV DURING CONSTRUCTION. 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 HEPA VACUUM FOR VACUUMING PRIOR TO EXIT BEFORE CONSTRUCTION BEGINS. 3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. 4. SEAL 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 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 THROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPT. UPON COMPLETION 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 RECETACLES 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. MI. PHASE 3 CONSTRUCTION OPEN AIR BREEZEWAY UI V� w U U Q i -- OI7 U ( - I � H 0 ELECTRICAL ILET EVS \ TEMP. POT/ r r DISH WASH LOCKER I � I --- / REF I TEMP KITCHEN/ PREP L CORRIDOR FREEZER I ? I ii CART WASF DRY STR OFFICE 101 � Tj -d OPEN AIR BREEZEWAY it I I STAIR "C„ I I III------- ---_------ OFFICE _ ELEC. _ low LU � >< - -- Q X �o I- - X ENGINEERING ' Z DIETICIAN —_� X 7 �_ OU s EVS OILE TEMP. POT 4_____ DISH(WASH -\LOCKER_ AREA OF 1 WORK 1 1 - --- �� i III !`t \REMOVE FOOD SER�VIC�EE EQUIPMENT 1 REF 1 F II 11191 III RAcE 1 LIJ_�III L J 1 I — TEMP. KITCHEN 1 PREP ` P1-14-1 1 PI4-2 1 1 1 FREEZER 1 �LlLI 1 X �� 1 DRY- STAR _ OFFICE F PHASE .44C ONSTRUCTION 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 ® 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 / 5620 " LCC000210' GB238 7 Q/ �� SCALE. 1/8" = 1'-0" PHASE 4 SEQUENCE NOTES API4-1 OWNER VACATES PHASE 4 AREA OF WORK AND REMOVES SHELVING AND ACCESSORIES PI4-2 CONTRACTOR REMOVES/ RELOCATES FOOD SERVICE EQUIPMENT AND REPLACE WITH NEW SHELVING FOR DRY STORAGE USE 0 PHASE 3 SEQUENCE NOTES PI3-1 OWNER VACATES PHASE 3 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PI3-2 CONTRACTOR INSTALLS DUST BARRIER PARTITIONS AND SETS UP ICRA PI3-3 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST. SEE MECHANICAL DRAWINGS. PI3-4 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 3 AREA OF WORK PI3-6 TAKE DISHWASK ROOM OUT OF SERVICE FOR ABOUT A WEEK DURING PHASE 3 TO REMOVE CEILING FOR NEW DUCTWORK. INSTALL PLASTIC MEMBRANE DUST BARRIER FOR ABOVE CEILING WORK IN THIS AREA. COORDINATE ACCESS TO EACH SPACE WITH OWNER AND SAFETY OFFICE AND FOLLOW OWNER'S ICRA PROTOCOLS FOR ABOVE CEILING WORK. PI3-6 NIGHT WORK: INSTALLS PLASTIC MEMBRANE DUST BARRIER FOR OVERNIGHT WORK IN THIS AREA. REMOVE DUST BARRIER AND CLEAN SPACE BY 6 A.M. PH3 CONTRACTOR SCHEDULES AHCA AND BUILDING DEPARTMENT INSPECTIONS PH3-8 UPON INSPECTION APPROVALS, OWNER EQUIPS AND OCCUPIES PHASE 3 AREA OF WORK REMOVE EXISTING DOOR PHASING PLAN LEGEND REMOVETEMPORARY STORAGE RACKS EXISTING ITEM TO REMAIN CUT PORTION OF WALL FOR - — — — - EXISTING ITEM TO BE DEMOLISHED NEW DOOR OPENING SCOPE OF WORK TAPE SEAL FULL PERIMETER OF DOOR - (BOTH SIDES) EXISTING TO REMAIN/ NOT IN Q CONTRACT EXTENT OF SLAB REMOVAL I NIGHT WORK: NEW CONSTRUCTION WORK (WALL AND DOOR) — TAPE SEAL FULL PERIMETER OF DOOR (BOTH SIDES) REMOVE AND ADD NEW WATER SOFTENER SYSTEM I.C.R.A DUST BARRIER LEGEND TEMPORARY CONSTURCTION DUST BARRIER WALL - SEE DETAIL A-501 TEMPORARY PLASTIC MEMBRANE DUST BARRIER: USED IN SERVERY FOR WORK RELATED TO NEW DUCTWORK. EXTEND PLASTIC MEMBRANE FROM FLOOR TO CEILING. SEAL TIGHT DURING CONSTRUCTION. PATH OF CONTRACTOR ACCESS FROM EXTERIOR DOOR TO ENTRY DOOR OF CONSTRUCTION ANTE ROOM. PROVIDE STICKY MATTS ON BOTH SIDES OF ANTE CONTRACTOR ACCESS ROOM DOOR. A DIFFERENTIAL — — — — — — —�—Mlll PRESSURE GAUGE ADJACENT TO THE ♦�♦ ANTE ROOM DOOR. AND A HEPA VACUUM INSIDE OF THE CONSTRUCTION ANTE ROOM. REFER TO OWNER'S ICRA PERMIT FOR ADDITIONAL REQUIREMENTS NIGHT SHIFT WORK AREA: INSTALL PLASTIC MEMBRANE DUST BARRIER FOR OVERNIGHT ABOVE CEILING WORK IN THIS AREA. COORDINATE ACCESS TO EACH SPACE WITH OWNER AND SAFETY OFFICER AND FOLLOW OWNER'S ICRA PROTOCOLS FOR ABOVE CEILING WORK. REMOVE DUST BARRIER AND CLEAN SPACE BY 6 A.M. P -1_� 71 NEGATIVE PRESSURE HEPA FILTER LHi I/- y MACHINE. SEE MECH. DWGS NOTE: THE PRIMARY AND FIRST INSPECTION OF AN ICRA IS THE RESPONSIBILITY OF THE FACILITY. PROCEDURES INCLUDE A PERMIT AND DAILY INSPECTION THAT IS TO BE LOGGED IN. AT THE 80%. FACILITY MUST PROVIDE A COPY OF THE ICRA LOG AND PERMIT (SIGNED BY FACILITY AND CONTRACTOR) TO ARCH REVIEWER (AT THE INITIAL MEETING) BEFORE CONDUCTING THE SURVEY OF THE AREA FOR ICRA COMPLIANCE. CONTRACTOR TO PROVIDE TEMPORARY EXIT SIGNS AND FIRE EXTINGUISHERS AS REQUIRED. AdventHealth PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd, Zephyrhills, FL 33541 SEAL 0 F Q 0',P • yoo—JIN k/M M cc AR95652 CD V o ?E W by YooJn Kim 0 Yoo-Jin Klmw�w Z w_ SIGNATURE J U Q U Q REVISIONS NO DESCRIPTION DATE 1 REVISION NO. 1- 6/15/20 i DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: PHASING PLANS SHEET ID: PH003 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright (5- 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. SCALE- 1/8'' = 1'-0" 2 C 4 5 T- M N_ c.� d O O O 77 Cl) N W O U H Z W_ J U Q U Q expressed written consent of this corporation is prohibited. All rights reserved. 1 I 2 0 4 D CI BI A 00 00 O -� 0 A201 1 o M O 0 OOO�COOOCO�O OO O< O% OOOO Oyo 0 Q/ �0 0/ \< yo 0000000 A2o1 A3 2 2'- 4" 3'-8" J2 - 00 Cn I_ A201 3 A3_ SERVERY 102 l 1 __ . _.--._. STORAGE a' 123 A EVS�-� � � TOILET i 123 DRY STORAGE - 122 i A6 DRY STORAGE 121 : AREA OF WORK Vi0 O 1 SF - - \ELEC c c ❑ ❑ �� Ln 116A �I -FIE'o�- - ELECTRICAL - - - { 1' " PASSAGE L No ST -1ZONE DIETICIANS/ DIET 117 -- OFFICE ENGINEERING 10 rcD 115 -- - 7 rc D i PRINTER A5 5 A401 MECHANICAL II MECH --.--- __- 1 r a3o1 A3 AZ c - -- - - - - --- --- - — - _ _ - DRY STORAGE WALK-IN p A6 WALK-IN FREEZER REFRIGERATOR 1 113 112 A2 A7 - 4 A2 � }' FE o I I A6 12' - 8 1 /2" I / 111A 111B OPEN RACK A7 IIL SUPERVISOR OFFICE - 9 110 KITCHEN A401 - t F —1o8l A A 4 G E COOKLINE A8 12' - 5 1 /4" 14' - 9 1 /2" FEC l I Ll I TRAY LINE !� 109 ALIGN A401 2 A 12' - 5'� A4 D 107 OILET M PO' RETAIL2' 3 1/2° OFFICE OFFICE 4 A401 i X - CD TOILET j 1 N DISHWASH ROOM 5 106 106 O 103 �— RVERY Al 11 1 \ A FEc 2'-51/-- 101V T- N, '� WOMEN R.R. D A 104 PASSAGE j MEN R.R. OFFICE FIE 1 7' - 4 1 /2" 23' - 1 1 /4" j)_!..T1TR1.CT10N PLAN CORRIDOR CORRIDOR I FLOOR PLAN LEGEND w. EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION FEC FIRE EXTINGUISHER CABINET FIE FIRE EXTINGUISHER SCOPE OF WORK II EXISTING TO REMAIN --_ NOT IN CONTRACT FLOOR PLAN KEYNOTES Al PROVIDE CONCRETE SLAB AFTER INSTALLATION OF ALL UNDERGROUND UTILITIES. VAPOR BARRIERS SHALL BE PROVIDED ON GRADE UNDER ALL NEW INTERIOR CONCRETE FLOOR SLABS. SEE SPEC FOR SOIL TREATMENT FOR TERMITE CONTROL. A2 PROVIDE WALK-IN COOLER/ FREEZER (RECESS NEW FLOOR SLAB 4" IN THIS AREA SO INSULATED FLOOR PANELS ARE FLUSH WITH KITCHEN FINISH FLOOR).VERIFY RECESSED FLOOR DEPTH W/ COOLER MFR A3 CONCRETE HOUSE KEEPING PAD, REFER TO MECHANICAL AND STRUCTURAL DRAWINGS FOR SIZES AND ADDITIONAL INFORMATION. COORDINATE WITH APPROVED SHOP DRAWINGS. A4 REPLACE AND PATCH FLOOR WHERE WALLS WERE REMOVED TO MATCH WITH EXISTING A5 INFILL DOOR OPENING. FINISH AS REQUIRED TO MATCH ADJACENT CONSTRUCTION FOR AN UNDECTABLE REPAIR. A6 INFILL EXISTING, TO - BE ABANDONED WALL OPENING WITH COLD -FORMED STEEL STUD FRAMING. THE DESIGN AND DRAWINGS FOR THE COLD -FORMED STEEL INFILL FRAMING SHALL BE PREPARED BY THE CONTRACTOR'S DELEGATED COLD -FORMED STEEL FRAMING ENGINEER. SUBMIT CALCULATIONS AS WELL AS DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA FOR A/E DESIGN TEAM TO REVIEW. A7 UPGRADE EXISTING PARTITION AS REQUIRED TO COMPLY WITH 1-HR RATED ASSEMBLY UL-465. PROTECT ALL PENETRATIONS. PROVIDE RATING LABEL ABOVE CEILING AS REQUIRED. A8 TUBE STL. BRACING COLUMN. SEE DETAIL ON SHEET A501 A9 CONCRETE SIDEWALK 10 PAINT STRIPES AND LETTER ON THE FLOOR 11 INSTALL MOISTURE RESISTANT GWB ON ALL WALLS OF DISHWASH ROOM 11 GC TO PROVIDE & INSTALL ALL KITCHEN EQUIP. (REFER TO SUPPLEMENTAL KITCHEN EQUIP. DWGS). ALL RELOCATED OR REINSTALLED EQUIP. TO BE RELOCATED OR STORED BY GC. NOTE: CONTRACTOR TO PROVIDE IN -WALL FIRE RETARDANT BLOCKING FOR MILLWORK, WALL MOUNTED SHELF BRACKETS, HOSE REELS AND ALL SINK ASSOCIATED ACCESSORIES (COORDINATE WITH FOOD SERVICE EQUIPMENT DRAWINGS), PATCH AND REPAIR GYPSUM WALL BOARD AS REQUIRED. 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos, AAC001886' IB26000956 5620 ` LCC000210' GB238 0' Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL yo—JIN /(/ .. — M — . • AR95652 `41 CD o k0l'Q.) �En •ARC,, N yyy�d by Y«-�:n rcirti w Yoo-Jin C B30. Q f\11110-asr777[[[��777[[[N��.JJJJIl;C-US"'am Deb ­.OBP9Ei:Z/:4104'. O U Z W SIGNATURE J U Q U x Q REVISIONS NO. DESCRIPTION DATE 1 RE`/1cinni nin 9 RH G11Nn DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION FLOOR PLAN SHEET ID: Al 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 2 3 1 4 5 I C I �OoM 0 A CLEAN LINEN JANITOR 0 I II J I� TOILET EXISTING SCUPPER TO REMAIN EXISTING MTL GRAVEL STOP TO REMAIN CORRIDOR O / C/) SLOPE EXISTING ROOF DRAIN TO REMAIN W. n SLOPE -1 —0- rn JT EXISTING RTU TO REMAIN I EXISTING ROOF TO REMAIN SLOPE AREA OF ROOF WORK -SEE MECH DWGS —1 ar--------`— / � ��I PROPOSED NEW ',VENT LOC;/ TION`— \ O EXISTING EXPANSION 1 JOINTS TO REMAIN \ `T. .. / W a.. O U SLOPE i" ROOF PLAN-�LEVEL 2 2 SCALE: 118 = 1'-0" 1 1 1 1 1 REFLECTED CEILING PLAN SCALE: 1/8" = V-0" IM REFL. CEILING PLAN LEGEND 5/8" GYP. BD. ON 3 5/8" SUSPENDED MTL STD (GWB) 2' x 2' SUSPENDED ACOUSTICAL TILE CEILING SYSTEM (TYP. CEILING HEIGHT IS 9'-0" A.F.F. UNLESS NOTED OTHERWISE) ® EXIT SIGN EXIT PENDANT LIGHT FIXTURE 2' x 2' LIGHT FIXTURE; SEE ELECTRICAL V x 4' LIGHT FIXTURE; SEE ELECTRICAL 2' x 2' SUPPLY DIFFUSER SEE MECHANICAL 2' x 2' RETURN DIFFUSER SEE MECHANICAL 2' x 2' EXHAUST SEE MECHANICAL SPRINKLER HEAD • SEE MECHANICAL -17 EXISTING TO REMAIN NOT IN CONTRACT 0 REFL. CEILING PLAN KEYNOTES 1. PROVIDE NEW SUSPENDED CEILING SYSTEM EQUAL TO 'ARMSTRONG' KITCHEN ZONE 2' X 2' TILE #673 WITH ALUMINUM GRID 2. PAINT SOFFIT CEILING 3. NEW CEILING TO MATCH EXISTING 4. CEILING MOUNTED MONITORS. G.C. TO PROVIDE ADEQUATE SUPPORT ABOVE CEILING 5. NEW EXHAUST HOOD AND FIRE SUPPRESSION SYSTEM. SEE MECHANICAL DRAWINGS. G.C. TO PROVIDE ADEQUATE SUPPORT ABOVE CEILING. 6. WHERE WORK OCCURS IN SUSPENDED CEILING TO REMAIN, CAREFULLY REMOVE SUSPENDED CEILING FOR REINSTALL. WHERE MAN TEES ARE CUT AND REMOVED, REFRAME AS REQUIRED TO PROPERLY SUPPORT/ MAINTAIN EXISTING CEILING, REFER TO MECHANICAL AND STRUCTURAL DRAWINGS FOR SCOPE OF WORK ABOVE CEILING 7. NEW BULKHEAD AT 8' -2" A.F.F., EXTEND TO UNDERSIDE OF DECK, VERIFY HEIGHT OF WALK-IN COOLER/ FREEZE, COORDINATE WITH APPROVED WALK -IN COOLER/ FREEZER SHOP DWGS 8. REPLACE LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www,rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620' LCC000210' GB238 AdventHealth PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 17050 Gall Blvd. Zephyrhills, FL 33541 SEAL 0 F F(0��o . �00—JIN K/4 M • * • C4 • ca AR95652 v S> ;ED AReC, rom �i1n C 0-SHT1Nar—,,,Nw coNi�n eco11 0Yoo-Jin W 21� Deb: 20p.� 29'.03-Oa 00' O z w SIGNATURE J U Q U Q I REVISIONS NO. DESCRIPTION DATE 1 REVISION NO.1 6/15120 I DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: REFLECTED CEILING PLAN AND ROOF PLAN SHEET ID: Al 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 2 I 3 I 4 I 5 D C A AI Q ,n M V m 0 N O N N N rl- I Ih� I i 10 '- PATCH/MATCH EXISTING FLOOR FINISH An SERVERY 1- 102 FINISH PLAN �'7� SCALE: 1/8" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. DRY STORAGE 1i DRY STORAGE i ELEC wP-2 ELEC I PASSAGE - - ACT, - I P-1 WP_2 P 1 - t VB-1 ACT-1 WP-2/P-1 LVT-1 IB-1 -- ENGINEERING l QR-1 - DIETICIANS/ DIET - OFFICE 1 WP-2 MECH ACT-1 C-1 P-1 IB 1 A CORRIDOR E A FLOOR FINISH KEY 2 MANUF. STYLE COLOR SIZE REMARKS LUXURY VINYL TILE LVT-1 AMERICAN BILTRITE CEO-03 DARK GREY 9" X 48'' FIELD- REFER TO FLOOR PATTERN PLAN TEXAS GRANITE LVT-2 AMERICAN BILTRITE VTG-130 WHITE GREY 36" X 36" 6" INTEGRAL BASE. HEAT WELDED ROD VHW-45 TAUPE. MANUFACTURER REP CONTACT: BRYAN SHEET FLOORING VS-1 ALTRO STRONGHOLD #30 TO BE DETERMINED SEAMLESS WITH INTEGRAL COVE. BASE BID POLYMER MODIFIED CEMENTITIOUS COATING PMC-1 EUCLID CHEMICAL MICRO-CRETE POLYMER MODIFIED CEMENTITIOUS MICRO -TOPPING STAIN COLOR TO BE DETERMINED 4" INTEGRAL COVE. INTEGRALLY COLORED WITH THIN-CRETE COLOR PACKS. BID ALTERNATE #1 QUARTZ/ RESIN FLOORING QR-1 KEY RESIN COMPANY KEY QUARTZ B-125 TO BE DETERMINED 4" INTEGRAL COVE. BID ALTERNATE #2 SEALED CONCRETE SC-1 SCOFIELD SELECT SEAL PLUS, CONCRETE SEALER CLEAR BASE VINYL BASE VB-1 JOHNSONITE TRADITIONAL WALL BASE 80 FAWN 4" REFER TO FINISH PLAN FOR LOCATION VINYL BASE VB-2 JOHNSONITE TRADITIONAL WALL BASE MATCH EXITING MATCH EXISTING REFER TO FINISH PLAN FOR LOCATION STAINLESS STEEL BASE SB-1 COVE BASE BRUSHED ST.STL. 6" TYPICAL SERVERY COUNTER BASE WALL PAINT P-1 SHERWIN WILLIAMS SW 7016, EGGSHELL MINDFUL GRAY FIELD PAINT PAINT P-1E SHERWIN WILLIAMS SW7675, SEMIGLOSS SEALSKIN Q FOR HOLLOW METAL DOORS AND FRAMES PORCELAIN TILE PT-3 TBD TBD TBD TBD TYPICAL PIZZA OVEN WALL, U.N.O. INSTALL TILE STACKED VERTICALLY PROTECTIVE WALL COVERING WP-1 ALTRO PURAGUARD WHITE TYPICAL IN KITCHEN AND DISHROOM. FULL HEIGHT - TOP OF THE WALL BASE TO CEILING. PURAGUARD WITH TRIMS & CORNER GUARDS PROTECTIVE WALL COVERING WP-2 INPRO IPC 405 RIGID VINYL SHEET SHARKSKIN 0350 48" X 96" TYPICAL IN KITCHEN PASSAGE AND TOILET ROOMS. REFER TO SHT A401 CEILING ACOUSTICAL CEILING ACT-1 ARMSTRONG KITCHEN ZONE TILE #673 Q WHITE 24" X 24"X5/8" ACOUSTICAL CEILING GRID ACT-1A ARMSTRONG PRELUDE XL WHITE 15/16" EXPOSED NO GASKET REQUIRED 1 - ACCESSORIES CORNER GUARD CG-1 ALTRO CORNER GUARD STAINLESS STEEL SEE FINISH PLAN FOR LOCATIONS MILLWORK PLASTIC LAMINATE PL-1 WILSONART 7966K-12 5TH AVE ELM 2 TYPICAL VERTICAL SURFACE, U.N.O. PLASTIC LAMINATE PL-2 FORMICA ARTISAN FINISH OILED OLIVEWOOD 5481-43 TYPICAL VERTICAL SURFACE AT SERVERY COUNTERS SOLID SURFACE SS-1 WILSONART 9204CE MORNING ICE TYPICAL HORIZONTAL SURFACE, U.N.O. QUARTZ SURFACING QS-1 TBD TBD MATCH EXISTING TYPICAL HORIZONTAL SURFACE AT RETAIL COUNTER 3 FINISH TAG LEGEND CEILING WALL - BASE - FLOOR ALTRO PURAGUARD WALL PROTECTION PANEL (WP-1) SUBSTRATE SILICONE SEALANT (BY WALL CONTRACTOR) ALTRO C-4 CAP STRIP MIN. 4" COVE C3)— DETAIL SCALE: N.T.S. 4 MATERIAL CODE LEGEND ACC ACCESSORIES IB INTEGRAL BASE MVB MILLWORK VINYL BASE TB TILE BASE VB VINYL BASE C CEILING TILE PT PORCELAIN TILE GT GLASS TILE MT METAL MOSAIC TILE OR QUARTZ/ RESIN ST STONE TILE SVT SOLID VINYL TILE VS SHEET FLOORING P PAINT PL PLASTIC LAMINATE LVT LUXURY VINYL TILE VS VINYL SHEET SS SOLID SURFACE WC WALLCOVERING WP WALL PROTECTION EXP EXPOSED CEILING 1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607 -3999 813-289-5550 Fax 813-289-0263 www.rsandh.com FL Cert. Nos. AAC001886 ` IB26000956 5620' LCC000210' GB238 AdventHealth PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd, Zephyrhills, FL 33541 SEAL OFqM •�•;�'�VM�� .�K. u; - Y 00-J i n R'�m N=o' »° °°°°°& O dYu'. 2020 721U1:. 150— U N Z W_ SIGNATURE J U Q U 2 a REVISIONS NO. DESCRIPTION DATE i 1 REVISION NO.1 6/15/20 2 ADDENDUM NO.1 7/17/20 DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 J 2018 RS&H, INC. SHEET TITLE: FINISH PLAN AND SCHEDULE SHEET ID: Al 04 8 0 8 16 PROJECT STATUS: SCALE: 1/8" =1'-0° CONSTRUCTION DOCUMENTS I I 5 r E V CO C+J expressed written consent of this corporation is prohibited. All rights reserved. -0 i' _ I F P a „ ! r rnwr r yrr�► V— A N O O O M N W 0 0 U H Z W J U Q U Q 2 a CO L6 LP 0 N O N 00 N CO expressed written consent of trns corporation is pronoited. Ali rignts reserved. 4 5 _ _ �� _,�__ _, .._ s _ 11 n9�'la "JSINIIIA�+�A•�1 AA 7�2R' LI` _ _._ ! _.. __� -III I . III_'_1 71 1 I 2 I 3 I 4 I 5 C 7 5 A503 91_ 0„ (6 EQUAL) PL-1 X X o CAM LOCKS, TYP. SS-1 - COMBINATION CAM LOCKS o W/ KEY OVERRIDE, TYP. <N PL-1 ` e ®0. °® BRACKET m ° SUPPORT `v r,r 1'-6" 1 1'-6" 1'-6" 4'-8" _6" 1 A503 SUPERVISOR OFFICE 110 - EAST SCALE: 3/8" =1'-0" S CIS RETAIL COUNTER - NORTH SCALE: 3/8" =1'-0" m 0 Z T N � E i Y I I U <1 ALL RETAIL EQUIPMENT, SUCH AS DROP-1 UNITS AND SNEEZE GUARDS SCHEDULES USE IN MILLWORK COUNTERS SHALL BE w COORDINATED WITH EQUIPMENT VENDOI al (DEREK WYLES FROM TRI - MARK). GC IS a RESPONSIBLE FOR FURNISHING THE COF N PLACEMENT AND CUTOUTS REQUIREMEN o MILLWORK CONTRACTOR FOR COMPLETE o COORDINATION. GC TO PROVIDE N SHOPDRAWING OF MILLWORK COUNTER a COORDINATED EQUIPMENT FOR REVIEW E A a 1) a 0 KtIAILUUUNItK-JUUIN N 2 N SCALE: 3/8" =1'-0" SS-1 PL-1 COMBINATI W/ KEY OVE @ FILE DRAWI WP-2 WALL PROTECTION, SEE FINISH SCHEDULE i BASE (SEE FINISH SCHEDULE) TYP. PASSAGE WALL PROTECTION SCALE: 3/8" = 1'-0" 8' - 9 1 /2" �I INTERIOR HM WINDOW. REFER TO SHEET A601. PL-1 CAM LOCKS, TYf SS-1 COMBINATION CAM LO W/ KEY OVERRIDE, TYF SUPERVISOR OFFICE 110 - NORTH SCALE: 3/8" =1'-0" r1MI IAIfl RA1'11 IA =r% 11Af\AIITflMO LJ flfln n WP-2 WALL PROTECTION, SEE FINISH SCHEDULE v' VB-1 TOILET 106 & 107 1 SCALE: 3/8" =1'-0" 5 A503 o ' I J 0 N BRACKET SUPPORT C`I o ' ',KS 10'-8" WP-2 WALL PROTECTION, SEE FINISH SCHEDULE VB-1 TOILET 106 & 107 11 SCALE: 3/8" =1'-0" V.I. 3 1 A503 A503 DIETICIANS OFFICE 115 - EAST SCALE: 3/8" =1'-0" An An 5 A503 'I 14'-4" CAM LOCKS, TYP. KNEE SPACE /� o e 1'-61, 8'-51/2" -6" 1— COMBINATION CAM LOCKS 3 1 W/ KEY OVERRIDE, TYP. A503 A503 DIETICIAN OFFICE 115 WEST SCALE: 3/8" = l'-0" ylT A 0 N 10) NOT USED U PIZZA OVEN - WEST 3 SCALE: 3/8" = 1'-0" 1'-91/2" 1'-51/2" 2'-9" 1'-4" F LL L - Zo ° bo QS-1 CD �`- SB-1 PL-2 RETAIL COUNTER - WEST SCALE: 3/8" =1'-0" 0 4 L DIETICIAN OFFICE 115 NORTH SCALE: 3/8" = 1'-0" CEILING MOUNTED MONITORS BY OWNER REFER TO CEILING PLAN FOR LOCATIONS COUNTER AND EQUIPMENT PROVIDED BY FOOD SERVICE EQUIPMENT FABRICATOR. EQUIPMENT SUPPLIER TO PROVIDE SHOPDRAWING OF COUNTER AND EQUIPMENT FOR REVIEW. I o ' N RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 a IB26000956 5620 a LCC000210' GB238 Z: Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 > I' SEAL AR95652 �..• c Fc� 41 o . s-• •'% M U e DIOWy sgnd by Y—Jln K Q D3Yoo-Jin Kim"R a-,"np' aM'410",2D Dab: 202008.292131.1909'00' r Z W SIGNATURE U Q Cz) Q REVISIONS NO. DESCRIPTION DATE 1 REVISION NO.1 6/15/20 DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: ENLARGED PLANS & INTERIOR ELEVATIONS SHEET ID: A401 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright© 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 1 3 expressed written consent of this corporation is prohibited. All rights reserved. 5 3 I 4 I 5 n C A a co M 0 N O N N co GASKET W/ ADHESIVE WALL PARTITION AS SCHEDULED 3" SOUND ATTENUATION BLANKET WHERE SCHEDULED HEAD CHASE TYPE D UNDERSIDE OF STRUCTURE ABOVE 22 GA. MTL. STUD BRACING @ 48" O.C. MAX (ALTERNATE) - CONNECT EA. BRACING TO DECK ABOVE W/ (4) POWER ACTUATED CONC FASTENERS & TO HEAD TRACK W/ (4) 1/2" SELF -TAPPING PAN HEAD SCREWS CONT. HEADER TRACK SECURED @ 24" O.C. CEILING AS SCHEDULED (1) LAYER 5/8" G.W.B. - SECURE W/ V TYPE'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD FINISHED ROOM 3 5/8" METAL STUD @ 16" O.C. MAX CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" "10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK FINISH FLOOR Stt RUH ao M 00 T HEAD 3/4" = 1'- 0" TYPE C ACT TO ACT W/ GWB SOFFIT SCALE: 1 1/2" = V-0" )N 3 5/8" FINISH AS SCHEDULED. (TYP.) EXISTING SLIDE DOOR GWB PARTITION, PER PLAN METAL FRAMING I EXISTING SLIDE DOOR — — BLOCKING FIXED PANEL/ FRAME — FEC2, SEMI -RECESSED FIRE EXTINGUISHER CABINET, PER SPECIFICATIONS, AS LOCATED ON PLANS SHIM AS NECESSARY iZ:�I►�1 PARTITION TO MULLION PLAN DETAIL SCALE: 3" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. UNDERSIDE OF STRUCTURE ABOVE CONTINUOUS FIRE CAULK,(BOTH SIDES) CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2"'10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED TYPE "C" SOUND ISOLATING BATT. INSULATION 3/4" STIFFENING CHANNEL CONT. AS REQUIRED -3 5/8" METAL STUD @ 16" O.C. (1) LAYER 5/8" TYPE "X" G.W.B. @ EA. SIDE - SECURE W/ 1" TYPES' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD NOTE: ASSEMBLY FIRE RESISTANCE RATING 1 HR. - COMPLY WITH U.L. DESIGN NO. U465 CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK (BOTH SIDES) FINISH FLOOR SEALANT, ALL SIDES TOR -OF F—€. OR F.E.C. 3/4" = 1'- 0" SEE: RCP FOR ELEV, ACOUSTIC CEILING TILE AS SCHED. 5/8 GYPSUM WALL BOARD - FINISH AS SCHEDULED CORNER REINFORCING, TYP. AT ALL OUTSIDE CORNERS (TYP.) HEAD TYPE B UNDERSIDE OF STRUCTURE ABOVE CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2" "10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED (1) LAYER 5/8" G.W.B. @ EA. SIDE - SECURE W/ 1" TYPE 'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD BATT. INSULATION 3 5/8" METAL STUD @ 16" O.C. 3/4" STIFFENING CHANNEL CONT. AS REQUIRED CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" "10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK (BOTH SIDES) FINISH FLOOR HEAD 3/4" = 1 ' - 0" TYPE A METAL FRAMING TO STRUCTURE ABOVE 3-5/8" MTL HEADER, TYP. I I iD ACT TO ACT BULKHEAD SCALE: 1 1/2" = V-0" GWB PARTITION, PER PLANS METAL FRAMING BLOCKING FEC2, SEMI RECESSED FIRE EXTINGUISHER CABINET, PER SPECIFICATIONS, AS LOCATED ON PLANS SHIM AS NECESSARY CONT. SEALANT, ALL EDGES FIRE EXTINGUISHER MOUNTING DETAILS SCALE: 1 1/2" = V-0" ACOUSTIC CEILING TILE AS SCHED, CLOSE CEILING SPACE W POLYTHENE MEMBRANE SEAL AROUND ALL PIPE & DUCT PLAN 0 v UNDERSIDE OF STRUCTURE ABOVE 22 GA. MTL. STUD BRACING @ 48" O.C. MAX (ALTERNATE) - CONNECT EA. BRACING TO DECK ABOVE W/ (4) POWER ACTUATED CONC FASTENERS & TO HEAD TRACK W/ (4) 1/2" SELF -TAPPING PAN HEAD SCREWS CEILING AS SCHEDULED CONT. HEADER TRACK SECURED @ 24" O.C. (1) LAYER 5/8" G.W.B. @ EA. SIDE -SECURE W/ 1" TYPES' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD TYPE "C" SOUND ISOLATING BATT INSULATION CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" "10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK FINISH FLOOR 3/4" = 1' - 0" 5/8" G.W.B. @ EA. SIDE ATTACH STUD @ STL. COL. W/ 2 1/2" STL. SCREWS @ TOP, BOTTOM, AND MID POINT TUBE STEEL BRACING COL. 3"X3" X 1/2" W/ 3"X9" X 1/2" WELDED BASE PLATE. SECURE BASE PLATE TO NEW CONC. FLOOR SLAB WITH O (2) 3/4"X 2" EXPANDED "KWIK BOLTS" 3 5/8" METAL STUD FRAMING @ 16" O.C. �— CONT. CORNER BEAD @ ALL OUTSIDE CORNERS 14 GA TYPE 304 ST. STL W/ #4 FINISH CAP 2 X 6 CONT. NAILER FASTENED TO MTL. CHANNEL TRACK CONT. SEALANT BOTH SIDES 5/8" G.W.B. @ EA. SIDE WITH WP-1 WALL PROTECTION, SEE FINISH SCHEDULE TUBE STEEL BRACING COL. 3"X3" X 1/2" W/ 3"X9" X1/2" WELDED BASE PLATE. SECURE BASE PLATE TO NEW CONC. FLOOR SLAB WITH (2) 3/4"X2" EXPANDED "KWIK BOLTS" 3 5/8" METAL STUD FRAMING @ 16" O.C. CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" *10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 16" C/C MAX. BASE AS SCHEDULED CONT. FIRE .( .� CAULK (BOTH SIDES) FINISH FLOOR SECTION TYPE E 3/4" = 1 ' - 0" PENETRATIONS. ' — PLASTER TAPE ALL JOINTS, SECURE ALL TAPE W/ HIGH TACK SPRAY OR EQUAL RAM -TACK IN THE 5/8" TYPE "X' GYP. BD. ON 3-5/8" PARTITION & POLY MTL. STUD FRAMING (1-HR). BARRIER W/ DUCT TAPEY FINISH OCCUPIED SIDE W/ ENOVATED SID OCCUPIED bESS PAINT S`I PROVIDE 20 MIN. RATED DOOR IN RATED FRAME IF TYPE "C" SOUND ACCESS DOORS ARE ISOLATING BATT INSTALLED INSULATION CONT. 35/8" SILL TRACK SECURED TO FLOOR EXISTING FLOOR ALTERNATE TEMPORARY 1 HR. PARTITION SCALE: 3/4" = V-0" 4 GENERAL PARTITION NOTES 1. ALL STUD GAUGES AND LIMITING HEIGHTS IN GYPSUM WALL BOARD REFERENCE SPECIFICATIONS. 2. ALL PARTITIONS CONTAINING PLUMBING OR HAVING AN EXTERIOR FACE TO BE INSULATED. 3. THE FOLLOWING LIST OF ROOMS (IF USED) SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED USING MINERAL WOOL: a. ALL ROOMS ENCLOSED WITH RATED PARTITIONS 4. THE FOLLOWING LIST OF ROOMS (IF USED) SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED WITH SOUND ATTENUATION BATTS AS SPECIFIED: a. TOILET ROOMS b. OFFICES c. EXAM ROOMS cl. CONFERENCE ROOMS 5. ALL RATED PARTITIONS TO EXTEND FROM TOP OF SLAB TO UNDERSIDE OF STRUCTURE. SEAL TOP AND BOTTOM TYPICAL, 6. ALL INTERIOR ROOF DRAINS AND OVERFLOW DRAINS TO BE WRAPPED CONTINUOUSLY WITH SOUND ATTENUATION INSULATION. 7. REFER TO PLANS FOR LOCATION OF PARTITION TYPES. "A" IS THE TYPICAL PARTITION TYPE UNLESS NOTED OTHERWISE. 8. UNDERSIDE OF STRUCTURE INDICATED AT HEAD CONDITION FOR EACH PARTITION TYPE IS DIAGRAMMATIC ONLY, AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS. 9. INSTALL FRAMING AND GYPSUM WALL BOARD TO OFFSET AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS TO MAINTAIN FIRE RESISTIVE RATINGS. 10. WHERE GYPSUM WALL BOARD EXTENDS TO THE UNDERSIDE OF STRUCTURE, STOP GYPSUM WALL BOARD % BELOW LINE OF STRUCTURE AND SEAL AS REQUIRED. 11. FIRE RESISTANT, RATED PARTITIONS TO BE INSTALLED WITH FIRESTOP SEALANT, UNLESS NOTED OTHERWISE. 12. NON -RATED PARTITIONS TO BE INSTALLED WITH ACOUSTICAL SEALANT, UNLESS NOTED OTHERWISE. 13. REFER TO MECHANICAL DRAWINGS FOR DETAILS ON PIPE PENETRATIONS THROUGH ACOUSTICAL PARTITIONS AS WELL AS RATED PARTITIONS. 14. INSTALL FIRE RETARDANT, TREATED BLOCKING IN PARTITIONS AS REQUIRED ON DRAWINGS. 15. ALL PARTITIONS SCHEDULED TO RECEIVE TILE OR FRP, SHALL BE CONSTRUCTED OF WATER- RESISTANT CORE GYPSUM WALL BOARD. 16. PER RS&H MOLD PREVENTION GUIDELINES, DO NOT INSTALL GYPSUM WALL BOARD IN DIRECT CONTACT WITH THE FLOOR. ALL PARTITIONS SHALL BE SHIMMED 1/2 OFF THE FLOOR WITH NON -POROUS SHIMS. PLASTIC NON -POROUS HORSESHOE SHIMS ARE RECOMMENDED. GYPSUM WALL BOARD SHIMS ARE NOT ACCEPTABLE. SEAL WITH ACOUSTIC SEALANT AT NON -RATED WALLS. SEAL WITH FIRE RATED SEALANT AT RATED WALLS. IRS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 ` LCCO60210' GB238 n H ea I Advent eah t PROJECT TITLE: IKITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL Epp *IN K/,y : • k AR95652 c V SrFREt;•eRG� o cm Q .I z- Yoo-Jin Kim a -°= o v Z LU SIGNATURE J U a U x a REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN CLOSE CEILING SPACE W/ DESIGNED BY: 5/8" TYPE "X" GYP. WALL PROJECT NUMBER: BD. SEAL ALL JOINTS & MTL. STUD FRAMING 504- 0226- 000 PENETRATIONS & © 2019 RS&H, INC. PERIMETER W/ DUCT TAPE SHEET TITLE: SEAL AROUND ALL PIPE F1 4 PARTITION TYPES & & DUCT PLASTER TAPE ALL JOINTS, DETAILS PENETRATIONS. HIGH TACK SPRAY OR EQUAL SECURE ALL TAPE W/ 5/8" TYPE "X' GYP, BD, ON RAM -TACK IN THE 3-5/8" MTL. STUD FRAMING PARTITION &POLY (1-HR.). FINISH OCCUPIED BARRIER W/ DUCT TAPE SHEET ID: IDE W/ GLOSS PAINT PROVIDE 20 MIN. RATED RENOVATED SID OCCUPIED SIDES DOOR IN RATED FRAME IF TYPE "C" SOUND ACCESS DOORS ARE ISOLATING BATT INSTALLED CONT. 35/8" SILL INSULATION TRACK SECURED TO EXISTING FLOOR FLOOR A501 TEMPORARY 1 HR. PARTITION PROJECT STATUS: 1 CONSTRUCTION SCALE: 3/4" =1'-0" DOCUMENTS 5 1 I 2 I 3 I 4 I 5 NOTE: ALL RETAIL EQUIPMENT, SUCH AS DROP -IN UNITS AND SNEEZE GUARDS SCHEDULED FOR USE IN MILLWORK COUNTERS SHALL BE COORDINATED 0 C B A 2" FLAT STEEL TRIM RING 1 1/4" STEEL TUI (1) LAYER NOME INSULATION TAI QUARTZ SURFA COUNTER TOP COUNTER SUB1c DROP -IN UNIT MILLWORK BEAUTY/ HEAT RING DETAIL SCALE: 3" = V-0" WITH EQUIPMENT VENDOR (DEREK WYLES FROM TRI-MARK) GC IS RESPONSIBLE FOR FURNISHING THE CORRECT PLACEMENT AND CUTOUTS REQUIREMENTS TO MILLWORK CONTRACTOR FOR COMPLETE COORDINATION. GC TO PROVIDE SHOPDRAWING OF MILLWORK COUNTER WITH COORDINATED EQUIPMENT FOR REVIEW. o I SERVING QUARTZ SURFACE COUNTER WITH OUTLET CUTOUTS BY MILLWORK — CONTRACTOR CONTROL PANEUSWITCH % MOUNTED IN MILLWORK APRON SUPPORT PANEL BEYOND II II PLAS LAMINATE ALL EXPOSED SIDES H STAINLESS STEEL BASE PLAS. LAM OVER r 3/4" SUBSTRATE CONTROL PANEL MOUNTING DETAIL SERVING QUARTZ SURFACE COUNTER WITH OUTLET CUTOUTS BY MILLWORK ° CONTRACTOR — PLAS. LAM OVER 3/4" SUBSTRATE ELECTRICAL BOX WITH OUTLET AND UTILITY CHASE FACEPLATE BY E.C. 0 o PLAS. LAM OVER 3/4" PLAS. LAM OVER SUBSTRATE (V CV 3/4" SUBSTRATE CONDUIT AND co WIRING BY E.C. — STAINLESS STEEL BASE STAINLESS STEEL BASE SB-1 SB-1 COUNTER -MOUNTED RECEPTACLE )LID SURFACE COUNTERTOP AND BACKSPLASH NYL EDGE BANDING TO MATCH SOLID SURFACE (TYP.) :AVY DUTY DRAWER GLIDE AND JST PANEL HITE MELAMINE INTERIOR (TYPICAL) kBINET DRAWER WITH PLAS LAM L EXPOSED SIDES SSE AS SCHEDULED PRINTER BASE - SOLID SURFACE (TYP. SCALE: 1" = V-0" @ RETAIL V SCALE: 1" = V-0" @ RETAIL SCALE: 1" = V-0" PLASTIC DISC AND TUBE ASSEMBLY SET IN HOLE IN COUNTERTOP AND ADHESIVE APPLIED OPENING FACE OF BACKSPLASH 4" NOTE: CUT HOLE IN COUNTERTOP A f� 21 /2" OPAQUE PLASTIC TUBE SNUG FIT INTO HOLE MATCH SOLID SURFACE COLOR COUNTER GROMMET DETAIL SCALE: 3" = V-0" CAULK FULL PERIMETER 2" DIA. PRE-CUT GROMMET. (COORD, LOCATION W/ OWNER) SOLID SURFACE COUNTERTOP AND BACKSPLASH W/EASED EDGE 3/4" X - CONTINUOUS BLOCKING AS REQUIRED HAFELE WORK SURFACE BRACKET -WHITE; INSTALL PER MANUFACTURER'S INSTRUCTIONS WIRE MANAGEMENT TRAY BASE AS SCHEDULED COUNTER -SOLID SURFACE (TYP.- SCALE: 1" = V-0" a N N V O 0 N O N N N O z C g LL LL LL LL U U. LL a PLAS LAM. SLOPED TOP ADJUSTABLE SHELF MOUNTED ON TAB AND HOLES WHITE MELAMINE INTERIOR (TYP.) 1/4" TEMP. HARDBD. BACKING CABINET DOOR WITH PLAS LAM ALL SIDES - MOUNT ON SELF - CLOSING CONCEALED HINGES DOOR PULL - MOUNT CENTERLINE 1 1/2" FROM DOOR EDGE UPPER CABINET HEIGHTS VARY, REFER TO INT, ELEVATIONS FOR MORE INFO. UPPER CABINET (TYP.) SLOPED TOP SCALE: 1" = V-0" SOLID SURFACE COUNTERTOP AND BACKSPLASH WITH EASED EDGE DRAWER GLIDE AND DUST PANEL DOOR PULL - MOUNT CENTERLINE 1 1/2" FROM DOOR EDGE CABINET DOOR WITH PLAS LAM ALL SIDES - MOUNT ON SELF -CLOSING CONCEALED HINGES ADJUSTABLE SHELF MOUNTED ON TAB AND HOLES WHITE MELAMINE INTERIOR (TYPICAL) BASE AS SCHEDULED BASE CABINET - SOLID SURFACE (TYP. SCALE: 1" = V-0" SOLID SURFACE COUNTERTOP WITH EASED EDGE & 4" BACKSPLASH WITH DROP IN SINK CONT. FRAMING AS REQ'D PROVIDE BLOCKING AS REQ'D (TYP.) CONTRACTOR TO ENSURE SPECIFIED SINK FITS SINK CABINET PRIOR TO PURCHASE. EDGE BLOCKING BEYOND AND IN FOREGROUND TO SUPPORT PANEL(S) - REMOVABLE PANEL; PLAS. LAM. OVER 3/4" SUBSTRATE BASE AS SCHEDULED SINK BASE (TYP. SCALE: 1" = V-0" ARIES - SEE DIMENSION P z 0 a w w w w CV U) w CD uj VARIES OPEN BELOW 6" NOTE: COUNTERTOP WIDTH VARY IN DEPTH. REFER TO ENLARGED PLANS FOR MORE INFO, SOLID SURFACE CCgqOCCU��N��TppE��RgqTSSO��P AND DRAWEf�GLIDE AND DUST PANEL DOOR PULL _a CV WHITE MELAMINE INTERIOR (TYPICAL) CABINET DRAWER WITH PLAS LAM ALL EXPOSED SIDES _1 3„ I BASE AS SCHEDULED 3 DRAWER CABINET -SOLID SURFACE (TYP.) SCALE: 1" = V-0" RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL O—JIN 1%f IT M m �., AR95652 c/sREn /JimK. ARC "'D byY W Yoo-Jini n �C 2°°°°�° Dale:20200s29 Yt'3 :SG.00'00' O c� z w SIGNATURE :3 U v REVISIONS NO. DESCRIPTION DATE 1 REVISION NO. 1 6/15/20 DATE ISSUED: 03/20/2020 REVIEWED BY: YK DRAWN BY: YK/KN DESIGNED BY: JS PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: MILLWORK DETAILS SHEET ID: A503 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the I 2 3 expressed written consent of this corporation is prohibited. All rights reserved. 4 5 r I I I I I I ICf11'I I I I I I I. I _ I I A N B P. E Y oo &r I U X ¢I J W Z W U n 2 a CN v cd 0 N k7 N W N M 1 Design No. U465 BXUV.U465 Fire Resistance Ratings - ANSI/UL 263 Pape Bottom - _ - - Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratinos - CAN/ULC-S101 Certified for Canada Design No. U465 May 30, 2017 Nonbearing Wall Rating - 1 HR. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certwication (such assCCanada), respectively. i reogj I4 1. Floor and Ceiling Runners - (Not Shown) - Channel shaped runners, 3-5/8 in, deep (min), 1-1/4 in, legs, formed from min No. 25 MSG gals steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 1A. Framing Members* - Floor and Ceiling Runners - (Not Shown) - As an alternate to Item 1 - Channel shaped, min 3-5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC - Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO - Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC - Type SUPREME Framing System UNITED METAL PRODUCTS INC - Type SUPREME Framing System 1B. Framing Members* - Floor and Ceiling Runners - Not Shown - In lieu of Item 1 - For use with Item 2B, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper20' Track CRACO MFG INC - SmartTrack20'" MARINO/ WARE, DIV OF WARE INDUSTRIES INC - Viper20' Track I.C. Floor and Ceiling Runners - (Not Shown) - For use with Item 2C - Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 in, long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1D. Framing Members* - Floor and Ceiling Runners - Not Shown - In lieu of Items 1 through 1C - For use with Item 2D and 4G only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CLARKDIETRICH BUILDING SYSTEMS - CD ProTRAK DMFCWBS L L C - ProTRAK MBA METAL FRAMING - ProTRAK RAM SALES L L C - Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C - Tri-S ProTRAK IE. Framing Members* - Floor and Ceiling Runners - Not Shown - In lieu of Items 1 through 1D - For use with Item 2E and 4I only, proprietary channel shaped runners, 1-1/4 in, deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C - TRUE -TRACK" 1F. Framing Members* - Floor and Ceiling Runners - Not Shown - In lieu of Items 1 through 1E - For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 In. OC max. KIRII (HONG KONG) LTD - Type KIRII 1G. Framing Members* - Floor and Ceiling Runners - Not Shown - In lieu of Items 1 through 1F - For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide, attached to floor and ceiling with fasteners spaced 24 in. OC max. STUDCO BUILDING SYSTEMS - CROCSTUD Track 1H. Floor and Ceiling Runners - (Not Shown) - Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. galy steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper20'" Track VT100 1I. Framing Members* - Floor and Ceiling Runners - Not Shown - In lieu of Item 1 - For use with Item 2H, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C - Viper20'" Trade 11. Framing Members* - Floor and Ceiling Runners - Not Shown - In lieu of Items 1 - For use with Item 2 L, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in, thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. STEEL INVESTMENT GROUP L L C - AlphaTRAK 2. Steel Studs - Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height. 2A. Framing Members* - Steel Studs - As an alternate to Item 2 - Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC - Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO - Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC - Type SUPREME Framing System UNITED METAL PRODUCTS INC - Type SUPREME Framing System 2B. Framing Members* - Steel Studs - Not Shown - In lieu of Item 2 - For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in, wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick gals steel. Studs cut 3/4 in. less in length than assembly height, CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper20' CRACO MFG INC - Smart5tud20`" MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper201" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 1 3 1 4 1I. Framing Members* - Floor and Ceiling Runners - Not Shown - In lieu of Item 1 - For use with Item 2H, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. NATIONAL GYPSUM CO - Types eXP-C, FSK, FSK-C, FSK-G, FSMR-C, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW•8, FSL TELLING INDUSTRIES L L C - Viper20T' Trade PASCO BUILDING PRODUCTS LLC, DBA PASCO GYPSUM - Types PG-C, PG-9, PG-11, PGS-WRS 11. Framing Members* - Floor and Ceiling Runners - Not Shown - In lieu of Items 1 - For use with Item 2 L, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. PANEL REY S A - Types GREX, PRC, PRC2, PRX, RHX, MDX, ETX STEEL INVESTMENT GROUP L L C - A1phaTRAK SAINT-GOSAIN GYPROC MIDDLE EAST FZE - Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, 2. Steel Studs - Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG gals steel spaced 24 in. OC Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc max. Studs to be cut 3/4 in, less than assembly height. DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air 2A. Framing Members* - Steel Studs - As an alternate to Item 2 - Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC - Type SUPREME Framing System SIAM GYPSUM INDUSTRY (SARASURI) CO LTD - Type EX-1 CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV -Type SUPREME Framing System THAI GYPSUM PRODUCTS PCL - Type X, Type C (Joint tape and compound, Item 5, optional for use with Type USGX) QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System USG BORAL ZAWAWI DRYWALL L L CSFZ -Types C, SCX SCAFCO STEEL STUD MANUFACTURING CO - Type SUPREME Framing System USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX) STEEL CONSTRUCTION SYSTEMS INC - Type SUPREME Framing System 4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite UNITED METAL PRODUCTS INC - Type SUPREME Framing System sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are 2B. Framing Members* - Steel Studs - Not Shown - In lieu of Item 2 - For use with Item 1B, proprietary applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally. channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick gals steel. Studs CERTAINTEED GYPSUM INC -Type X, Type X- 1, Type C, Type EGRG/ GlasRoc, Type Silen[FX cut 3/4 in. less in length than assembly height. CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper20'" CGC INC - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX) CRACO MFG INC - Smart5tud20TM CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD MARINO/ WARE, DIV OF WARE INDUSTRIES INC - Viper20' GEORGII-PACIFIC GYPSUM L L C - Types DAP, DAPC, DGG, DS 2C, Steel Studs - (As an alternate to Item 2, For use with Item 4E) - Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. SAINT-GOSAIN GYPROC MIDDLE EAST FZE - Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, 2D. Framing Members* - Steel Studs - As an alternate to Items 2 through 2C -For use with Item 1D and 4G Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine OC. Studs to be cut 1/2 in, less than assembly height. MZTECH ACTIV'Air CLARKDIETRICH BUILDING SYSTEMS - CD ProSTUD THAI GYPSUM PRODUCTS PCL - Type X, Type C DMFCWBS L L C - ProSTUD UNITED STATES GYPSUM CO - Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX) MBA METAL FRAMING - ProSTUD USG BORAL ZAWAWI DRYWALL L L C SFZ - Types C, SCX RAM SALES L L C - Ram ProSTUD USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and STEEL STRUCTURAL PRODUCTS L L C - Tri-S ProSTUD compound, Item 5, optional for use with Type USGX) 2E. Framing Members* - Steel Studs - As an alternate to Items 2 through 2D - For use with Item 1E and 4I only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. 4B. Gypsum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in Studs to be cut 1/2 in. less than assembly height. Item 4A with screw length increased to 1-1/4 in. TELLING INDUSTRIES L L C - TRUE -STUD'" CGC INC - Types AR, IP-AR 2F. Framing Members* - Steel Studs - As an alternate to Items 2 through 2E - For use with Item 1F, channel UNITED STATES GYPSUM CO - Types AR, IP-AR shaped studs, min 3-5/8 in. wide fabricated from min 25 MSG steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in, less than assembly height. KIRII (HONG KONG) LTD - Type KIRII USG MEXICO S A DE C V - Types AR, IP-AR 2G. Framing Members* - Steel Studs - Not Shown - In lieu of Item 2 through 2F - For use with Item 1G. 4C. Gypsum Board* - As an alternate to Items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square Proprietary channel shaped studs, minimum 3-5/8 in. wide, Studs to be cut 1/2 in. less than the assembly height. edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel STUDCO BUILDING SYSTEMS - CROCSTUD framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing. GEO RGIA- PACIFIC GYPSUM L L C - Type DGG, GreenGlass Type X 2H. Framing Members* - Steel Studs - Not Shown - In lieu of Item 2 - For use with Item 1I, proprietary channel 4 in. min -5 fabricated from min 0.020 in. thick alv steel. Studs cut 3 4 shaped steel studs, 1 1/ wide by 3 /8 in. deepg 1 in. less in length than assembly height. 40. Gypsum Board* - As an alternate to Items 4, 4A, 46, and 4C -Nom. 5J8 in. thick. gypsum panels applied joints vertically or horizontally. Horizontal edge and horizontal butt joints on site sides of studs need not be c V Y 9 J 7 opposite TELLING INDUSTRIES L L C - Viper20'" r I min framing i n T I screws i staggered o backed by steel framing, Gypsum panels fastened to ra g with 1 r .long Type S steel scr 8 n OC along vertical edges and 12 in. OC in the field when panels are applied vertically. When gypsum panels applied horizontally, fasten to framing with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges and in the field. Screws spaced a max 12 in. along the top and bottom edges of the wall for both vertical and horizontal applications. 2I. Framing Members* - Steel Studs - In lieu of Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, 3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in. less NATIONALGYPSUM CO - Types eXP-C, FSK, FSK-C, FSK-G, FSL, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, than assembly height. FSW-8, FSMR-C ES METAL INC - NITROSTUD 4E. Gypsum Board* - (As an alternate to Items 4 through 4D) - Installed as described in Item 4. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 1 in. long, Type S steel screws 21. Framing Members* - Steel Studs - In lieu of Item 2 - For use with Item 1, channel shaped studs, fabricated spaced, 8 in. OC. Not to be used with item 6, from min 25 MSG corrosion -protected steel, 3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in, less than assembly height. NATIONAL GYPSUM CO - SoundBreak XP Type X Gypsum Board OLMAR SUPPLY INC - PRIMESTUD 4F. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, 2K. Framing Members* - Steel Studs - As an alternate to Item 2 - For use with Item 16 (3.5/8 in. wide track), square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, 1-1/4 in. wide by 3-5/8 in. deep, spaced opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. perimeter and 12 in. OC in the field. MARINO/WARE, DIV OF WARE INDUSTRIES INC - StudRite- RAY -BAR ENGINEERING CORP - Type RB-LBG 2L. Framing Members* - Steel Studs - As an alternate to Items 2 - For use with Item 13, channel shaped studs, 4G. Gypsum Board* - (As an alternate to Items 4 through 4F) - For use with Items 1D and 2D only, 5/8 in. thick, 4 min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along less than assembly height. edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. STEEL INVESTMENT GROUP L L C - AlphaSTUD CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC6A, LGFC-C/A 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber baits partially or completely filling stud cavity NATIONAL GYPSUM CO - Types FSW See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - (100% Borate Formulation) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the UNITED STATES GYPSUM CO - Type SCX application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application instructions supplied with the product. USG SORAL ZAWAWI DRYWALL L L C SFZ - Type SCX U S GREENFIBER L L C - INS735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to be used for dry application only 4H. Gypsum Board* - (As an alternate to Items 4 through 4G) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. 3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock ES insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft, 4I. Gypsum Board* - (As an alternate to Items 4 through 4F) - For use with Items 1E and 2E only, 5/8 in. thick, 4 NU -WOOL CO INC -Cellulose Insulation ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along 3C. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose fiber. The fiber is edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the assembly. product. The minimum dry density shall be 4.30 Ibs/ft3. UNITED STATES GYPSUM CO - Type SCX INTERNATIONAL CELLULOSE CORP - Celbar-RL USG BORAL ZAWAWI DRYWALL L L C SFZ - Type SCX 30. Batts and Blankets* - For use with Item 8. Nom 3 in. thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceiling runners. 4). Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of See Batts and Blankets (BZJZ) category for names of manufacturers. wall. For direct attachment only to steel studs Item 2C) - Nam 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on 3E. Batts and Blankets* -For use with Item 4P. Placed in stud cavities an min. 3-1/2 in. thick lass fiber y g opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A). See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. MAYCO INDUSTRIES INC - Type X-Ray Shielded Gypsum 4. Gypsum Board* - 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to Items 6 (resilient channels) or 6A, 6B or 6C 4K. Gypsum Board* - (As an altemate to Item 4 and 4A, not for use with Items 1D, 1E, 2D and 2E) - Nom. 5/8 in. (furring channels), gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 thick gypsum panels with beveled, square or tapered edges installed as described in Item 4 and 4A. in. OC. CGC INC - Type ULX ACADIA DRYWALL SUPPLIES LTD - Type X, 5/8 Type X, Type Blueglass Exterior Sheathing UNITED STATES GYPSUM CO - Type ULX AMERICAN GYPSUM CO - Types AG-C, AGX-1, M-Glass USG MEXICO S A DE C V -Type ULX BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1 4L. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on CGC INC - Types AR, C, IP-AR, IP-X1, IP-XZ, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, opposite sides of studs. Wallboard secured to studs with 1.1/4 in. long Type S-12 steel screws gypsum panel steel Item 5, optional for use with Type USGX) screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead CERTAINTEED GYPSUM INC - Types 1, EGRG, GlasRoc, Type X, T X-1, Type C, 5 8" Easi-Lice Type X y� yp y� yp / yp discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". CONTINENTAL BUILDING PRODUCTS OPERATING CO, L LC - Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, RADIATION PROTECTION PRODUCTS INC -Type RPP -Lead Lined Drywall LGLLX 4M. Gypsum Board* - (For use with Item 8) - 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber GEORGIA-PACIFIC GYPSUM L L C - Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS, Type X, Veneer Board (Item 8) with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 Plaster Base -Type X, Water Rated -Type X, Sheathing -Type X, Soffit -Type X, TG-C, GreenGlass Type X, Type X in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral ComfortGuard Sound Deadening Gypsum Board, Type LWX, Veneer Plaster Base -Type LWX, Water Rated -Type LWX, and Fiber Board (Item 8). Secured to outermost studs and floor and ceiling runners with 2 in. long Type 5 screws Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing Type- DGLW, Soffit Type spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type compound. LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W AMERICAN GYPSUM CO - Type AG-C 2 1 3 1 4 5 CERTAINTEED GYPSUM INC - Type FRPC, Type C CGC INC - Types C, IP-X2, IPC-AR CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC-C/A GEORGIA-PACIFIC GYPSUM L L C - Types 5, DAPC, TG-C NATIONAL GYPSUM CO - Types eXP-C, FSK-C, FSW-C PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type PG-C PANEL REY S A - Types PRC, PRC2 NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UL. 2017 UL LLC SAINT-GOSAIN GYPROC MIDDLE EAST FZE - Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air THAI GYPSUM PRODUCTS PCL - Type C UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR USG BORAL ZAWAWI DRYWALL L L C SFZ - Type C USG MEXICO S A DE C V - Types C, IP-X2, IPC-AR 4N. Wall and Partition Facings and Accessories* - (As an alternate to Item 4) - Nominal S/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock 527 40, Gypsum Board* - As an alternate to Items 4, 4A, 4B, and 4C - Two layers Nom. 5/16 in, thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Horizontal joints on the same side need not be staggered. When applied horizontally, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC and staggered 4 in. OC between layers. When applied vertically, both layers of gypsum board fastened to each side of framing with 1 in. long Type 5 steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field, staggered 4 in. OC between layers. Screws spaced a max 12 in. along the top and bottom edges of the wall. NATIONAL GYPSUM CO - Type FSW 4P. Gypsum Board* - As an alternate to Item 4. For use with Item 3E, Batts and Blankets* - 5/8 in. thick, 4 ft wide, installed as described in Item 4. UNITED STATES GYPSUM CO - Types ULIX S. Joint Tape and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. 6. Resilient Channel - (Optional - Not Shown) - 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 pan head steel screws. May not be used with Item 4F or 41. 6A. Steel Framing Members* - (Not Shown) - As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 1B SWG gale steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Framing Members* - Used to attach furring channels (Item a) to studs (Item 2). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are fnction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C - Types RSIC-1, RSIC-1 (2.75) 6B. Framing Members* - (Not Shown) - (Optional on one or both sides) - As an alternate to Item 6, furring channel and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 4. b. Steel Framing Members* - Used to attach furring channels (Item 6Ba) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling,5-12 steel screw through the center grommet. Furring channels are friction fitted t u tte 9 9 9 into clips. PLITEQ INC - Type Genie Clip 6C. Steel Framing Members* - (Optional, Not Shown) - Furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. b. Steel Framing Members* - Used to attach furring channels (Item 6Ca) to studs. Clips spaced 24 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS - RESILMOUNT Sound Isolation Clips - Type A237R 7. Wall and Partition Facings and Accessories* - (Optional, Not Shown) - Nominal 112 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the steel framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock QR-500 and QR-510 B. Mineral and Fiber Board* - (Optional, Not Shown) - For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to studs and floor and ceiling runners with 1-5/8 in. long Type S steel screws, spaced 12 In. OC and 24 in. OC along all intermediate framing. The required UL Classified gypsum board layer (Item 4M) is to be installed over the Mineral and Fiber Boards. Batts and Blankets, Item 3D, and Adhesive, Item 11, are required. HOMASOTE CO - Homasote Type 440-32 9. Lead Batten Strips - (Not Shown, For Use With Item 4E) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum board (Item 4E) and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Strips - (Not Shown, for use with Item 43) - Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4J) and optional at remaining stud locations. 10. Lead Discs or Tabs - (Not Shown, For Use With Item 4E) - Used in lieu of or in addition to the lead batten strips (Item 8) or optional at other locations - Max 314 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4E) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 10A. Lead Discs - (Not Shown, for use with Item 4J) - Max S/16 in. diam by max 0.140 in, thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 11. Adhesive - Not Shown - (For use with Item 8) - Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 8). 12. Wall and Partition Facings and Accessories* - (Optional, Not Shown) - For use with Items 1 to 11, Items 2 to 21, Item 3, Items 4 to 41, Item 5 and Item 6. For maximum fire rating of 1 hour. On one side of the wall, over the first layer of Gypsum Board (Item 4 to Item 4I), install RefleXor membrane with the gold side facing outwards. Membrane installed with T50 staples spaced 12 inches on center in both directions as per manufacturer's instructions, seams in membrane to be overlapped by 2 inches. When RefleXor membrane is used an additional layer of Gypsum Board that is identical to the one used in the first layer and as specified in Item 4 to Item 4I shall be installed over the membrane. The additional layer of Gypsum Board to be installed through the membrane to the stud as specified in Item 4 to Item 41 except the fastener length shall be increased by a minimum of 5/8 inch. Install Batts and Blankets in the stud cavity as per Item 3. On the other side of the wall, prior to the installation of the Gypsum Board, install Resilient Channels as per Item 6. Over the Resilient Channels install 3/4 inch thick SONOpan panel secured to the Resilient Channels with drywall screws and washers spaced at 16 in. OC on the perimeter of the panel and 8 in. OC in the field of the panel. Over the SONOpan panel install the same Gypsum Board as specified in Item 4 to Item 41 with the fastener length increased by minimum 3/4 inch. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. MSL - RefleXor membrane, SONOpan panel * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2017-05-30 Ouestions? Print this nape Terms of Use Paae Top ,c 2017 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Marie should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: 2017 UL LLC". 1 5 RS&If 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 11111111111, in Advent Health PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SEAL • .(00—JIN e e — * � C: 5).'. �,.�• c O0• v -R EACNI Z di 0 Dli., 49�ZI,110-1 Kim a.' Yoo-Jin Kimo.n,:,�°°°°°°,,,,,a°,.,__ O 0.+ rtc, cos o.m-xx, w.1113»,e.,. ao Z W_ SIGNATURE J V a U 2 a REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: Checker DRAWN BY: Author DESIGNED BY: Designer PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: UL DETAILS SHEET ID: A504 PROJECT STATUS: CONSTRUCTION DOCUMENTS R expressed written consent of this corporation is prohibited. All rights reserved. I — " -i' ni L_i1jaiI1E 2 I 3 4 5 0 C I� STRUCTURAL ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE L STEEL ANGLE ADD ADDITIVE LB POUND ADDL ADDITIONAL LGTH LENGTH AFF ABOVE FINISHED FLOOR LL LIVE LOAD AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LLH LONG LEG HORIZONTAL AISI AMERICAN IRON AND STEEL INSTITUTE LLV LONG LEG VERTICAL ALT ALTERNATE/ALTERNATIVE LONG LONGITUDINAL ALUM ALUMINUM LSH LONG SIDE HORIZONTAL ANCH ANCHOR LSL LAMINATED STRAND LUMBER ARCH ARCHITECTURE/ARCHITECTURAL LSV LONG SIDE VERTICAL ASD ALLOWABLE STRESS DESIGN LT WT LIGHT WEIGHT ASTM AMERICAN SOCIETY OF TESTING MATERIALS LVL LAMINATED VENEER LUMBER AWS AMERICAN WELDING SOCIETY MATL MATERIAL B/ BOTTOM OF MAX MAXIMUM BCX BOTTOM CHORD EXTENSION MB MASONRY BEAM BLDG BUILDING MC MISCELLANEOUS CHANNEL/MASONRY COLUMN BLK BLOCK MECH MECHANICAL BM BEAM MET METAL BOT BOTTOM MFR MANUFACTURE/MANUFACTURER BP BASE PLATE/BEARING PLATE MID MIDDLE BRG BEARING MIN MINIMUM BTWN BETWEEN MISC MISCELLANEOUS MO MASONRY OPENING C CHANNEL MPH MILES PER HOUR CB CONCRETE BEAM CC CONCRETE COLUMN NGVD NATIONAL GEODETIC VERTICAL DATUM CF CUBIC FEET (FOOT) NIC NOT IN CONTRACT CFS COLD FORMED STEEL NO NUMBER CIP CAST IN PLACE NS NEAR SIDE CJ CONTRACTION JOINT OR CONTROL JOINT NTS NOT TO SCALE CL CENTERLINE CLR CLEAR/CLEARANCE OC ON CENTERS CM CONCRETE MASONRY OD OUTSIDE DIAMETER CMU CONCRETE MASONRY UNIT O.F. OUTSIDE FACE CO COMPANY OPNG OPENING COL COLUMN OPP OPPOSITE CONC CONCRETE OSB ORIENTED STRAND BOARD CONT CONTINUOUS CONN CONNECTION P/C PRECAST CONCRETE/PILE CAP CONST CONSTRUCTION P/T POST TENSIONED COORD COORDINATE PAR PARALLEL CSJ CONSTRUCTION JOINT PCB PRECAST CONCRETE BEAM CTR CENTER PCC PRECAST CONCRETE COLUMN CTRD CENTERED PCF POUNDS PER CUBIC FEET CY CUBIC YARD PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE PEMB PRE-ENGINEERED METAL BUILDING DEPT DEPARTMENT PEN PENETRATION DET DETAIL P.J. PANEL JOINT CENTERLINE DIA DIAMETER PL PLATE DIAG DIAGONAL PLF POUNDS PER LINEAR FOOT DIM DIMENSION PLMG PLUMBING DIST DISTANCE PLY PLYWOOD DL DEAD LOAD PREFAB PREFABRICATED DN DOWN PSF POUNDS PER SQUARE FOOT DWG DRAWING PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER EA EACH PT PRESSURE TREATED EE EACH END PTI POST -TENSIONING INSTITUTE EF EACH FACE DETAIL NUMBER X X SHEET NUMBER DETAIL NUMBER SHEET NUMBER�_X _ X I I L__J T/ X,-X, 77, X SLOPE RUN 12 RISE XXX'-X" ROOF JOIST .. BEAM ROOF JOIST STRUCTURAL SYMBOLS AND LEGEND SECTION / DETAIL MARK PLAN / DETAIL MARK ELEVATION MARK RECESS OR STEP IN SLAB SLOPED SURFACE PITCHED ROOF PLAN NOTE MOMENT CONNECTION JOIST BEARING ELEVATION BOLTED JOIST CONNECTION EHPA EMERGENCY HURRICANE PROTECTION AREA RAN REINFORCED WITH STEP FOUNDATION STEP HEIGHT EJ EXPANSION JOINT RD ROOF DRAIN =� ELEC ELECTRIC/ELECTRICAL REF REFERENCE u5 iv EL ENGR ELEV ELEVATION ENGINEER REINF REQD REINFORCING REQUIRED STEPPED FOUNDATION REV REVISION _ _ _ _ EOD EDGE OF DECK FOR ENGINEER OF RECORD RFI REQUEST FOR INTERPRETATION EOS EDGE OF SLAB RTU ROOF TOP UNIT EQ SP EQUAL SPACED ES EACH SIDE SIB SOFFIT BEAM EW EACH WAY SCHED SCHEDULE EXIST EXISTING S.F. SQUARE FEET EXP EXPANSION SF STRIP FOUNDATION EXT EXTERIOR SIM SIMILAR SPC SPACE/SPACES F FOUNDATION SPECS SPECIFICATIONS FD FLOOR DRAIN SQ SQUARE FDN FOUNDATION SS STAINLESS STEEL FF FINISHED FLOOR STD STANDARD FIN FINISH STIFF STIFFENER FIN GR FINISH GRADE STL STEEL FLR FLOOR STRUCT STRUCTURAL FS FAR SIDE SYM SYMMETRICAL FT FEET/FOOT FTG FOOTING T/ TOP OF TB TIE BEAM GA GAGE/GAUGE TC TIE COLUMN GALV GALVANIZED T&B TOP AND BOTTOM GB GRADE BEAM TCX TOP CHORD EXTENSION GC GENERAL CONTRACTOR TDS TURN DOWN SLAB GEN GENERAL TE THICKENED EDGE GL GRID LINE TEMP TEMPERATURE GS GALVANIZED STEEL TENS TENSION THD THREAD/THREADED HD HOT DIPPED THK THICK HDG HOT DIPPED GALVANIZED TOL TOLERANCE HORIZ HORIZONTAL TRANS TRANSVERSE HSA HEADED STUD ANCHOR TS TUBE STEEL HSS HOLLOW STRUCTURAL SECTION T.S. THICKENED SLAB HT HEIGHT TWF THICKENED WALL FOUNDATION TYP TYPICAL 1 MOMENT OF INERTIA ID INSIDE DIAMETER LINO UNLESS NOTED OTHERWISE I.F. INSIDE FACE IN INCH VERT VERTICAL INT INTERIOR VOL VOLUME JST JOIST W WIDE FLANGE SECTION JT JOINT W/ WITH W/O WITHOUT K KIP (1000 LB) WD WOOD KLF KIPS PER LINEAL FOOT WF WALL FOOTING KSI KIPS PER SQUARE INCH WP WATERPROOF KWY KEYWAY W.P. WORKING POINT WS WELDED STUD WT WEIGHT/STRUCTURAL TEE SECTION WWF WELDED WIRE FABRIC @ AT DESIGNATION # POUNDS / REBAR SIZE NUMBER +/- PLUS OR MINUS C.L. CENTER LINE & AND Sx SECTION MODULUS Ix MOMENT OF INERTIA F6.0 CC-1 COLUMN AND FOUNDATION TYPE MARKS SPOT ELEVATION, TYPICALLY X, TOP OF ITEM TAGGED (TNVALL, T/FOUNDATION, ETC) WALL TYPES PANELTYPE SEE SCHEDULE WALL TYPE DESIGNATION TAG INCREASED FLOOR LOAD AREA IN PSF LOAD BEARING MASONRY WALL NON -LOAD BEARING MASONRY WALL TILT-UP/PRECAST CONCRETE WALL CIP CONCRETE WALL STUD WALL NOTE: SYMBOLS AND LEGEND SHOWN ARE GENERIC AND DO NOT NECESSARILY INDICATE ACTUAL OCCURRENCES IN THESE DRAWINGS. SPAN DIRECTION NORTH ARROW X COLUMN GRID LINE FTI CIP CONCRETE COLUMN ABOVE TILT-UP/PRECAST CONCRETE COLUMN ABOVE CONCRETE COLUMN BELOW 0 METAL DECK CONCRETE SLAB ON METAL DECK ELEVATED CAST -IN -PLACE CONCRETE SLAB PRECAST CONCRETE PLANK ELEVATED CAST -IN -PLACE CONCRETE SLAB WOOD SHEATHING SIZE DESIGNATION NUMBER OF WELDED STUDS SPACED EQUALLY ALONG BEAM AMOUNT OF MIDSPAN CAMBER, UP W2455 [56] c=2" COMPOSITE BEAM DESIGNATION SIZE DESIGNATION TOTAL NUMBER OF WELDED STUDS AMOUNT OF MID -SPAN CAMBER, TYP. T T T I W36x194 (90) c=1" I COMPOSITE STEEL GIRDER DESIGNATION (20) (20) � (20) (20) PORTION OF TOTAL NUMBER OF WELDED STUDS TO BE SPACED EQUALLY BETWEEN INTERSECTING BEAMS INTERSECTING BEAM, TYP. STRUCTURAL SHEET INDEX SHEET # SHEET TITLE S001 ABBREVIATIONS SYMBOLS AND SHEET INDEX S002 STRUCTURAL GENERAL NOTES & WIND PRESSURE NOTES S112 NEW SLAB ON GRADE PLAN S122 MECHANICAL YARD AND FOUNDATION DETAILS 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLC ENGINEERING 50LUT10NS,N; 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 C Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENT HEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd Zephyrhills, FI 33541 James R. Mitchell, P.E. State of Florida Professional Engineer License No. 66911 his item has been electronically signed nd sealed by the individual named above, sing a dated Digital Signature in the spac N elow, per F.A.C. Rule 1G15-23.004. Printed copies of this C6 ocument are not considered signed and c ealed, and the signature must be verified c n any electronic copies. r� 174 G �G ENS S O No. 66911 = Digitally signed by James R Mitchell DN: CN=•lame$ R Mitchell, Z OU=A01427E00000169C9FDEC4500000D6C, O=TIC Engineering Solutions, C=US _ $1,tTE OF ' �;� Date: 2020.03-25 17:10:11-04'00' LU J �., P F REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: JRM DRAWN BY: BAS DESIGNED BY: BMM, JFS PROJECT NUMBER: 504-0226-000 0 2019 RS&H, INC. SHEET TITLE: ABBREVIATIONS SYMBOLS AND SHEET INDEX SHEET ID: S001 Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 i 4 5 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 I 3 I 4 I 11 If'llll IC C 0 A D- 0 M N N V 0 N 0 N L0 N M 1000 GENERAL NOTES: 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. 2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE ENGINEER OF RECORD FOR REVIEW OF ANY SUCH DEVIATIONS. 4. DO NOT SCALE DRAWINGS. 5. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. 6. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD. 7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE 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 TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND SUBMITTALS. 10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TLC ENGINEERING SOLUTIONS IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK. 11. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFE SPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS. 12. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD -FORMED STEEL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. 13. IN THE PROFESSIONAL OPINION OF TLC ENGINEERING SOLUTIONS, INC. THE STRUCTURAL CONTRACT DOCUMENTS FOR THIS PROJECT HAVE BEEN PREPARED IN ACCORDANCE WITH THE DESIGN CRITERIA AS SET FORTH IN THE FLORIDA BUILDING CODE (FBC) 6th EDITION (2017), 14. NO PROVISIONS HAVE BEEN MADE FOR VERTICAL OR HORIZONTAL EXPANSION EXCEPT AS SHOWN ON CONTRACT DOCUMENTS. 15. FINISH FLOOR ELEVATION (FIRST FLOOR) OF 0'-0" (100'-0") IS USED AS A REFERENCE ELEVATION. REFERENCE ARCHITECT FOR FLOOR FINISHES AND ENSURE NEW FIFE MATCHES EXISTING FLOOR ELEVATION 16. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD/REVIT FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS IS PROHIBITED UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM ENGINEER OF RECORD. 17. IN THE EVENT THAT THE STRUCTURAL CONTRACT DRAWINGS AND SPECIFICATIONS CONFLICT ON INFORMATION, THE STRUCTURAL CONTRACT DRAWINGS SHALL SUPERSEDE THE SPECIFICATIONS. 1060 DESIGN LOADS: 1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 6th EDITION (2017), AND AS SUPPLEMENTED BY LOCAL AMENDMENTS. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: A. DEAD LOADS: ROOF 20 PSF B. LIVE LOADS ROOF 20 PSF FLOOR (KITCHEN) 150 PSF C. WIND LOADS: PER FLORIDA BUILDING CODE, SECTION 1609. SEE SHEET S002 FOR COMPONENTS AND CLADDING PRESSURES. ULTIMATE DESIGN WIND SPEED, Vult 145 MPH (3 SEC. GUST) NOMINAL DESIGN WIND SPEED, Vasd 112 MPH (3 SEC. GUST) RISK CATEGORY III EXPOSURE B 1330 SHOP DRAWING REVIEW: 1. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON -CONFORMING DRAWING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 3. SHOP DRAWING SUBMITTALS SHALL EITHER BE SUBMITTED ELECTRONICALLY OR SHALL INCLUDE, AT A MINIMUM, FOUR HARD COPIES. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER OF RECORD, ONE BY THE ARCHITECT, ONE BY THE LOCAL BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS AS REQUIRED FOR DISTRIBUTION. 4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. 5. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED THE PURPOSE OF THE RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR COSTS CAUSED BY MULTIPLE RE -SUBMITTALS (MORE THAN ONE) AT ARCHITECT/ENGINEERS' CURRENT HOURLY RATES. 1333 SUBMITTALS: 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: • ITEMS MARKED (D) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. • ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEER'S RECORD ONLY. A. STRUCTURAL STEEL B. REINFORCING STEEL C. CONCRETE MIX DESIGNS D. CONSTRUCTION JOINT LOCATIONS IN STRUCTURAL FLOORS E. MORTAR AND GROUT FOR MASONRY. 3. MANUFACTURER'S LITERATURE. SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. 1334 REQUEST FOR INTERPRETATION: 1. RFI SHALL ORIGINATE WITH CONTRACTOR AND SHALL BE SUBMITTED IN THE FORM SPECIFIED WITHIN CONTRACT DOCUMENTS. RFI SHALL BE SUBMITTED IN A PROMPT MANNER AS TO AVOID DELAYS IN CONTRACTORS WORK. 2. RFI SHALL BE SUBMITTED AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS AND SHALL BE FORWARDED TO THE ENGINEER VIA THE ARCHITECT OR DIRECTLY TO THE ENGINEER BY THE CONTRACTOR WHEN APPROVED BY THE ARCHITECT. 3. ENGINEER SHALL TAKE UP TO 5 BUSINESS DAYS TO REVIEW AND RETURN RFI'S. HOWEVER, THE ENGINEER WILL ATTEMPT TO EXPEDITE THE REVIEW OF ALL RFI'S WITHIN A REASONABLE TIME FRAME. 4. RFI RESPONSES ARE NOT INTENDED TO AUTHORIZE ANY INCREASE IN CONSTRUCTION COST, SCHEDULE OR TIME EXTENSIONS, OR CONSTRUCTION IN CONFLICT WITH ANY APPLICABLE CODES OR SPECIFIED DESIGN STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN TEAM IMMEDIATELY OF ANY PERCEIVED SCOPE, SCHEDULE, OR COST IMPACTS OR ADJUSTMENTS. IF CONTRACTOR REQUESTS ANY ADDITIONAL COST, INCREASE IN SCHEDULE OR ADJUSTMENT IN SCOPE, THE CONTRACTOR SHALL NOT PROCEED WITH ADDITIONAL WORK UNTIL APPROVED IN WRITING BY THE CONSTRUCTION ADMINISTRATOR. 2210 DEMOLITION NOTES: 1. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING, ETC. NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW CONSTRUCTION, AS WELL AS FOR JOB SAFETY. JOB SAFETY, CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF DEMOLITION. 2. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY FACILITY OR PORTION THEREOF, AND THE ASSOCIATED BARRICADING REQUIREMENTS WITHIN A MINIMUM OF 7 DAYS PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A MANNER, WHICH WILL NOT CONFLICT WITH ANY OPERATION, WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT, UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN. 4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY UTILITY SYSTEM, A MINIMUM OF 3 DAYS PRIOR TO COMMENCING WORK. 5. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN STRAIGHT AND TRUE LINES TO ENSURE A NEAT INTERFACE. 6. BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND SUPPORTS. 7. PROVIDE TEMPORARY CLOSURE OF ALL ROOF FASCIA, WALL AND OTHER OPENINGS TO PROTECT BUILDING FROM EXPOSURE TO UNDESIRABLE ELEMENTS UNTIL NEW CONSTRUCTION IS WEATHERPROOFED, AT WHICH TIME SUCH TEMPORARY CONSTRUCTION SHALL BE REMOVED. ALL TEMPORARY EXTERIOR WALLS THAT ARE SUBJECT TO WIND LOADS ARE TO BE DESIGNED BY A DELEGATED ENGINEER. 8. UPON COMPLETION OF NEW CONSTRUCTION UNDER EACH PHASE, ALL DEMOLISHED AREAS SHALL BE RESTORED TO ACCEPTABLE USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS DETERMINED BY THE ARCHITECT/ENGINEER. 9. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE ALL DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS ON THE PREMISES IS STRICTLY PROHIBITED. 2220 EXISTING STRUCTURE: 1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE PREPARED FOR: PREPARED BY: SDL & ASSOCIATES ENTITLED: DINING ROOM ADDITION, EAST PASCO MEDICAL CENTER DATED: 04-17-2002 AND: PREPARED BY: HOSPITAL DESIGNERS, INC. ENTITLED: EAST PASCO MEDICAL CENTER DATED: UNKNOWN, POSSIBLY 1985 2. WORK SHOWN ON THESE DRAWINGS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. 3. WORK SHOWN ON THESE DRAWINGS IS INCIDENTAL TO THE STRUCTURAL SYSTEM OF THE BUILDING AND IS THEREFORE LIMITED TO SPECIFIC ITEMS SHOW HEREIN. THE RESPONSIBILITY FOR THE OVERALL STRUCTURAL SYSTEM REMAINS WITH THE ORIGINAL ENGINEER AND DESIGNERS OF RECORD. 2300 FOUNDATIONS - W/O SOIL REPORTS: 1. 1. IN THE ABSENCE OF ANY GEOTECHNICAL RECOMMENDATIONS, THE FOUNDATIONS ARE DESIGNED FOR A PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF ON COMPACTED FILL. 2. PRESUMPTIVE SOIL CONDITIONS ARE IN ACCORDANCE WITH TABLE 1806.2 OF THE 6TH EDITION (2017) FLORIDA BUILDING CODE. 3. IN THE ABSENCE OF ANY GEOTECHNICAL RECOMMENDATIONS, NO WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE BY TLC FOR THE PERFORMANCE OF THE FOUNDATION. 4. AT A MINIMUM, SITE PREPARATION WORK SHALL INCLUDE: A. STRIPPING AND GRUBBING OF THE BUILDING FOOTPRINT PLUS A MARGIN OF 5 FEET AROUND THE BUILDING, REMOVING ALL ORGANIC MATERIALS WITHIN X FEET OF THE SURFACE. B. PROOF ROLLING THE BUILDING SITE TO LOCATE ANY UNFORESEEN SOFT AREAS. ANY SOFT AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN FILL. A DENSITY OF AT LEAST 95% FOR A DEPTH OF 2 FEET IS REQUIRED UNDER THE BUILDING FOOTPRINT. C. ALL FILL SHALL BE CLEAN SAND AND FREE OF ORGANIC MATERIALS. COMPACT FILL IN 12 INCH (UNCOMPACTED THICKNESS) LIFTS TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE. D. EXCAVATIONS FOR FOUNDATIONS SHALL BE COMPACTED TO 95% FOR A DEPTH OF AT LEAST 2 FEET BELOW THE BOTTOM OF THE FOUNDATION AND SLABS. E. DEWATERING MAY BE REQUIRED TO ACHIEVE THE REQUIRED COMPACTION VALUES, AND IF USED, SHOULD DRAW DOWN THE WATER LEVEL TO AT LEAST 2 FEET BELOW THE BOTTOM OF THE EXCAVATION. 5. SLABS ON GRADE SHALL BE PLACED OVER A 15 MIL, CLASS "A" VAPOR RETARDER. VAPOR RETARDER SHALL BE LAPPED A MINIMUM OF 6", OR AS RECOMMENDED BY THE MANUFACTURER (WHICHEVER IS GREATER) AND TAPED AT ALL JOINTS. ALL PUNCTURES IN THE VAPOR RETARDER SHALL BE REPAIRED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ALL PENETRATIONS THROUGH THE VAPOR RETARDER (COLUMNS, PLUMBING, CONDUITS, ETC) SHALL BE SEALED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. VAPOR RETARDER SHALL BE CONTINUOUS UNDER WALL FOUNDATIONS OR SEALED TO EXTERIOR WALLS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 3302 CONCRETE: 1. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: CONCRETE STRUCTURE TYPE COMPRESSIVE SLUMP COARSE MAXIMUM STRENGTH AGGREGATE W/C RATIO FOUNDATIONS 3000 PSI 4-6" 1" 0.50 SLABS -ON -GRADE 3000 PSI 4-6" 3/4" 0.50 BEAMS AND COLUMNS 4000 PSI 4-6" 3/8" 0.48 2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. 3. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 4. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. 5. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 6. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-CLASS D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. 7. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. 8. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 9. CONDUITS, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI 318, 6.3. 10. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318. 11. ALL COLUMNS AND BEAMS INTEGRATED IN CMU WALLS ARE 8" AND 12" NOMINAL AND 7-5/8" AND 11-5/8" ACTUAL DIMENSIONS, RESPECTIVELY. 3310 REINFORCING STEEL: 1. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 2. PROVIDE CONCRETE COVER OVER PRIMARY REINFORCEMENT, TIES, AND STIRRUPS, AS FOLLOWS, UNLESS OTHERWISE NOTED: LOCATION AND CONDITION MINIMUM COVER A. CONCRETE CAST AGAINST AND ALL BARS 3" PERMANENTLY EXPOSED TO EARTH. B. CONCRETE EXPOSED TO EARTH OR WEATHER #6 OR GREATER 2" #5 OR SMALLER 1.5" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS #11 OR SMALLER 3/4" 3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS. 5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS. 6. PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL BARS WITH CLASS B TENSION LAP SPLICES, U.N.O. 7. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE AS SHOWN IN TABLE, UNLESS OTHERWISE NOTED: BAR SIZE 3000 PSI 4000 PSI 5000 PSI T<12" #6 OR LESS 57 Db 49 Db 44 Db T>12" #6 OR LESS 74 Db 65 Db 57 Db WHERE "T" IS DEPTH OF CONCRETE UNDER BARS AND "Db" IS BAR DIAMETER UTILIZE CLASS "B" SPLICE FOR ALL SPLICES, U.N.O. ON PLANS OR DETAILS. ULTIMATE C&C WIND PRESSURE PLAN NOTES: 1. WIND PRESSURE TABLE IS BASED ON FBC 6th EDITION 2017/ASCE 7-10 ULTIMATE WIND SPEED, PRESSURES SHOWN ABOVE ARE ULTIMATE COMPONENTS AND CLADDING PRESSURES. 2. ROOF TOP EQUIPMENT SHALL BE DESIGNED FOR A LATERAL PRESSURE OF 100 psf AND A SIMULTANEOUS UPLIFT PRESSURE OF 49 psf (ROOF TOP EQUIPMENT PER FBC SECTION 1620.6 WITH Qh = 33 psf) 8. AT CHANGES IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 9. HERE HOOKS ARE SHOWN ON THE PLANS OR DETAILS, HOOKS SHALL BE DETAILED TO EXTEND DEEP ENOUGH INTO SUPPORTING STRUCTURE TO DEVELOP THE FULL STRENGTH OF THE HOOKED BAR. PROVIDE ADDITIONAL TIES OR STIRRUPS IN SUPPORTING STRUCTURE AS REQUIRED TO SATISFY ACI 318 HOOK DEVELOPMENT, CONFINEMENT, AND ANCHORAGE CRITERIA. 10. AT CANTILEVER SLABS AND BEAMS, REINFORCING BARS IN DIRECTION OF CANTILEVER SHALL BE DETAILED TO FULLY DEVELOP THE BAR STRENGTH INTO THE SUPPORTING STRUCTURE, EITHER BY PROVIDING FULL CLASS B LAP SPLICE OR STANDARD ACI HOOKS EMBEDDED DEEP ENOUGH BEYOND SUPPORT TO DEVELOP STRENGTH OF BAR. 3400 CONCRETE TESTING: 1. AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED LAB CURED CYLINDER QUANTITIES AND TEST AGE AS FOLLOWS: (2) AT 7 DAYS (2) AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28-DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(S) MAY BE DISCARDED. 4810 MASONRY WALLS: 1. ALL MASONRY CONSTRUCTION SHALL CONFORM TO TMS 402 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND TMS 602 "SPECIFICATION FOR MASONRY STRUCTURES", LATEST EDITION. 2. MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 2000 PSI ON THE NET AREA (fm = 2000 PSI). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270. 3. GROUT SHALL BE 3000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476 AND HAVE A SLUMP BETWEEN 8" AND 11" WITH WATER CM RATIO OF 0.55 MAXIMUM AND WITH 3/8'. MAXIMUM AGGREGATE. 4. PROVIDE HOOKED DOWELS IN FOUNDATIONS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES SHALL BE PER LAP SPLICE SCHEDULE SHOWN IN TYPICAL DETAIL. 5. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS AND AS SHOWN ON THE DRAWINGS. 6. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. 7. USE METAL LATH, MORTAR OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA AS REQUIRED. 8. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. AT FILLED CELLS LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 9. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. LADDER TYPE IS RECOMMENDED WITH REINFORCED FILLED CELLS. PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT WALL INTERSECTIONS. 10. CONTROL JOINTS SHALL BE CONSTRUCTED IN CONCRETE MASONRY CONSTRUCTION AT A MAXIMUM HORIZONTAL SPACING BETWEEN JOINTS OF 26-0" AND NOT MORE THAN 12'-6" FROM CORNERS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. CONSTRUCT INTERIOR CONTROL JOINTS AT A MAXIMUM HORIZONTAL SPACING OF 32'-0" OR 16-0" FROM CORNERS. NO JOINTS SHALL BE LOCATED WITHIN 2'-0" OF STEEL BEAM BEARINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. 11. SUBMIT PROPOSED GROUT MIX DESIGNS FOR REVIEW PRIOR TO USE. MIX NUMBER OR OTHER POSITIVE IDENTIFICATION SHALL UNIQUELY IDENTIFY MIX. 12. USE OF SUPERPLASTICIZER IS PROHIBITED. 13. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. 14. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. AFTER INSPECTION AND BEFORE GROUTING, THE REBAR SHALL BE TIED AT THE CLEANOUTS AND THE CLEANOUTS SHALL BE SEALED. 15. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. 16. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 17. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. SAMPLE AND TEST GROUT PER ASTM C1019. 18. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. 19. WHEN TOTAL GROUT POUR EXCEEDS 64" FEET IN HEIGHT, (HIGH LIFT GROUTING), THE GROUT SHALL BE PLACED IN 4-FOOT LIFTS WITH A MINIMUM OF A 30 MINUTE DELAY BETWEEN LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF TMS 402 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). 20. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 21. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE MASONRY WALL, SUPPORT CONCRETE WITH 6" SIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH SOFFIT SCREENING OR PUR-O-STOP OF EQUAL CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 22. REINFORCING SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 23. SECURE APPROVAL OF REINFORCING SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 24. PROVIDE STANDARD HOOKS AT ENDS OF ALL BARS WHICH TERMINATE IN TIE BEAMS OR BOND BEAMS. 25. AT CHANGES IN DIRECTION OF BOND BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Ced. Nos. AAC001886 " IB26000956 5620 • LCC000210' GB238 ``_TLC ENGINEERING S O L U T I O N S,�, 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENT HEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd Zephyrhills, FI 33541 James R. Mitchell, P.E. State of Florida Professional Engineer License No. 66911 his item has been electronically signed nd sealed by the individual named above, , sing a dated Digital Signature in the spac A elow, per F.A.C. Rule r 1G15-23.004. Printed copies of this C6 ocument are not considered signed and c ealed, and the signature must be verified o n any electronic copies. N „ w 0O ceMSFCy�:; No. 66911<* �_ Digitally signed by James R Mitchell _ - • DN`. CN=James R Mitchell, Z 0U=A01427E00000169C9FDEC4500000D6C, W ,' Si TE OF (V ; O=TLC Engineering Solutions, C=US Date: 2020,03,25 17:11:17-04'00' R 0 " i Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: JRM DRAWN BY: BAS DESIGNED BY: BMM, JFS PROJECT NUMBER: 504-0226-000 © 2019 RS&H, INC. SHEET TITLE: STRUCTURAL GENERAL NOTES & WIND PRESSURE NOTES SHEET ID: S002 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 I 4 5 3 i B 1X 28' - 1 3/4" N NEW SLAB ON GRADE PLAN Li S 112 1 /4" = 11-01I N M E 18' - 6 1 /4" 4 S112 00 0 N N 00 4 CLEAN JOINT & FILL WITH - -� - KEYWAY ELASTOMERIC JOINT MATERIAL C.J. CONTINUOUS SLAB REINFORCEMENT CONCRETE SLAB TO BE CUT AT KEYWAY SEE PLAN T'sLA6- EL. SEE PLAN `- (*) AVAILABLE KEYS MAY VARY. KEYWAY CAN ALSO BE FORMED W/ HALF ROUND MATERIAL OF APPROX. THE SAME DIMENSIONS. TYPICAL CONSTRUCTION JOINT TOOLED OR SAWCUT JOINT C.J. FILLED WITH ELASTOMERIC %- JOINT MATERIAL 1/8" AT/SLAB - - L - = SEE PLAN - - p TYPICAL SAWCUT CONCRETE SLAB SEE PLAN LD CX - DX TYPICAL ADDITIONAL (-4 SLAB REINFORCING AT COLUMNS S 112 3/4" = 1'-01, CONTROL JOINT NOTE: 1. C.J. INDICATES CONTROL OR CONSTRUCTION JOINT. 2. CONTROL JOINTS SHALL BE SAWCUT AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE (4 TO 16 HOURS AFTER PLACEMENT MAX.). 3. JOINT PLACEMENT REQUIREMENTS: FOR ENCLOSED/INTERIOR AREAS. 15'-0" O.C. (MAX.) EACH WAY FOR OUTSIDE/EXTERIOR AREAS. 12'-0" O.C. (MAX.) EACH WAY 4. WHERE TOP OF SLAB SURFACES ARE TO BE FINISHED WITH TILE, GENERAL CONTRACTOR IS TO COORDINATE JOINT LOCATIONS WITH THAT OF MORTAR JOINTS. TYPICAL SLAB 2 CONSTRUCTION/CONTROL JOINTS S 112 314" = 1'-0" - -- - DRILL & EPDXY #4 DOWELS x 16" LONG @ 32" INTO z EXISTING SLAB F- z EXIST. CONC. SLAB - W 4" CONC. SLAB w/ - - v ONE LAYER 6X6 - < Q W1.4XW1.4 W.W.F. V x x -- 6" - MIN 15 MIL VAPOR BARRIER, LAP WITH EXISTING & TAPE ALL SEAMS - COMPACTED FILL OR STONE TYPICAL EXISTING !3 SLAB TO NEW SLAB DETAIL (— -- - --- --- - - - - S 112 3/4" = 1'-01, CONS W/JO CONC COLU 5 FOUNDATION PLAN NOTES 1. EXISTING STRUCTURAL DRAWINGS OF THIS AREA WERE NOT AVAILABLE AT THE TIME OF DESIGN. ALL EXISTING STRUCTURAL INFORMATION SHOWN IS FOR REFERENCE ONLY. GC TO CONFIRM EXISTING CONDITIONS AND NOTIFY FOR IF CONFLICTS WITH PROVIDED DETAILS/DESIGN ARE IDENTIFIED. 2. GENERAL CONTRACTOR IS TO COORDINATE WITH EQUIPMENT PROVIDER ON HOUSEKEEPING PAD REQUIREMENTS. ARCH FOR FFE AND MATCH REQUIRED SLAB ELEVATIONS 3. TOP OF SLAB IS ASSUMED TO BE 0'-0" REFERENCE CIVIL FOR ACTUAL ELEVATION. FOUNDATION KEY NOTES 1 (2) #5 x 3'-0" (2" BELOW TOP OF SLAB) AT EACH CORNER L---] OFSLAB/SLAB DEPRESSION, TYPICAL. 2❑ EQUIPMENT SUPPORT PAD - REFERENCE TYPICAL DETAILS FOR MINIMUM STRUCTURAL REQUIREMENTS. COORDINATE ANY ADDITIONAL DEPTH REQUIREMENTS FOR ATTACHMENT WITH MANUFACTURER. LOCATIONS AND DIMENSIONS OF PADS TO BE COORDINATED WITH MANUFACTURER AND MEP DRAWINGS. 4" CONCRETE SLAB REINFORCED w/ MICRO SYNTHETIC FIBERS �3 AT 1.5 Ibs PER CUBIC YARD (FRC MONO - 150 OR EQUIV.) OVER 15 MIL VAPOR BARRIER ON COMPACTED SUBGRADE. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 4 RECESS SLAB MAY BE REQUIRED AT REFRIGERATOR/FREEZER. COORDINATE W/ MANUFACTURER AND ARCHITECT WITH REQUIREMENTS OF SLAB. EXISTING SLAB MAY HAVE RECESSES &/OR ADDITIONAL SLAB AT EXISTING REFRIGERATOR/FREEZER. FOR ESTIMATING PURPOSES, ASSUME (2) 4" SLABS AT EXISTING REFRIGERATOR/FREEZER ARE TO BE DEMOED AND REPLACED. SLAB ON GRADE: SEE PLAN FOR SIZE AND REINF'G. (TYP) SEE PLAN T/SLAB - 1715 N. Westshore Blvd., Suite 600 Tampa,, Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620LCC000210' GB238 ,TLC ENGINEERING S0LUT10NS�� 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 it. iLIS i 1. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENT HEALTH ZEPHYRHILLS PROJECT ADDRESS: COORD. LOCATION AND LIMITS WITH ARCH'L. DWGS. TYP. 7050 Gall Blvd Zephyrhills, FI 33541 SEE PLAN FOR SLAB DROP AMOUNT. (4" MAX. TYP.) COMPACTED - - SUBGRADE. (TYP.) TYPICAL SLAB STEP \r -- -- -- — — -- S 112 3/411= 1'-0" MIN - COORD WITH MANUFACTURER ACHORAGE REQUIREMENTS FOR ADDITIONAL CONCRETE DEPTH tE NO CONTROL JOINT IDE (1)-#4x48" LG. ERED IN SLAB. (TYP) x S-0" (2" BELOW TOP AB) @ EACH CORNER ROL JOINT I - --6" TYP - LIMITS^OF James R. Mitchell, P.E. State of Florida Professional Engineer License No. 66911 his item has been electronically signed nd sealed by the individual named above, sing a dated Digital Signature in the spac N elow, per F.A.C. Rule 1G15-23.004. Printed copies of this ocument are not considered signed and c ealed, and the signature must be verified o n any electronic copies. M N ,,,.II,,,,,,,,,, Lii O '�C?. �, g6911 '•. Digitally signed by James R Mitchell _ * = DN: CN=James R Mitchell, U _ 0J=A01427E00000169C9FDEC4500000D6C, O=TLC Engineering Solutions, C=US S1 TE OF Z W .+�? -- ,� ., F Date: 2020.03.25 17:12:57-04'00' " fit`'•..COR IOP:'�•: ' ` J U °SS��NA� E�,�� ��",,,Hill n,C.UP��\ - a U CHAMFER Q REVISIONS BLDG SLAB - - NO. DESCRIPTION DATE wZ 0 1TJ LVV `W V VV MAX TYPICAL EQUIPMENT 6 SUPPORT PAD ON SLAB S 112 3/4" = 1'-0" KEY PLAN 0 1' 2' 3' 4' 3/4" =1'-0" 0 2' 4' - - 8' 12' 1/4" = 1'-0" 5 DATE ISSUED: 03/20/2020 REVIEWED BY: JRM DRAWN BY: BAS DESIGNED BY: BMM, JFS PROJECT NUMBER: 504-0226-000 C 2019 RS&H. INC. SHEET TITLE: NEW SLAB ON GRADE PLAN SHEET ID: S112 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright© 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 1 I 2 I 3 I 4 I 5 IC C A 2 M a 0 N O N N M EXISTING TRANSFORMERS, SEE ELECTRICAL DRAWINGS; PROVIDI EXCAVATION SUPPORT WHERE NEEDED FOR ADJACENT WALL FOOTING 6-0" WIDE FOOTING, SEE 2/S122 12" CMU WALL REINFORCED w/ #6 AT 16" OC VERTICAL ABOVE 7 6 EA. END S122 S122 SIDEWALK /PAD, SEE ARCH & CIVIL DWGS TC-1 EACH SIDE OF OPENING I OPP 1 6 HAND S122 PROVIDE DOWELS INTO EXISTING FOOTING TO MATCH CONTINUOUS FOOTING REINFORCEMENT; DRILL & SET 6" INTO EXISTING CONCRETE w/ HILTI HIT-HY200 EPDXY 2 ( S122 EXISTING 8'-0"x8'-0"x1'-9" THICK FOOTING, -1'-0" BELOW I EXISTING BUILDING SLAB: FIELD VERIFY & COORDINATE w/ NEW FOOTING FOR SCREEN WALL j _J I EXISTING CONCRETE COLUMN I 29 I I I T : aTl 4 CONDENSING UNITS, SEE MECHANICAL DRAWINGS, ON CONCRETE PADS PER 4/S 122 I — —r—— — — —I — — — — — G G 2 a ° S122 1'-0" _ — — — — — OUTLINE OF EXISTING BUILDING TO ------- REMAIN I i I OUTSIDE AIR INTAKE, SEE MECHANICAL DRAWINGS i — --... G NEW CONCRETE PAD, SEE 5/S122 I JJII d d * 5 1 1 AHU-1 (9,500 LBS. MAX), SEE MECHANICAL }. S122 DRAWINGS FOR ADDITIONAL INFORMATION -4_0--} - ----------- 4 a I ` FIELD -VERIFY CONSTRUCTION TYPE OF 1 WALL & PROVIDE INFO TO TLC PRIOR TO CUTTING NEW OPENING FOR DUCT (ABOVE); DO NOT CUT OPENING WITHOUT - — DIRECTION FROM TLC ENGINEERING 5 f -- - - S122 A�. EXISTING 2'-0"WIDE x 1'-0" ; THICK WALL FOOTING, 4-0" BELOW EXISTING BUILDING SLAB, F.V. - ITE: :LD-LOCATE ALL EXISTING UTILITIES IN THE VICINITY C E FOOTING AND NOTIFY TLC IMMEDIATELY OF ANY INFLICTS SO THAT SOLUTIONS MAY BE DEVELOPED. 1 EQUIPMENT YARD PARTIAL FOUNDATION PLAN S122) 1 /4" =1'-0" 0 N 12" CMU REINFORCED w/ #6 AT 16" OC IN GROUTED CELLS, CENTERED IN WALL o z 6 #5 CONT TOP AND BOTTOM EQUAL I TERMINATE BARS WITH STANDARD HOOK IN KNOCK -OUT COURSE (2) KNOCK -OUT COURSES W/ 245 CONTINUOUS BARS; PROVIDE CORNER DOWELS AT WALL RETURN TO MATCH CONTINUOUS REINFORCEMENT AND LAP 30 BAR DIAMETERS MINIMUM EACH LEG LAP VERTICAL BARS WITH FOOTING DOWELS 3'-0" MINIMUM, TYPICAL DOWELS TO MATCH & LAP VERTICAL REINFORCEMENT, w/STANDARD HOOK J - U EQUAL I `4 j1 T/FTG TO MATCH EXISTING (F.V.) V-0" MIN BELOW GRADE I, 3" CLR - #6 AT 12" OC TOP AND BOTTOM 6' - 0" NOTE: FIELD -LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF THE FOOTING AND NOTIFY TLC IMMEDIATELY OF ANY CONFLICTS SO THAT SOLUTIONS MAY BE DEVELOPED. 2 TYPICAL SCREEN WALL SECTION S122) 3/4" =1'-0" GRADE, SEE ARCH & CIVIL ao O `— LIMITS OF EQUIPMENT 0 #6 BOT EW @ 12" OC 5 AHU-1 EQUIPMENT SUPPORT PAD S122) 3/4" =1'-0" NOTE: CONCRETE COLUMNS MAY BE OVER POURED TO SUIT BLOCK COURSING. SIZES SHOWN ARE FOR MIN'S REQUIRED AND FOR COLUMN TIES (CAGES) CONC. COL. EXTEND TC TO BOTTOM I KNOCK -OUT COURSES II II ENTRY, U co TURN 1/2 BLOCK ON ---- T SEE ARCH 1'- 4" /11 EDGE EVERY 2nd. COURSE (TYP.) --- DOWELS TO MATCH THAT g I 00 LO OF COLUMN REINFORCING - I I -- W/(2)-#3 TEMP. TIES (TYP.) 4 #6 VERTS #3T @ 8 OL T/FOOTING I I (I TC-1 SEE PLAN L I CAST -IN -PLACE CONCRETE STANDARD 90° HOOK. (TYP.) FTG SEE PLAN FOR SIZE AND REINF'G. (TYP.) (-6-TIE COLUMN TC-1 DETAIL S122 3/4" =1'-0" DRILL & EPDXY #4 DOWELS X 16" LONG @ z 32" INTO EXIST. SLAB I-_ V)z 4" CONC. SLAB W/ ONE LAYER W 6X6 - W1.4XW1.4 W.W.F. U Q EXIST. CONC. SLAB � MIN 15 MIL VAPOR BARRIER, LAP WITH EXISTING & TAPE a ALL SEAMS COMPACTED FILL OR STONE 3 TYPICAL S.O.G. INFILL/REPAIR S 122 3/411 =1'-0" NOTE: AT KITCHEN (REF ARCHITECTURAL AND PLUMBING SHEETS FOR EXTENT AND LOCATIONS OF DEMO/REPAIR) PROVIDE 1/8" WIDE BY 1" DEEP SAWCUT CONTROL JOINTS AT MAXIMUM 12' OC, EACH WAY. 6" TYP LIMITS OF GRADE, SEE ARCH & CIVIL EQUIPMENT NK- (0 — I � � co 777-7 J _ U ``' #4 BOT EW @ 12" OC 8" 4 TYP CONDENSER SUPPORT PAD S122) 3/4" = 1'-0" CONC. COL. C1`41RT, SEE ARCH TIE COLUMN EXTENDS TO UNDERSIDE OF KNOCK -OUT COURSES SHOWN IN 2/S122 REINFORCED CMU WALL, SEE 2/S122 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 .:_TLC ENG_IN- EERING S0LUT10NSF; 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENT HEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd Zephyrhills, FI 33541 James R. Mitchell, P.E. State of Florida Professional Engineer License No. 66911 This item has been electronically signed and sealed by the individual named above, sing a dated Digital Signature in the spac N elow, per F.A.C. Rule 1G15-23.004. Printed copies of this ocument are not considered signed and e ealed, and the signature must be verified o In any electronic copies. <h ..O•E S•c `l< �; Digitally James R Mitchell O U 66911 signed by DN: CN=James A Mitchell, OU=A01427E00000169C9FDEC4500000D6C, 0--TLC Engineering Solutions, C=us = Sl TE OF ,: [v c Date: 2020.03:25 17:14:06-04'00' Z W R'VV ��'c J U REVISIONS LINTEL: 8" DEEP x 11 5/8" WIDE CONCRETE BEAM w/ 2 #5 TOP AND BOTTOM & #3 CLOSED STIRRUPS AT 6" OC STARTING 2" MAX FROM EACH END PROVIDE 90' STANDARD HOOK, EACH END, TOP AND BOTTOM BARS TIE COLUMN TC-1 REFER TO 6/S122 7 TIE COLUMN TC-1 TO LINTEL BEAM S122) 3/4" = 1'4" NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: JRM DRAWN BY: BAS DESIGNED BY: BMM, JFS PROJECT NUMBER: 504-0226-000 0 2019 RS&H, INC. SHEET TITLE: MECHANICAL YARD AND FOUNDATION DETAILS SHEET ID: S122 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 1.1 3 4 i - I I L 111 5 C PLUMBING: SPECIFICATIONS 1.00 - GENERAL PROVISIONS 1.01 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. 1.02 CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 FLORIDA PLUMBING CODE AND ALL LOCAL CODES HAVING JURISDICTION. 1.03 ALL PLUMBING WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. 1.04 CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST, CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1.05 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. 1.06 PROVIDE ALL MATERIALS REQUIRED TO PROPERLY SUPPORT ALL PIPING ANDEQUIPMENT. PIPE HANGERS SHALL BE ADJUSTABLE TYPE AND BE SPACED IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE. PROVIDED PLASTIC COATED RING ON HANGERS FOR COPPER PIPING TO PROVIDE DIELECTRIC ISOLATION. 1.07 PROVIDE DIELECTRIC UNIONS OR FLANGES BETWEEN COPPER AND STEEL PIPING AND BETWEEN BRASSWARE AND STEEL. DO NOT USE STEEL AND COPPER PIPING IN THE SAME SYSTEM WITHOUT SUCH ISOLATION. 1.08 PROVIDE REDUCING FITTINGS (REDUCING BUSHINGS SHALL NOT BE USED) WHERE CHANGES IN PIPE SIZES OCCUR. 1.09 THIS CONTRACTOR SHALL SUPPLY AND INSTALL ALL SERVICES THROUGHOUT THE BUILDING AND MAKE CONNECTION TO SITE UTILITIES APPROXIMATELY 5-0" OUTSIDE THE BUILDING. CONTRACTOR SHALL SUPPLY AND INSTALL FIXTURES, FITTINGS, VALVING AND TRIM AND MAKE READY FOR USE ALL FIXTURES, EQUIPMENT, ETC. 1.10 SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 2.00 - BASIC MATERIALS AND METHODS 2.01 DOMESTIC WATER - ABOVEGROUND WATER PIPE AND FITTINGS - TYPE "L" COPPER. 2.02 PROVIDE UNIONS OR FLANGES IN ALL DOMESTIC WATER SERVICE LINES AT EACH PIECE OF EQUIPMENT, SPECIALTY VALVES OR AT OTHER LOCATIONS REQUIRED FOR READY DISCONNECT. 2.03 WATER HAMMER ARRESTORS SHALL BE INSTALLED AT THE LOCATIONS ON THE PLANS AND IN ACCORDANCE WITH PDI STANDARD WH-201. PRODUCTS SHALL BE EQUAL TO THOSE MANUFACTURED BY PRECISION PLUMBING PRODUCTS OR SIOUX CHIEF. 2.04 VALVES: PROVIDE VALVES TO ISOLATE EACH RISER, BRANCH LINE AND PIECE OF EQUIPMENT. 2.05 PROVIDE PRESSURE REDUCING VALVE AND AIR GAP CONNECTION AT DISHWASHER AS REQUIRED BY CODE AND ACCORDING TO MANUFACTURER. 2.06 PROVIDE INLINE WATER FILTER AT WATER DISPENSERS, COFFEE MAKER AND ICE MAKER TO REMOVE MATERIALS, TASTE AND ODOR - "EVERPURE OR "SYSTEMS W. 2.07 SANITARY WASTE (NON -PRESSURE), SANITARY VENT AND STORM PIPING - ABOVE GROUND - PVC SCH-40 DWV PIPE AND FITTINGS. 2.08 CONDENSATE PIPING - PVC SCH-40 DWV PIPE AND FITTINGS. 2.09 INSTALL GRAVITY LINES SLOPED AT 1/8" PER FOOT FOR PIPE 3" AND LARGER AND 1/4" PER FOOT FOR PIPE SMALLER THAN 3". VERIFY INVERT ELEVATION WITH EXISTING PIPING PRIOR TO ANY PIPE BEING INSTALLED. 2.10 PROVIDE AND PROPERLY LOCATE HANGERS TO ADEQUATELY SUPPORT PIPING. ARRANGE HANGERS TO PERMIT EXPANSION AND CONTRACTION. DO NOT HANG PIPING FROM FIRE OR SMOKE WALLS. PROVIDE PIPE HANGERS AT EACH VALVE, STRAINER, AND OTHER PIPING ACCESSORY, AND AT EACH CHANGE OR DIRECTION. 2.11 THE SIZE OF HANGERS FOR NON -INSULATED PIPES SHALL BE SUITABLE FOR THE PIPE SIZE TO BE SUPPORTED. FOR INSULATED PIPING, THE SIZE OF THE HANGER SHALL BE SUITABLE FOR THE PIPE SIZE, PLUS THE INSULATION AND INSULATION SHIELD. B I EXISTING WALL HUNG SINK A 2.12 SPACING: LOCATE PIPE SUPPORTS AS INDICATED IN THE FOLLOWING TABLE: HORIZONTAL PIPE HANGER SCHEDULE MATERIAL PIPE SIZE HANGER SPACING COPPER TUBING UP TO 1 1/4 INCH 1 1/2 INCH AND ABOVE 6 FOOT CENTERS 10 FOOT CENTERS CAST IRON PIPE ALL 5 FOOT CENTERS 3.00 - PLUMBING FIXTURES AND TRIM 3.01 ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY" AS DEFINED AND SET FORTH IN COMMERCIAL STANDARD CS77-28 AS PROMULGATED BY THE U.S. DEPARTMENT OF COMMERCE. 3.02 ALL FIXTURES ARE TO BE WHITE VITREOUS CHINA UNLESS OTHERWISE SPECIFICALLY NOTED. FIXTURES AND FITTINGS PROPOSED SHALL BE FROM ONE MANUFACTURER AND OF SIMILAR CHARACTER IN ANY ROOM OR LOCATION. ESCUTCHEONS, HANDLES, ETC., ON THE DIFFERENT FIXTURES SHALL BE OF THE SAME DESIGN. 3.03 PROVIDE FIXTURE CARRIERS AS RECOMMENDED BY FIXTURE MANUFACTURER AND/OR CONSTRUCTION METHOD. 3.04 PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 3.05 FLOOR DRAIN TRAP SEALS SHALL HAVE AN APPROVED PRIMING DEVICE DESIGNED FOR THAT PURPOSE. 3.06 ALL CONCEALED TRAPS, PRIMERS, VALVES, CLEANOUTS, ETC. LOCATED IN TILED AREAS SHALL BE PROVIDED WITH AN ACCESS PANEL. 4.00 - INSULATION 4.01 ABOVE GROUND COLD AND HOT WATER PIPING - FIBERGLASS, 1" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 750F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 4.02 ABOVE GROUND STORM PIPING - FIBERGLASS, 1/2" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 75°F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 4.03 ABOVEGROUND CONDENSATE PIPING SHALL BE 1/2" FLEXIBLE UNICELLULAR POLYOLEFIN FOAM AND SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50-IMCOA "IMCOLOCK". 5.00 - VALVES AND COCKS 5.01 VALVES 2 AND SMALLER SHALL BE BALL VALVES, 150 PSI SWP, 400 PSI WOG. STANDARD PORT BALL, BRONZE TRIM, CAST BRONZE BODY, CHROMIUM -PLATED BRASS BALL, BRONZE NON - BLOWOUT STEM, TEFLON SEAT, DOUBLE 0-RING STEM SEALS, ZINC -COATED STEEL HANDLE WITH PLASTIC COATED HAND GRIP, 90 DEGREE OPERATION FROM FULL OPEN TO TIGHT SHUT-OFF - STOCKHAM S214-BR-T-T, STOCKHAM S216-BR-T-S OR EQUAL. 5.02 CHECK VALVES, ROUGH BRASS, REGRINDING BRONZE DISC - STOCKHAM B-345; B-309 OR EQUAL. 6.00 - STERILIZATION 6.01 DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE. PLUMBING FIXTURE SCHEDULE CHROME PLATED CAST BRASS GRID STAINER WITH 1-1/4" O.D. OFFSET TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4"X1-1/2" BRASS P-TRAP W/ CLEANOUT PLUG AND SLIP NUTS. PROVIDE P-TRAP AND TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD ANGLE STOPS AND WATER SUPPLY COVERS OF SAME MATERIAL. 3/8" I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS. BASIS OF DESIGN SINK - EXISTING FOR REUSE FAUCET - EXISTING FOR REUSE STRAINER/TRAP - MCGUIRE 155WCIPW 2150 WC (PROVIDE NEW) SUPPLIES - MCGUIRE H170LK (PROVIDE NEW) CARRIER - ZURN ZR-1231 (PROVIDE NEW) I FLOOR SINK 12"X12710" DEEP CAST IRON BODY WITH WHITE ACID RESISTING PORCELAIN ENAMEL INTERIOR, ALUMINUM ANTI -SPLASH INTERIOR BOTTOM DOME STRAINER AND NICKEL BRONZE TOP. BASIS OF DESIGN ZURN - Z1902T TRENCH DRAIN 12" WIDE TOP MODULAR, HEAVY DUTY TRENCH DRAIN BASIS OF DESIGN ZURN - Z665 CART WASH 8" WALL MOUNT MIXING FAUCET WITH POLISHED CHROME PLATED BRASS BODY, 90 DEGREE SWIVEL WITH VACUUM BREAKER, 44" FLEXIBLE STAINLESS STEEL HOSE WITH HEAT RESISTANT HANDLE,1.15 GPM ANGLED SPRAY VALVE, COMPRESSION CARTRDGES WITH SPRING CHECKS, LEVEL HANDLES, 1/2" NPT FEMALE INLETS AND SPRAY VALVE HOLDER. CERTIFIED TO ASME Al 12.18.1/CSA 6125.1, NSF 61 SECTION 9 AND NSF372.2019 DOE PRSV - CLASS II COMPLIANT. BASIS OF DESIGN T&S BRASS - B-0167-HH EXISTING TRIPLE COMPARTMENT SINK CHROME PLATED CAST BRASS GRID STAINER WITH 1-1/4" O.D. OFFSET TAILPIECE, CHROME PLATED 17 GAUGE 1-1/471-112" BRASS P-TRAP W/ CLEANOUT PLUG AND SLIP NUTS. PROVIDE P-TRAP AND TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD ANGLE STOPS AND WATER SUPPLY COVERS OF SAME MATERIAL. 3/8" I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS. BASIS OF DESIGN SINK - EXISTING FOR REUSE FAUCET - EXISTING FOR REUSE STRAINER/TRAP - MCGUIRE 155WC/PW 2150 WC (PROVIDE NEW) SUPPLIES - MCGUIRE H170LK (PROVIDE NEW) MOP SINK PRECAST TERRAllO WITH STAINLESS STEEL CAP, 24N24N12" TERRAllO SHALL BE MADE OF GREY MARBLE CHIPS CAST IN WHITE PORTLAND CEMENT TO PRODUCE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI. TERRAllO SURFACE SHALL BE GROUND AND POLISHED WITH ALL AIR HOLES AND/OR PITS TO BE GROUTED AND EXCESS REMOVED. DRAIN BODY SHALL BE STAINLESS STEEL CAST INTEGRAL, AND SHALL PROVIDE FOR A CAULKED LEAD CONNECTION AND NOT LESS THAN 1" DEEP TO A 3" PIPE. TYPE 304, 20-GAUGE STAINLESS STEEL SPLASH PANELS, 12" HEIGHT SECURED TO WALL ON 2 SIDES. SERVICE FAUCET SHALL BE CHROME PLATED WITH REVNEWABLE SEATS IN MONEL, VACUUM BREAKER, INTEGRAL STOPS AND SPRING CHECK VALVES, ADJUSTABLE WALL BRACE, PAIL HOOK, AND 3/4" HOSE THREAD ON SPOUT. BASIS OF DESIGN SINK - WILLIAMS SBC-1700-2-BP FAUCET - T&S BRASS-B-0665-BSTP 22 WATER SOFTENER TOTAL HARDNESS: 15 GPG FLOW AND PRESSURE DROP: 20 GPM @ 6.5 PSI CONTINUOUS FLOW AND PRESSURE DROP: 34 GPM @ 15 PSI PEAK FLOW AND PRESSURE DROP: 46 GPM @ 25 PSI DAILY WATER USAGE: 5,000 GPD TEMP RANGE: 40-140 DEGREES F OPERATING PRESSURE RANGE: 30-125 PSI ELECTRICAL: 120/24 VAC, 60 Hz PLUMBING SYMBOL LEGEND PLUMBING ABBREVIATIONS GENERAL NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. CA - COMPRESSED AIR --AV-- _ _ _ - ACID VENT AFF -ABOVE FINISH FLOOR 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. AW - ACID WASTE AW - ACID WASTE AV - ACID VENT 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW - - - - - - - -AW= _ _ _ - - CB - CATCH BASIN CO2 - CARBON DIOXIDE CD - CONDENSATE DRAIN PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON CFH - CUBIC FEET PER HOUR DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS CA - COMPRESSED AIR CO - CLEANOUT DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. CD - ABOVE GROUND CONDENSATE DRAIN CONT - CONTINUATION 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH =CD= _ _ _ -BELOW GROUND CONDENSATE DRAIN CW DI - DOMESTIC COLD WATER - DEIONIZED WATER ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW DA - DENTAL AIR DN - DOWN WORK. DI - DEIONIZED WATER DS DWG - DOWNSPOUT - DRAWING 5. NOTIFY OWNER AT LEAST 72 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. DV -DENTAL VACUUM EXIST - EXISTING SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. °F - DEGREE HEIT SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR - DOMESTIC COLD WATER WORKING HOURS. FCO -FLOOR CLEANOUT - DOMESTIC HOT WATER FD - FLOOR DRAIN 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS -DOMESTIC HOT WATER RETURN FOF - FUEL OIL FILL NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY FOF - FUEL OIL FILL FOG FOR - FUEL OIL GAGE - FUEL OIL RETURN ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO FOG -FUEL OIL GAGE FOS - FUEL OIL SUPPLY MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL F - FUEL OIL VENT INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID FOR - FUEL OIL RETURN FS -FLOOR SINK INTERFERENCES. FOS -FUEL OIL SUPPLY G -GAS 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. GPH -GALLONS PER HOUR -FOV= _ _ _ - FUEL OIL VENT GPM - GALLONS PER MINUTE GR - KITCHEN WASTE (GREASE) 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL G -GAS HB - HOSE BIBB ROOMS OR AS SPECIFICALLY NOTED. GR - KITCHEN WASTE (GREASE) HD - HUB DRAIN MA -MEDICAL COMPRESSED AIR HW -DOMESTIC HOT WATER 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NOW HWR - DOMESTIC HOT WATER RECIRCULATING ACCESSIBLE CEILINGS. MV -MEDICAL VACUUM IE - INVERT ELEVATION NI -NITROGEN IW -INDIRECT WASTE 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND - KILOWATT FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR N20 - NITROUS OXIDE LBS E -POUNDS EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS OX -OXYGEN MA - MEDICAL AIR FOR FINAL FINISHES. S -ABOVE GROUND SANITARY MV - MEDICAL VACUUM 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS. SEE ARCHITECTURAL DRAWINGS MH -MANHOLE FOR DETAILS. =S= _ _ _ _ -BELOW GROUND SANITARY NI - NITROGEN SANITARY VENT N20 NC - NITROUS OXIDE - NORMALLY CLOSED 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS ST -ABOVE GROUND STORM NIC - NOT IN CONTRACT WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. =ST= _ _ _ _ - BELOW GROUND STORM NO NP - NORMALLY OPEN - NON -POTABLE WATER 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE STO - OVERFLOW STORM DRAIN NTS - NOT TO SCALE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. =STO= _ _ _ - BELOW GROUND OVERFLOW STORM OD OX - OUTSIDE DIAMETER -OXYGEN 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. = SW-= - SOFT COLD WATER PRV - PRESSURE REDUCING VALVE 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. M - WATER METER PSI - POUNDS PER SQUARE INCH ii--C - - - PVC - POLYVINYL CHLORIDE PIPE 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, - HOSE BIBB OR WALL HYDRANT RD - ROOF DRAIN DEVICES, APPLIANCES AND APPARATUS. RPBP - REDUCED PRESSURE BACKFLOW PREVENTO COI - - CLEAN OUT PLUG S - SANITARY SF SQUARE FEET 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. CO I i - WALL CLEANOUT - - CO I - WALL CLEANOUT SH ST - SHEET - STORM 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED. CO - FLOOR CLEAN OUT STO SW - OVERFLOW STORM DRAIN - SOFT COLD WATER 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL V -VENT CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. FD OC FD OC - FLOOR DRAIN VC -VACUUM CLEANING (0-N ROOF DRAIN VTR -VENT THRU ROOF 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET -� - WCO - WALL CLEANOUT FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. FS M FLOOR SINK WTR -WATER 21. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, -SHUT-OFF VALVE IN VALVE BOX ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE- CODES AND STANDARDS - SHUTOFF VALVE ROUTED AT NO ADDITIONAL COST. �d�- -BALL VALVE 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER - CALIBRATED BALANCING VALVE DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. -1- - CHECK VALVE (SWING) FLORIDA BUILDING CODE 6TH EDITION - 2017 EDITION - PRESSURE REDUCING VALVE NFPA #99, HEALTHCARE FACILITIES CODE - 2015 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL EDITION. CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, - SOLENOID OPERATED VALVE GUIDELINES FOR DESIGN AND CONSTRUCTION. TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY -per -REDUCED PRESSURE BACKFLOW PREVENTER FLORIDA HEALTHCARE FACILITIES - 2014 EDITION. THIS CONTRACTOR OR FURNISHED BY OTHERS. RELIEF OR SAFETY VALVE • ALL LOCAL CODES - LATEST EDITION. 24. PROVIDE CERTIFIED COPY OF MEDICAL GAS TEST REPORT AT FINAL A.H.C.A. INSPECTION. -- -01�- - GAS COCK -cam- - GAS PRESSURE REGULATOR PLUMBING DRAWING INDEX I-C - SHUTOFF VALVE ON RISER SHEET DESCRIPTION ISSUED I G - GAS COCK ON RISER P001 GENERAL INFORMATION - PLUMBING Yes r. am- -CONNECTION, TOP PD101 LEVEL 1 DEMOLITION PLAN - PHASE 1 - GRAVITY Yes l PD102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - GRAVITY Yes 7 -CONNECTION, BOTTOM PD103 LEVEL 1 DEMOLITION PLAN - PHASE 3 - GRAVITY Yes PD201 LEVEL 1 DEMOLITION PLAN - PHASE 1 - PRESSURE Yes C - ELBOW, TURNED DOWN 0 - ELBOW, TURNED UP Al PD202 LEVEL 1 DEMOLITION PLAN - PHASE 2 - PRESSURE Yes PD203 LEVEL 1 DEMOLITION PLAN - PHASE 3 - PRESSURE Yes - TEE, TURNED UP P101 LEVEL 1 RENOVATION PLAN - PHASE 1 - GRAVITY Yes - TEE, TURNED DOWN Q P102 LEVEL 1 RENOVATION PLAN - PHASE 2 - GRAVITY Yes P103 LEVEL 1 RENOVATION PLAN - PHASE 3 - GRAVITY Yes C -CAP P201 LEVEL 1 RENOVATION PLAN - PHASE 1 - PRESSURE Yes - DIRECTION OF FLOW Al P202 LEVEL 1 RENOVATION PLAN - PHASE 2 - PRESSURE Yes P203 LEVEL 1 RENOVATION PLAN - PHASE 3 - PRESSURE Yes AP-XX -ALARM PANEL P301 PLUMBING DETAILS Yes MAP-XX - MASTER ALARM PANEL P401 PLUMBING RISER DIAGRAM Yes 11 I� MGO-XX - MEDICAL GAS OUTLET P402 PLUMBING RISER DIAGRAM Yes III MGV-XX - MEDICAL GAS VALVE BOX �-- o - CONNECT TO EXISTING Q O - DEMOLISH TO POINT INDICATED 1Q - REVISION REFERENCE 1 - DETAIL REFERENCE: TOP -DETAIL#, P2.01 BOTTOM -DRAWING# SHOWN ON NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * G8238 &:-T LC ENGINEERING SOLUTIONS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 `%*0 `E E 1jo&, • ��� �O . • G'E N • . d' '• �.'• No 71576 A CIA :-33' STATE OF '44/Z . • v i0'n' 'o P '• ��� .� �'•. O Ft O, •' • C? o c S �� Nd, ��1�`� M a N Aaron JohrisdH O'TL ENGDNEEERINGSOLUTONS CFU5 Date'. 2020.07. 2310,07.50-04'00' Q O U H z W J c.� a Q REVISIONS NO. DESCRIPTION DATE 1 REVISION NO. 1 06/15/2020 2 ADDENDUM NO.1 07/17/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H. INC. SHEET TITLE: GENERAL INFORMATION - PLUMBING SHEET ID: Pool PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. BASIS OF DESIGN MARLO - MAT-120M-1-1/2 HW TWIN ALTERNATINGNVATER METER/DEMAND 6 3 4 5 5 AREA OF WORK •--i_._ _a ll-_ 1 FECM li LOC i r - I i REF BAKERY PjE-7LHJ OPEN AIR BREEZEWAY ELECTRICAL IA r 1 1 1 AREA OF WORK •--� 1 1 1 1 1 1 1 1 1 1 1 i 1 i MECHANICAL I MECHANICAL FREEZER OPEN AIR BREEZEWAY r' DIETARY SERVICES SUPERVISOR FE--Ih-----------------'—� 71 --- - -_—� 1�-- _ — { T` _l i 1 U� IIII { I 1 - 1,k 1 DIET ' 1 I ,, — - I X I � ad I s------ IJ i o v I I � III r� _ PASSAGE TOILET F— I IXI LLJ DI HW/�SH I" 1 i 1 ROOM ! / FT 1 l 1 OFFICE �,_ OFFICE ` �1 i GENERAL DEMOLITION NOTE: :=rl�—_�L__ ALL EXISTING UNDER SLAB PIPING TO BE DEMOLISHED _TOILET� i N 1 ll I ALL EXISTING PLUMBING FIXTURES TO BE REMOVED. 1�!L Q I �I I� CAP VENT PIPE ABOVE THE CEILING FOR FUTURE USE. �—� s�---- _ —! A it lEl CONTR. I ` -� 1 —1 OMEN R.R. � LrJ H � ANTE WMEN R.R.1 ILj I� �� �� /�� ROOKOFFICE '� II b ��---------------------------- — CORRIDOR CONTRACTOR ACCES M 1 LEVEL 1 DEMOLITION - PHASE 1 - GRAVITY - OVERALL SCALE: 1/8'' = 1'-0'' CD N DEMOLITION NOTES - GRAVITY 1 UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW AS -BUILT RECORDS AND LIMITED FIELD INVESTIGATIONS. UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. CONTRACTOR TO FIELD VERIFY PIPING RISER LOCATIONS, ROUTING, AND SIZES PRIOR TO BIDDING AND CONSTRUCTION. 2 THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL PLUMBING WITHIN THE PROJECT AREA. SEE THE P-SERIES OF THE ORIGINAL 1998 CONSTRUCTION DRAWING FOR REFERENCE TO APPROXIMATE QUANTITIES OF MATERIALS TO BE DEMOLISHED. IT IS INTENDED TO PROVIDE GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THE P-SERIES OF THE ORIGINAL 1998 CONSTRUCTION DRAWINGS OR THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PROVIDE ALL REQUIRE DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 3. ALL ITEMS REMOVE UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. 4. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT. PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 5. COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW WORK PIPING CONNECTING TO AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT BE DISCONNECTED UNTIL AFTER NEW PIPING IS INSTALLED. 6. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 7. EXISTING ROOF DRAINS AND RAIN WATER LEADER PIPING TO REMAIN UNLESS OTHERWISE NOTED, FIELD VERIFY ROUTING OF EXISTING PIPING LOCATED IN WALL TO BE REMOVED SHALL BE REROUTED OVER HEAD TO A NEW WALL LOCATION AND RECONNECTED TO THE UNDERGROUND STORM. 8. CUT & PATCH CEILING, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. 9. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS LOCATED BELOW THE FLOOR SLAB OR WALL CHASE UNLESS NOTED OTHERWISE OFFSET ALL EXISTING SANITARY AND VENT RISERS FROM FLOOR ABOVE TO WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT LOCATION AND PROVIDE REQUIRED OFFSET TO FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE FLOORS ABOVE AND BELOW. 10. ALL SANITARY VENT (V), STORM (ST), AND STORM OVERFLOW (STO) AND CONDENSATE DRAIN PIPING INDICATED ON THIS DRAWING IS LOCATED ABOVE SLAB IN WALL CHASE. CEILING SPACE OR EXPOSED IN MECHANICAL ROOMS UNLESS NOTED OTHERWISE. R S&H 1715 N. Westshore Blvd., Suite 600 Tampa- Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.coni FL Cert, Nos. AAC001886 ` IB26000956 5620' LCC000210' GB238 jhhb.—T LC ENGINEERING S O L U T I O N 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 wvvw tic-engineers.conn COA 15 Copyright 2019 TLC Engineering Solutions. Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 �% \_E E JOy ,� = No 71576 S STATE OF �� • 44/: coO �r O R o 00 Aaron Jo�fi�or}�,��t.,o,paE° w 0 O U H Z W_ J U a U 2 a REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DESIGNED BY: - BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 1 - GRAVITY SHEET ID: PD101 PROJECT STATUS: CONSTRUCTION DOCUMENTS expressed written consent of this corporation is prohibited. All rights reserved. 4 5 2 3 I I 4 5 C C N. A Ruse SEIIIVERY ill 1- $2 1 U) i 1 1 1 �I 1 e 1 1 � 1 I I e I ( i � I i e EXIST 4"GR i�l% L— GENERAL NOTE: I( II DTR/ THERE IS NO DEMOLITION IN THIS AREA/PHASE. TO BE PERFORME[ 2I,1 M Q \ — LL I EXIST TV -. f I �I II I; i! FE I LEVEL 1 DEMOLITION - PHASE 2 - GRAVITY - RETAIL SCALE: 1/4" = 1'-0" 1:709 iif I STAIR�G�'�- i I % i ELEC. FE 0 TEMP. STORAGE _1 = El OPEN AIR BREEZEWAY f ' ' 1 iI I li U I� �I �I I� j .I II II OFFICE 1 _ A 3 L—_J , �. GENERAL NOTE: I THERE IS NO DEMOLITION TO BE PERFORMED IN THIS AREA/PHASE. MECHANICAL e FREEZERS OFFICE LEVEL 1 DEMOLITION - PHASE 2 - GRAVITY- STORAGE SCALE: 1/4" = 1'-0" N I Il n n - EVSIJ-- EXIST 2"GR FEC II ] DISH WASH ii EI �, GENERAL NOTE v 1 THERE IS NO DEMOLITION TO BE PERFORMED IN THIS AREA/PHASE. w � EXISTING SINK TO REMAIN J BAKERY L; I 1 L. J F d it 1 ( I � -- I 1� 1 ` r e _ _ 1 I DRY ST' DEMOLITION NOTES - GRAVITY 1. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW AS -BUILT RECORDS AND LIMITED FIELD INVESTIGATIONS. UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. CONTRACTOR TO FIELD VERIFY PIPING RISER LOCATIONS, ROUTING, AND SIZES PRIOR TO BIDDING AND CONSTRUCTION. 2. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL PLUMBING WITHIN THE PROJECT AREA. SEE THE P-SERIES OF THE ORIGINAL 1998 CONSTRUCTION DRAWING FOR REFERENCE TO APPROXIMATE QUANTITIES OF MATERIALS TO BE DEMOLISHED. IT IS INTENDED TO PROVIDE GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THE P-SERIES OF THE ORIGINAL 1998 CONSTRUCTION DRAWINGS OR THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PROVIDE ALL REQUIRE DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 3. ALL ITEMS REMOVE UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. 4. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 5. COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW WORK PIPING CONNECTING TO AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT BE DISCONNECTED UNTIL AFTER NEW PIPING IS INSTALLED. 6. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 7. EXISTING ROOF DRAINS AND RAIN WATER LEADER PIPING TO REMAIN UNLESS OTHERWISE NOTED. FIELD VERIFY ROUTING OF EXISTING PIPING LOCATED IN WALL TO BE REMOVED SHALL BE REROUTED OVER HEAD TO A NEW WALL LOCATION AND RECONNECTED TO THE UNDERGROUND STORM. 8. CUT & PATCH CEILING, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. 9. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS LOCATED BELOW THE FLOOR SLAB OR WALL CHASE UNLESS NOTED OTHERWISE. OFFSET ALL EXISTING SANITARY AND VENT RISERS FROM FLOOR ABOVE TO WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT LOCATION AND PROVIDE REQUIRED OFFSET TO FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE FLOORS ABOVE AND BELOW. 10. ALL SANITARY VENT (V), STORM (ST), AND STORM OVERFLOW (STO) AND CONDENSATE DRAIN PIPING INDICATED ON THIS DRAWING IS LOCATED ABOVE SLAB IN WALL CHASE, CEILING SPACE OR EXPOSED IN MECHANICAL ROOMS UNLESS NOTED OTHERWISE. i� LEVEL 1 DEMOLITION PHASE 2 - GRAVITY - TEMP KITCHEN SCALE: 1/4" = l'-0" : 1 : i 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLC ENGINEERING :- v L l.J 11 U ['l ,, 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions. Inc. TLC Project No.: 119333 r � rPFATE PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 17050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 ````ittir,n iriiii/� , \-E E •`% N JOti Q.O. •' G•E N,3 �S lee 2 No 71 576 M 04 STATE OF '441 cm CD Aaron Jo�ffsonl.10+!' w 0 0 CU H Z w J 0 a V 2 a REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 2 - GRAVITY SHEET ID: PD102 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H. Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. I! 3 4 5 2 4 5 FBI 10 4 a c� LD N 0 N O N 6> qft�,=,Inm ------------------------ --� ------- ------- II II it II r II !1 II II II � '! I REF II REF II FREEZERS II II 1 1 WALK-IN I I WALK-IN I I I I I I I (� FREEZER REFRIGERA1 R I I I ! II II If II II II it II !I II II II li II II F —1 II I III I I !i i i II I I II I LZ-------------------- �I I I III II I I�---��- _._� I L_ J f--- --—T--------I I I I I -- I i I --- I - �..�..� r —� �-„ � -- �-� I ICI I� III III I I I i I III I �-----� i L — —— — III _ CONI�t.L� --�J —.a — — —----- —, ( `;, , \ ROOM —I DIETARY SERVICES GENERAL DEMOLITION NOTE: ALL EXISTING UNDER SLAB PIPING TO BE DEMOLISHED, ALL EXISTING PLUMBING FIXTURES TO L — —) BE REMOVED. CAP VENT PIPE ABOVE THE CEILING FOR FUTURE USE. LE: --- I JL - --t-t, '=; — I >. — ��UPER'JISnR — II / I I-----------� ,lil r I I r- ill I /x\ r _l I I I I I I I I I ! i-__-__--__-__-- r PASSAGE DIET TOILET EVEL 1 DEMOLITION - PHASE 3 - GRAVITY - MAIN KITCHEN SCALE- 114" = 1'-0" UPERVISOR'S OFFICE OPEN AIR BREEZEWAY LEVEL 1 DEMOLITION - PHASE 3 - GRAVITY - WALK IN COMPRESSOR LOCATIONS SCALE- 1/4" = V-0" NEW SHEET 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 ` IB26000956 5620 ' LCC000210 ' GB238 , TLC ENGINEERING S O L U T I O N IS 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 C Copyright 2019 TLC Engineering Solutions. Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 LEE +j .�� pN . • ��/ti'' ��� P•'�.�0•E•NSF•'s0'. .• 2 No 71 576 :�•� STATE OF •41J cc Aaron Jofiflson i,'i ro � F ° ° N D• 20-22 17 15wm LU 0 �ssh o U z w J U Q U 2 Q REVISIONS N0. DESCRIPTION DATE—] 11 1 REVISION No. 1 06/15/2020 f DATE ISSUED: 03/20/2020 REVIEWED BY: Checker DRAWN BY: Author DESIGNED BY: Designer PROJECT NUMBER: 504- 0226- 000 C 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 3 - GRAVITY SHEET ID: Ai PD1 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS L Copyright C 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 7 4 5 2 3 4 Al 9 K��U���UUUK�0���0U������������ ���U�8���UUU��U�U���U�� �U�������� A FE LOCKER BAKERY rj EXIST 2"HWR EXIST 4"HW EXIST 1"CVV EXIST 1 CAR WAS OF JE cli � m 1�� «» ' �n |� OPEN AIR BREEZEWAY '' | |� K "=,,°. y x|| .41 STAIR "C" � ! " n | :l-j ! ���� i / U | �� | " / | X I X }X I I X | I X I | X, c ' . AREA OF Wonx 0 1 STORAGE IE OFFICE EXIST 2"HWR | �—�—�rrE'XIST 4"HW:w.— | n n || ovcn^cp|| MECHANICAL | U !! MECHANICAL '"o \ REF LJ L J ED I tj D ETARY SERVICES Eli E FREEZERS � x» U0 | x � | .1/ 0 /U 11 / nU »x _ 5) 'U DIET � 'I X I | L —1 T�! � ---- � �I i-1 | N --/-- � TOILET | ' ''U ^ � OFFICE OFFICE TOILET | | � � p | N �� / JF | � ' � ^ 'avnn / � � . MEN R.R. OFFICE /| ' .' � ^~'�-�-�- CORRIDOR CONTRACTOR ACCESS LEVEL � DEMOLITION PHASE ��~ � ��������U��7� OVERALL �\��~�� � U U | �~ ����� | i ��~|V|� �| � | |� ]\�� � �°�7�����~ | — PRESSURE ~ � �\��~����| U \ ^~��"�~~� . ~~��...~~~�. . ..~.. . , .. ..~~� . . . .�~~~~.~.. ^�~ .— ^ �~^ ~ `~~�� SCALE- 1/8' = 1'-0'' C0Rn|oD` LEVEL 4 DEMOLITION PHASE � PRESSURE ��U�M��,���0� [ [— \��~| | � J�~|V|� J| | y |l �|»J � ���l����7~ | — �°���~����� ����~ ~ Y �U��F7��� �� ��V| ����`���� ' ����'^'�~��' ' '��'^ ' ' � "���� ' ' ^ `��������^ ^�� DISHROOM, ^�~��^^' SCALE: 1/4''=1-0' UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW AS -BUILT RECORDS AND LIMITED FIELD INVESTIGATIONS. UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT 8EFIELD LOCATED EXACTLY AS SHOWN [)NDRAWINGS. CONTRACTOR TDFIELD VERIFY PIPING RISER LOCATIONS, ROUTING, AND SIZES PRIOR TOBIDDING AND CONSTRUCTION. THE DEMOLITION PLAN |SNOT INCLUSIVE OFALL PLUMBING WITHIN THE PROJECT AREA. |T|SINTENDED TOPROVIDE GENERAL KNOWLEDGE OFTHE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES ORCONDITIONS NOT SHOWN ONTHIS PLAN SHALL BEBROUGHT TOTHE ATTENTION OFTHE ENGINEER. PROVIDE ALL REQUIRE DEMOLITION WHETHER SHOWN {}NTHE PLANS OF|NOT. ALL ITEMS REMOVE UNDER THIS PROJECT SHALL BEDISPOSED OFORTURNED OVER TOTHE OWNER ATTHE OWNER'S DISCRETION. UNLESS OTHERWISE NOTED ORINDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES |NTHE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR T0BID TDDETERMINE ALL REQUIRED DEMOLITION. COORDINATE DEMOLITION OFEXISTING PIPING WITH NEW WORK PIPING CONNECTING TOAREAS OUTSIDE OFRENOVATED SPACE SHALL NOT BEDISCONNECTED UNTIL AFTER NEW PIPING |S|NSTALLED. CARE MUST BETAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL ORFOOTING BELOW |SNOT TO8E DESTROYED. CUT & PATCH CEILING. WALLS AND FLOOR SLAB ASREQUIRED TOFACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE ORWALL SPACES UNLESS NOTED nTHFRvvmF F|F|nvinFFnRFcnl|rTmm D O 8 18 SCALE 1V8"=1�3" SHEETID� m Copyright Oc2O18,This drawing isoninstrument ofservice and property ofRS&H.Inc. Any use mreproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 4 1 2 3 L\ 4 5 C B v 0 C Z11 co m J a 0 Y N S M A A co co m U O J N fY U !I i GENERAL NOTE: ®® THERE IS NO DEMOLITION WORK TO BE PERFORMED — i — — — IN THIS AREA/PHASE. 1 I TL—i II I alb I� r 1 1 O M -®- L=lil Q I I _ r_r ill - _1 - } I I 4 i IA U I STAIRS ELEC. FE _ & A\ TEMP. STORAGE EXIST2"HWR C' Ian yr�S �1TR �' d a h?E Sri I,L "'; �- h , ffi�.. I � � i MECHANICAL I I —� EXIST 1/2"CW REF II FREEZERS DISHWASH ROOM LEVEL 1 DEMOLITION - PHASE 2 - PRESSURE - RETAIL SCALE: 1/4" = 1'-0" - -I I I I F -- ! 1 '!.II I OFFICE _I d U) w w 1 1 i y LJ 4 i - - kqlmw�!;—.— a gee I GENERAL NOTE: I THERE IS NO DEMOLITION WORK TO BE PERFORMED IN THIS AREA/PHASE. F - I -' PASSAGE I LEVEL 1 DEMOLITION - PHASE 2 - PRESSURE - STORAGE SCALE: 1/4" = 1'-0" AREA OF WORK -- -► -- T DEMOLITION NOTES - PRESSURE 1. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW AS -BUILT RECORDS AND LIMITED FIELD INVESTIGATIONS. UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. CONTRACTOR TO FIELD VERIFY PIPING RISER LOCATIONS, ROUTING, AND SIZES PRIOR TO BIDDING AND CONSTRUCTION. 2. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL PLUMBING WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE 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. PROVIDE ALL REQUIRE DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 3. ALL ITEMS REMOVE UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. 4. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 5. COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW WORK PIPING CONNECTING TO AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT BE DISCONNECTED UNTIL AFTER NEW PIPING IS INSTALLED. 6. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 7. CUT & PATCH CEILING, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. 8. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. - II I EVS =EXIST 1"HW— _= - EXIST 3/4"HW= == ==EXIST 2"CW=== EXIST 2"CW =_ \ TEMP POT/ _JFEC / DISH WASH _ -= GENERAL NOTE: —_ THERE IS NO DEMOLITION WORK TO BE PERFORMED IN THIS AREA/PHASE. EXISTING SINK TO REMAIN I I BAKERY � _— EXIST2'HWR EXIST 4 HW--_ —_ EXIST 1'CW I ~>< �1,L� i i III' a � 1 I LEVEL_1 DEMOLITION - PHASE 2 - PRESSURE - TEMP KITCHEN 3 SCALE: 1/4" _ -0" 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www,rsandh.com FL Cert. Nos. AAC001886 ` IB26000956 5620 " L00000210 " G8238 'TLC ENGINEERING SO LUTI O N 0 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 a`,`v►►► a ��io����' _E E JC A71 i ; ' Q • "CENs�c••Sp�'� QQ • No 71576 •44/,- �1 STATE OF lo cc .� `' O N'X,'' Aaron Johfisonr<��r�o�s�"�;°°����� M C ? 2C.U6221)- O4 w 0 O U z _w J U a U 2 a REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 2 - PRESSURE SHEET ID: PD202 u,. Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 6 PROJECT STATUS: CONSTRUCTION DOCUMENTS 9 C B A a co N O co N N O N m 1 1 2 - # , ------------------------ ----� ------ ------ T T T 1 II II ;; II II II � 1 II REF II �1 F' II FREEZERS II II WALK-IN N WALK-IN I I FREEZER I co (N N REFRIGERAI R I I I I I II II w w w II II II t II � II Il II II 1 II li II II II � 1 II -- II II I .�.— I I F I I '� II -1 I I I I F I I rT — I I FE i e XI I IL r -EXIST 1"CW -_ = _ _ _� L- -J _y -EXIST 1"HW III r-- II--T--------, F_ 1rr ---- � M— I J) _--- ---- —fl�l II li L ___ __ -l_ __ .___ — _ — — __ GENERAL DEMOLITION NOTE: ii / \ R00y (( II ALL EXISTING PLUMBING FIXTURES TO BE REMOVED. CAP COLD AND HOT II II WATER PIPES ABOVE THE CEILING FOR FUTURE USE. II DIE ARY S �— ii I I I I it I I I -- ` 1 _ I- _ r —� _ I _ i, �I / I LAI -W,&A n T w w I ! II I rMoomkic LEVEL 1 DEMOLITION - PHASE 3 - PRESSURE - MAIN KITCHEN SCALE- 114" = 1'-0" 3 i�-1I I\ /III I I �I I /X\ III I I I I� /I L J X �r SUPERVISOR'S OFFICE It h L IL !TII TRAY LINE j F� \ (_ L— I II >< l 11 OFFICE OFFICE I 1 4 5 RSS)f 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax904-256-2503 www.rsandh.com OPEN AIR BREEZEWAY FL Cert. Nos. AAC001886 ` IB26000956 5620 ` LCC000210 * GB238 Air. -TLC I I I I ii ENGINEERING 50LU-1 10N`. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 (( STAIR "C" P 407.841.9050 vwvw.tic-engineers.com F COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 11 PROJECT TITLE: I gE �� 5�r1� r� �Pii1"ti� � 'll �°'10w!� tlli I �;¢S °Y.°f+VF I: F� s �✓r1 r46.,�, � @ �!{5 r6#u t I ( I x I — T € N III' rl ,N I€ W — U II U (( a _ ELEC. KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS Z--~� PROJECT ADDRESS: ELECTRICAL 7050 Gall Blvd. Ze h rhills, FL 33541 p Y I ! I I III III ENGINEERING / III GENERAL NOTE: 1 I i 1Fit THERE IS NO DEMOLITION WORK TO BE PERFORMED Aaron Lee Johnson, P.E. IN THIs AREAIPHASE. Florida License #71576 II\J`III �SEEj EXIST2"HWRGENS�•'SO`fC----� i i �• No 71576 •2 iN1ECHANICAL ><:Z� STATE OF44, I 1 II hI 14++,I��}'ll�lfl' a') �,',m �. �; ��i��� • O R �� O EXIST 4"HW -- l`S/0 N N i - -- Aaron Jo f-i*o { 1 1 (( � rrtt t 1 II - - -. ' o 1 it _. _ 0 II L 1 ~ z �•���w����������map II REF WALK-IN i FREEZER EAST 1/2 CVV REVISIONS —rl----- -I r ------ ------ NO. DESCRIPTION_ DATE H 1 REVISION No. 1 06/15/2020 i t I I I I REF FREEZERS — WALK-IN - - REFRIGERATOR LEVEL 1 DEMOLITION - PHASE 3 - PRESSURE - WALK IN COMPRESSOR LOCATIONS SCALE- 1/4" = V-0" T NEW SHEET DATE ISSUED: 03/20/2020 REVIEWED BY: Checker DRAWN BY: Author DESIGNED BY: Designer PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 3 - PRESSURE SHEET ID: PD203 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 9 1 1 2 FA 3 4 5 GENERAL NOTES -GRAVITY I C 0 A i —.- J EXIST 4"GR 1 1 r RETAIL s IN 11000 II I I �j LEVEL 1 RENOVATION - PHASE 1 - GRAVITY- OVERALL 3" V STACK UP TO FLOOR ABOVE, II N _4 GR— _ ==2"V==== II t i h, II �I CAPPED FOR FUTURE 4"G R "GR CAPPED FOR FUTURE _ = 2"V= _ _� 6„S o— EXISTING 4" S STACK DOWN U FROM ABOVE. — — � I 6S = _, , c 2"V= EXIST 2"V I' II I�6S II 4'l 4"GR 4"GR= 4"FS 1 j I I \ i 7jJ i, -1 EXISTING 8" S - EXISTING 8" S 6 LEVEL 1 RENOVATION - PHASE 1 - GRAVITY - DISHROOM 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 2. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS LOCATED BELOW THE FLOOR SLAB OR WALL CHASE UNLESS NOTED OTHERWISE. OFFSET ALL EXISTING SANITARY AND VENT RISERS FROM FLOOR ABOVE TO WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT LOCATION AND PROVIDE REQUIRED OFFSET TO FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE FLOORS ABOVE AND BELOW. 3. ALL SANITARY VENT (V), STORM (ST), AND STORM OVERFLOW (STO) AND CONDENSATE DRAIN PIPING INDICATED ON THIS DRAWING IS LOCATED ABOVE SLAB IN WALL CHASE, CEILING SPACE OR EXPOSED IN MECHANICAL ROOMS UNLESS NOTED OTHERWISE. 4. PIPING IS SHOWN OFFSET FOR CLARITY. COORDINATE WITH HVAC AND ELECTRICAL CONTRACTORS AND PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO AVOID CONFLICTS WITH OTHER TRADES. 5. PROVIDE WALL CLEANOUTS AT THE BASE OF EACH SANITARY, STORM, STORM OVERFLOW RISER (CLEANOUTS NOT SHOWN IN ALL CASES FOR DRAWING CLARITY). 6. COORDINATE ALL PIPING FLOOR PENETRATIONS WITH STRUCTURAL DRAWINGS, SLEEVE ALL BEAM PENETRATIONS. 7. FOR LAYOUT AND SIZING OF SANITARY AND VET PIPING SEE SANITARY RISER DIAGRAM. 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 ` IB26000956 5620 ` LCC000210' GB238 TLC ENGINEERING 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 %%�0� LEE .. %y� No 71576 c'M • O'. STATE OF :� m v Aaron Jn oxie. z-' o1 ez n 1„_3 a o0 w 0 O U F Z W J U Q U a REVISIONS NO, DESCRIPTION DATE 1 REVISION No. 1 06/15/2020 I j DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 - GRAVITY SHEET ID: Pi 01 % SCALE: 1/8" = 1'-0" ----------------------------- Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 expressed written consent of this corporation is prohibited. All rights reserved. SCALE: 1/4" =1'-0" 3 4 5 PROJECT STATUS: CONSTRUCTION DOCUMENTS M N O C' O O O M N W 0 O 0 H Z W_ J U Q 0 2 Q expressed written consent of this corporation is prohibited. All rights reserved. v U expressed written consent of this corporation is prohibited. All rights reserved. CO) N V— O O O O M N W 0 0 U H Z W J U Q U 2 Q 1 N An Cl 4 5 I C 0 A EXIST 1/2"CW ti- UJ ��W_ �' U V CN U) :n - W W ;I EXIST2"HWR EXIST4"HW EXIST 1"CW' _- a I� n L-------------------------------------- LEVEL 1 RENOVATION - PHASE 1 - PRESSURE - OVERALL = U--- LZ h hll c C — 1 /2"( —_ — 1/2"( —_ _..... 3/41 ===3/4"HW== == ii n _ � N _ co M N U) U) W W W W :I II �I = I I -A,r-- 1/2"CW it u it II WATER SOFTENER (WS-1) II II I= -�F-11 L /2"HW /2"CW v ii II Ii ii LEVEL 1 RENOVATION -PHASE 1 -PRESSURE - DISHROOM GENERAL NOTES -PRESSURE 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 2. OFFSET ALL DOMESTIC WATER PIPING THROUGH THE CEILING SPACE OR WALL SPACE UNLESS NOTED OTHERWISE. PROVIDE SHUT OFF VALVE AND WATER HAMMER ARRESTORS AT EACH SUPPLY DROP TO PLUMBING FIXTURE OR GROUP OF FIXTURES. 3. PIPING IS SHOWN OFFSET FOR DRAWING CLARITY. COORDINATE WITH HVAC AND ELECTRICAL CONTRACTORS AND PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO AVOID CONFLICTS WITH OTHER TRADES. 4. PROVIDE A CHECK VALVE AND BALANCING VALVE INSTALLED AT AN ACCESSIBLE LOCATION NEAR THE JUNCTION OF THE HOT WATER RETURN MAIN. PROVIDE A MANUAL AIR VENT FOR EACH SECTION OF HOT WATER RETURN AT THE HIGHEST POINT OF THE PIPE. BALANCE THE HOT WATER RETURN SYSTEM. 5. A CERTIFIED TEST AND BALANCING AGENCY SHALL PERFORM THE BALANCING AND ADJUSTMENTS TO THE HOT WATER RETURN SYSTEM 6. COORDINATE ALL PLUMBING CONNECTIONS WITH EQUIPMENT/FIXTURE SUPPLIED. COORDINATE EQUIPMENT ACCESSORIES AND SERVICE AREA WITH EQUIPMENT VENDOR. 7. COORDINATE LOCATION OF ALL VALVES ABOVE THE CEILING TO ENSURE THAT ALL VALVES ARE READILY ACCESSIBLE. PROVIDE ACCESS PANELS AS NEEDED. COORDINATE WITH ALL OTHER TRADES. 8. PROVIDE ALL HARDWARE, VALVES AND FITTINGS FOR A COMPLETE INSTALLATION OF THE PLUMBING EQUIPMENT. 9. PROVIDE STOP VALVES UNDER THE COUNTER OR IN THE WALL FOR EACH PLUMBING EQUIPMENT. 10. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE. FIELD VERIFY BEFORE CONSTRUCTION. RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www,rsandh.com FL Cert. Nos. AA0001886*IB26000956 5620 * LCC000210 * G8238 TLC ENGINEERING 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407,841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 M CATI E. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 E ,JO 11�. Off•. yti• No 71 576 • 2 STATE OF i ��iF•�OR�O, Aaron Job ffsonrt.irt REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 - PRESSURE SHEET ID: P201 SCALE: 1/8" = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 SCALE: 114'' = 1'-0" 3 �I 5 1 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 5 GENERALNOTES- PRESSURE C C 0 A RELOCATED GAS METER AND REGULATOR. 1"G Cl) x w I I EXIST 112"CW I I I I nI C GAS PIPE TO BE INSTALLED ON THE EXTERIOR FACE OF THE WALL AND TO RISE AND CONNECT INTO EXISTING GAS PIPING HERE. A EXIST 1/2"CW �— I ! !I I I ! II I I ! II SERVE Y i I 011 1- 102 I� II l ! II ii II (I II ! M N Cn (/_ co W LU W EXIST 1/2 CW....... i 3/4" CW i t I I 1 it I 3/4" CW °- II ! 3l4" G (120 MBTU) ! I: I, 1l2"CW I I II 1 ROUTE 3/4" NG PIPING DOWN IN REF 3/4" G 1 "G �r�u�s��tw®sr®�s�`rsal® I N N = c) __J N N N I r r NK BY OTHERS d `.L�..e EXIST 1 1/2"CW WALL BELOW SLAB TO NEW GRIDDLE =EXIST 2"HW -EXIST 3/4"HWR — EXIST 1"G DISHWASH ROOM ! s 7i I P�H =XIST 2"HWR= PREP -- EXIST 4"HW--- ---__- EXIST 1 "CW-= _ 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 2. OFFSET ALL DOMESTIC WATER PIPING THROUGH THE CEILING SPACE OR WALL SPACE UNLESS NOTED OTHERWISE. PROVIDE SHUT OFF VALVE AND WATER HAMMER ARRESTORS AT EACH SUPPLY DROP TO PLUMBING FIXTURE OR GROUP OF FIXTURES. 3. PIPING IS SHOWN OFFSET FOR DRAWING CLARITY. COORDINATE WITH HVAC AND ELECTRICAL CONTRACTORS AND PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO AVOID CONFLICTS WITH OTHER TRADES. 4. PROVIDE A CHECK VALVE AND BALANCING VALVE INSTALLED AT AN ACCESSIBLE LOCATION NEAR THE JUNCTION OF THE HOT WATER RETURN MAIN. PROVIDE A MANUAL AIR VENT FOR EACH SECTION OF HOT WATER RETURN AT THE HIGHEST POINT OF THE PIPE. BALANCE THE HOT WATER RETURN SYSTEM. 5. A CERTIFIED TEST AND BALANCING AGENCY SHALL PERFORM THE BALANCING AND ADJUSTMENTS TO THE HOT WATER RETURN SYSTEM 6. COORDINATE ALL PLUMBING CONNECTIONS WITH EQUIPMENT/FIXTURE SUPPLIED. COORDINATE EQUIPMENT ACCESSORIES AND SERVICE AREA WITH EQUIPMENT VENDOR. 7. COORDINATE LOCATION OF ALL VALVES ABOVE THE CEILING TO ENSURE THAT ALL VALVES ARE READILY ACCESSIBLE. PROVIDE ACCESS PANELS AS NEEDED. COORDINATE WITH ALL OTHER TRADES. 8. PROVIDE ALL HARDWARE, VALVES AND FITTINGS FOR A COMPLETE INSTALLATION OF THE PLUMBING EQUIPMENT. 9. PROVIDE STOP VALVES UNDER THE COUNTER OR IN THE WALL FOR EACH PLUMBING EQUIPMENT. 10 ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. r•�s�s� LEVEL 1 RENOVATION - PHASE 2 - PRESSURE - TEMP KITCHEN SCALE. 1/4" = 1'-0" 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620 ` LCC000210 " GB238 TLC ENGINEERING S 0 L UT I u o 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 ,,`���r,�rrrrrr�e�l� �•` Q \DENS No 71576 .L✓-ZCD �5 STATE OF c� �' . O R 1 O,.• �. d G A ,0E°:r�hrsor DiN Lii CN NA SAaron Johnson :C�NEER,N�SOUTIN, IS Date2020,07 23 10:0& 1104'00' O U H Z w_ J U a U x a REVISIONS NO. DESCRIPTION DATE 1 REVISION NO. 1 06/15/2020 2 ADDENDUM NO. 1 07/17/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 2 - PRESSURE SHEET ID: P202 Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. LEVEL 1 RENOVATION - PHASE 2 - PRESSURE - RETAIL SCALE: 1/4" = 1'-0" K3 4 ,� N 5 PROJECT STATUS: CONSTRUCTION DOCUMENTS 1 1 2 1 3 I 4 5 U C B Q 2 0- EXIST 1/2"CW-- %%% x REF / V � ifREEZER LJ-- i L 1/2 CW/HW TO u HOSE REEL I{ ( { F16 x' 1/2'HWA I 1/2'CW r �.T1l2'CW112"HW—� _ - I -I EXIST 1"CW =�I= I EXIST 2 1/2"CW r =EXIST 1"HW =_ __ -EXIST 2"HW EXIST3/4"HWIR i I 1/2"HW -- -- r I I{ II M 1" G (278 MBTU) n � If CQ {I � -- --- � 3l4" G (120 MBTU) II u Ij DI FAIRYSERVICES If II 1 /2"CW O 3/4" G (60 MBTU) { 1 /2"HW ( { 3/4" G (44 MBTU) - mr,N (V1" G (358 MBTU) � Fw ww-1 G—1 "G= I I I {{ �. 3/4"G 3/4"G = - II 1"G {{ II 3l4"G 1/2"CW II - II �, - 1 u _ — 3/4" G (90 MBTU) {{ 1/2"CW/HWTO I I II HOSE REEL o pp I {{ - _fit-- �� � —�► � � - -- � I ! 1 i 1 II ww ({I { 1/2"HW ii i i I I 1 1 /2"CW 1 r V v { I 1/2"HW M 1/2'HW II SINK BY OTHERS ; -EXIST 1"HW ' II II 112"CW --� ..EXIST 1"CW II �jj it DISHWASH II II II I I ROOM I {{ II I {{ r tz'Z- ''_ I I r ; � � III � OO `�•� i I 11 II tI u II u II II a II u u 112"CW/HW DOWN IN WALL TO BF ROUTE 1 "NG & 3/4" NG PIPING DOWN IN WALL BELOW SLAB TO NEW/FUTURE COOKING EQUIPMENT LEVEL 1 RENOVATION - PHASE 3 - PRESSURE - MAIN KITCHEN OPEN AIR BREEZEWAY ELECTRICAL MECHANICAL GENERAL NOTES - PRESSURE 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL EQUIPMENT, PIPING, FIXTURES AND ACCESSORIES IN THE PROJECT AREA SHALL REMAIN. INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 2. OFFSET ALL DOMESTIC WATER PIPING THROUGH THE CEILING SPACE OR WALL SPACE UNLESS NOTED OTHERWISE. PROVIDE SHUT OFF VALVE AND WATER HAMMER ARRESTORS AT EACH SUPPLY DROP TO PLUMBING FIXTURE OR GROUP OF FIXTURES. 3. PIPING IS SHOWN OFFSET FOR DRAWING CLARITY. COORDINATE WITH HVAC AND ELECTRICAL CONTRACTORS AND PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO AVOID CONFLICTS WITH OTHER TRADES. 4. PROVIDE A CHECK VALVE AND BALANCING VALVE INSTALLED AT AN ACCESSIBLE LOCATION NEAR THE JUNCTION OF THE HOT WATER RETURN MAIN. PROVIDE A MANUAL AIR VENT FOR EACH SECTION OF HOT WATER RETURN AT THE HIGHEST POINT OF THE PIPE. BALANCE THE HOT WATER RETURN SYSTEM. 5. A CERTIFIED TEST AND BALANCING AGENCY SHALL PERFORM THE BALANCING AND ADJUSTMENTS TO THE HOT WATER RETURN SYSTEM 6. COORDINATE ALL PLUMBING CONNECTIONS WITH EQUIPMENT/FIXTURE SUPPLIED. COORDINATE EQUIPMENT ACCESSORIES AND SERVICE AREA WITH EQUIPMENT VENDOR. 7. COORDINATE LOCATION OF ALL VALVES ABOVE THE CEILING TO ENSURE THAT ALL VALVES ARE READILY ACCESSIBLE. PROVIDE ACCESS PANELS AS NEEDED. COORDINATE WITH ALL OTHER TRADES. 8. PROVIDE ALL HARDWARE, VALVES AND FITTINGS FOR A COMPLETE INSTALLATION OF THE PLUMBING EQUIPMENT. 9. PROVIDE STOP VALVES UNDER THE COUNTER OR IN THE WALL TAr FOR EACH PLUMBING EQUIPMENT, 10. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. M N 1 C0 II I'llII I I tl - EXIST 1/2"CW LEVEL 1 RENOVATION - PHASE 3 - PRESSURE - WALK IN COMPRESSOR LOCATIONS SCALE: 1/4" = 1'-0" ZL NEW SHEET 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620 ` LCC000210' GB238 ,TLC ENGINEERING :3 U L vI l U IN 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407,841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P. E. Florida License #71576 LEE Jpy��. C•E•Ns�•.sp . ���P.•� 1z No 71576 ��•• STATE OF '•44/ 0 cc 14T CD /O N� . Aaron J0 ffso�tr r �o S s - 0, O U F— Z _W J U Q U 2 Q REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: - ALJ DRAWN BY: BJL DESIGNED BY: - — BJL PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 3 - PRESSURE SHEET ID: Al P203 z-1 SCALE: 1 /4" = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 9 4 5 PROJECT STATUS: CONSTRUCTION DOCUMENTS 3 I 4 I 5 C 3 A g a Ln v rri Ci 0 N O N Lo N M EXISTING 3 COMPARTMENT SINK HW CW cV c> AIR GAP — FLOOR SINK - DOME WASTE STRAINER — GREASE TRAP DETAIL No Scale RESIN TANK RESIN TANK 4L CHECK BACKFLOW PREVENTER SOFT WATER HARD WATER WALLY CLOSED BYPASS VE DRIVE ASSEMBLY BRINE TANK BRINE TANK OVERFLOW PIPE BACKWASH LINE & BRINE TANK OVERFLOW TO NEAREST FLOOR DRAIN WATER SOFTENER No Scale " HOUSEKEEPING PAD System No. C-AJ-5001 (Formerly System No. 91) F Rating-1-1/2, 2 and 3 Hr. (See Item 4) T Rating - 0, 1/2, 3/4 and 1 Hr. (See Item 1a and 4) L Rating At Ambient - 2 CFM/sq.ft. L Rating At 400°F - less than 1 CFM/sq.ft. 2" VENT PIPE IN WALL TO A ABOVE THE CEILING TO 3 CONNECT INTO THE BUILDING 3 4 B VENT SYSTEM. 2 GREASE INTERCEPTOR EQUAL TO WATTS WD-15 (15 GPM, 20 SECTION A -A GALLON CAPACITY). n, System No. C-AJ-1044 (formerly system no. 319) F Rating - 2, 3 and 4 Hr (see items 2A and 4) T Rating - 0 Hr L Rating At Ambient - 2 CFM/sq It L Rating At 400 F - less than 1 CFM/sq ft AIR GAP FLOW CONTROL TO SANITARY SYSTEM SECTION A -A Floor or Wall assembly - Min. 2-1/2" thick reinforced lightweight or normal weight (100-150) pcf concrete. Wall may also be constructed of any UL Caassifed Concrete Blocks*. Max. diameter of opening is 18". See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufatureres. 1 A. Steel Sleeve - Optional, not shown) - Nom. 10" (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. Sleeve may extend a max. of 2" above top of floor or beyond either surface of wall. T Rating is 0 Hr. when sleeve is used. 2. Through Penetrants - Nom. 4" dia. (or smaller) type L (or heavier) copper pipe, nom. 12" dia. (or smaller) service weight (or heavier) cast iron soil pipe, nom. 12" dia. (or smaller) class 50 (or heavier) ductile iron pressure pipe or nom. 12" dia. (or smaller) Schedule 10 (or heavier) steel pipe centered in the opening and rigidly supported on both sides of the floor or wall assembly. 3. Pipe -Covering* - Nom. 1/2 to 2" thick hollow cylindrical heavy density (min. 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory -applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt strip tape supplied with the product. See pipe and equipment covering - Materials*(BRGU) category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification working with a Flame Spread index of 25 or less and a Smoke Developed Index of 50 or less must be used. 4. Firestop System - The details of the firestop system shall be as follows: A. Packing Material - Nom. 1" thickness of firmly packed mineral wool batt insualation used as a permanenet form. packing material to be recessed from top surface of floor or above or from both surfaces of as required to acommodate the required thickness of caulk. fill material (item b). B. Fill, Void or Cavity Material* - Caulk - Applied to fill the annular space flush with top surface of floor or sleeve or fluch with both surfaces of wall. When nom. pipe covering thickness is 2", min. thickness of caulk fill material is 2". When nom. pipe covering thickness is 1-1/2" or less, min. thickness of caulk fill material is 1". The hourly F and T Ratings of the firestop system are dependent upon the thickness of the floor or wall, the size of pipe, the thickness of pipe covering material and the size of the annular space (between the pipe covering material and the edge of the circular through opening), as shown in the following table: Min. Floor Nom. Pipe Or Wall Thickness, In. Max. Pipe Dia. Covering Thickness, In. Annular Space, In. F Rating, Hr. T Rating, Hr. 2-1/2 4 1 OR 1-1/2 1/2 TO 2-3/8 2 1 4-1/2 4 2 1/4 TO 3-5/8 2 1-1/2 2-1/2 12 1 1/2 TO 1-1/2 2 1/2 4-1/2 12 1 1/2 TO 2-3/8 3 1 2-1/2 12 1/2 1/2 TO 2-3/8 2 0 Minnesota Mining and Manufacturing Co. - Cp 25WB+. *Bearing the UL Classification Marking q WALLIFLR - CONC - PIPE/INSULATED - 2,3 HOUR No Scale 1. floor or wall assembly - lightweight or normal weight (100-150pcf) concrete. except as noted in table under item 4, min thickness of solid concrete floor or wall assembly is 4-1/2". floor may also be constructed of a min. 6" thick. ul classified hollow core precast concrete units*. when floor is constructed of hollow core precast concrete units, packing material (item 3) and caulk fill material (item 4) to be installed symmetrically on both sides of floor, flush with floor surface. wall assembly may also be constructed of any ul classified concrete blocks*. max. dia. of opening is in solid lightweight or normal weight concrete. floor is 32" max. dia. of opening in floor constructed of hollow -core precast concrete units is 7". see concrete blocks (cazt) and precast concrete units (cftv) categories in the fire resistance directory for names of manufacturers. 1A. steel sleeve - (optional, not shown) - max. 15" id (or smaller) schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. sleeve may extend a max. of 2" above top of floor or beyond either surface of wall. max.16" id (or smaller) min. 0.028 wall thickness (or heavier) galvanized steel sleeve cast or grouted into floor or wall assembly. sleeve may extend a max. of 1/2" beyond either surface of floor or wall. 2. through penetrants - one metallic pipe, conduit or tubing to be installed either concentric ally or eccentric ally within the firestop system. max. annular space between pipe, conduit or tubing and edge of through opening or sleeve is dependent on the parameters shown in item 4. min. annular space between pipe or conduit and edge of through opening is 0". (point contact). pipe conduit or tubing to be rigidly supported on both sides of floor or wall assembly, the following types and sizes of metallic pipes, conduits or tubing may be used: A. steel pipe - nom. 30" dia. (or smaller) schedule 10 (or heavier) steel pipe B. iron pipe - nom. 30" dia. (or smaller) cast or ductile iron pipe C. conduit - nom. 6" dia. (or smaller) rigid steel conduit D. conduit - nom. 4" dia. (or smaller) steel electrical metallic tubing E. copper tubing - nom. 8" dia. (or smaller) type I (or heavier) copper tube F. copper pipe - nom. 6" dia. (or smaller) regular (or heavier) copper pipe 3. packing material - polyethylene backer rod or nom. 1" thickness of tightly packed min.eral wool batt or glass fiber insulation firmly packed into opening as a permanent form. packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of caulk fill material (item 4). 4. fill, void or cavity material* - caulk - applied to fill the annular space flush with top surface of floor. in wall assemblies, required caulk thickness to be installed symmetrically on both sides of wall, flush with wall surface, at point contact location between penetrant and sleeve or between penetrant and concrete, a min.1/4" dia. bead of caulk shall be applied at top surface pipe conduit or tubing to be rigidly supported on both sides of floor or wall of floor and at both surfaces of wall. the hourly f ratings and the min. required caulk thickness' are dependent upon a number of parameters, as shown in the following table: min. floor nom. pipe tube or wall or conduit max. annular min. caulk f thickness, in. dia.., in. space, in. thickness, in. rating, hr. 2-1/2 1/2-12 1-3/8 1/2 2 2-1/2 1/2-12 3-1/4 1 2 4-1/2 1/2-6 1-3/8 1 /4 (A) 2 4-1/2 1/2-12 1-1/4 1/2 3 4-1/2 1 /2-20 2 1 3 4-1/2 1 /2-20 2 1 3 4-1/2 1/2-12 3-1/4 1 3 4-1/2 1/2-6 1-3/8 1 (B) 4 (A) min. 2" thickness of mineral wool batt insulation required in annular space. (B) min. 1" thickness of mineral wool batt insulation required in annular space. on both sides of floor or wall assembly. min 1" thickness of caulk to be installed flush with each surface of floor or wall assembly. minnesota mining and manufacturing co. - cp 25wb+. *bearing the ul classification marking z WALLIFLR • CONC •PIPE • 2,3,4 HOURNo Scale � 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLC ENGINE_ERI_NG S O L U T I O N S® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 N % LEE t11111111, /0 `�1111 Q, •. ��G E NSF•. :. •• 2 �.'• No 71576 *Digitally* rtQd N TKs dogm@M Asa owooc"o <4eyby❑g roI6 s'0^ed aM sea+ed by the mdvrduat _ C6 namatl. using a dates 0 J o ` Spnalure �+� awes a m., �P Q Re O daumenl are not corrwdered sepnad I't�•�} ♦ �N ,� aM waved. arq u>d spnahxe rrarst pay.1 e % O o vanfiaa any al'acbo K UN Q,1325 N toII10PIN&5-04'00' O U H Z w J CU Q t� REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: PLUMBING DETAILS SHEET ID: P301 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. c 4 5 2 a O N LO M N O N O Q O 9 expressed written consent of this corporation is prohibited. All rights reserved. 'Illy lain, It IV 11 I --I-�.�'I L_II. I'.. I - -411L_ __. _ II P 1 N^ I II '1�wI+II AI 1 1. u I 1'11 I I 1 I I I I I aTn�1l I I'PRYW"' , w � 1�_D9111+n11'1, 1 a LO M LO M N O N O N a) 4 i 5 expressed written consent of this corporation is prohibited. All rights reserved. c; N a — CO lie O O M N W G O U I— Z W _! U Q U Q 1 I 2 I 3 I 4 I 5 C A v O Q 0' U w 0 a� U Y N m A m rn 0 0 J N of A rn O CIO 0 N O N O HVAC SYMBOL LEGEND HVAC ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION -CEILING DIFFUSER, ROUND NECK F-TERMINAL UNIT, VARIABLE/CONSTANT AIR O I I (CEILING DIFFUSERS ARE 4-WAY THROW UNO) IRE DAMPER (WITH ACCESS PANEL) VOLUME WITH ELECTRIC HEAT AFD -ADJUSTABLE FREQUENCY DRIVE LID -LINEAR DIFFUSER -TERMINAL UNIT, VARIABLE/CONSTANT AIR AFF -ABOVE FINISHED FLOOR MBH -THOUSAND BTUs PER HOUR (�) ROUND DIFFUSER -FIRE & SMOKE DAMPER VOLUME WITH ELECTRIC HEAT AFR -ABOVE FINISHED ROOF MCA (WITH ACCESS PANEL) MINIMUM CIRCUIT AMPS AHU -AIR HANDLING UNIT MOCP -MAXIMUM OVER CURRENT PROTECTION CEILING RETURN -EXISTING FIRE DAMPER TO REMAIN AP -ACCESS PANEL MOD -MOTOR OPERATED CONTROL DAMPER (MOD) / -CEILING EXHAUST -TERMINAL UNIT, VARIABLEICONSTANTAlR BOP -BOTTOM OF PIPE NC -NORMALLY CLOSED -EXISTING FIRE & SMOKE DAMPER TO REMAIN VOLUME, FAN POWERED BHP -BRAKE HORSEPOWER NO -NORMALLY OPEN -CEILING DIFFUSER, RECTANGULAR OR BTU BRITISH THERMAL UNIT NTS NOT TO SCALE SQUARE NECK (CEILING DIFFUSERS ARE 4-WAY THROW UNO) SA 1 -SOUND ATTENUATOR h -CENTER LINE OA -OUTSIDE AIR �I -TERMINAL UNIT, VARIABLEICONSTANT AIR f -CFM (CUBIC FEET PER MINUTE) CAL -OUTSIDE AIR LOUVER -SUPPLY REGISTER OR GRILLE VOLUME, FAN POWERED, WITH ELECTRIC CD -CEILING DIFFUSER (VERTICAL MOUNT, SIDEWALL) -MOTOR OPERATED CONTROL DAMPER (MOD) HEAT PRV -PRESSURE REDUCING VALVE CT -COOLING TOWER PRS -PRESSURE REDUCING STATION -RETURN/EXHAUST REGISTER OR GRILLE FM -ELECTRIC DUCT HEATER CV -CONSTANT AIR VOLUME ---� (IIVI PANEL CLEARANCE) PSI -POUNDS PER SQUARE INCH (VERTICAL MOUNT, SIDEWALL) F -AIR FLOW MEASURING STATION OP -CHANGE IN PRESSURE PSIG -PSI GAUGE Al -REVISION REFERENCE J -CHANGE IN TEMPERATURE PTAC -PACKAGED TERMINAL AIR CONDITIONER 1 -DETAIL REFERENCE: TOP -DETAIL#, -MANUAL BALANCING DAMPER M 1 BOTTOM -DRAWING# SHOWN ON CFM -CUBIC FEET PER MINUTE PVC -POLYVINYL CHLORIDE PIPE HYDRONIC REHEAT COIL CU -CONDENSING UNIT RA -RETURN AIR -THERMOSTAT/TEMPERATURE SENSOR DOOR GRILLE DDC -DIRECT DIGITAL CONTROLS RHC -REHEAT COIL ®-HUMIDISTAT/HUMIDITY SENSOR DN -DOWN RHP -ROOFTOP HEAT PUMP �- -DUCT SMOKE DETECTOR UNDERCUT DOOR INLINE CENTRIFUGAL FAN EAT -ENTERING AIR TEMPERATURE tl RPM -REVOLUTIONS PER MINUTE ESP EXTERNAL STATIC PRESSURE RS/L -REFRIGERANT SUCTION & LIQUID LINES � 0 -CONNECT TO EXISTING -PACKAGED TERMINAL AIR CONDITIONER EWT -ENTERING WATER TEMPERATURE ® -ACCESS DOORS, VERTICAL OR HORIZONTAL �® RTU -ROOFTOP AIR HANDLING UNIT �— , -DEMOLISH TO POINT INDICATED (PTAC) FCU -FAN COIL UNIT SA -SUPPLY AIR M -MOTORIZED CONTROL DAMPER -STAINLESS STEEL DUCTWORK UP DN FD -FIRE DAMPER SP -STATIC PRESSURE -TEMPERATURE SENSOR - - -CHANGE OF ELEVATION FF -FINAL FILTERS TSP -TOTAL STATIC PRESSURE III -FLEXIBLE CONNECTION FLA -FULL LOAD AMPS UNO -UNLESS NOTED OTHERWISE o-- -PRESSURE SENSOR I -FLEXIBLE DUCT FPM -FEET PER MINUTE V/PH -VOLTS/PHASE � -BACKDRAFT DAMPER 12x8 $ -FLAT OVAL DUCT GPM -GALLONS PER MINUTE VAV -VARIABLE AIR VOLUME 0 -NEUTRAL RELATIVE PRESSURE -TRANSITION, CONCENTRIC KW -KILOWATT 24x12 -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN LAT -LEAVING AIR TEMPERATURE VFD -VARIABLE FREQUENCY DRIVE +� -POSITIVE RELATIVE PRESSURE TRANSITION, ECCENTRIC LWT -LEAVING WATER TEMPERATURE -NEGATIVE RELATIVE PRESSURE 24x12 EXISTING DUCTWORK TO REMAIN -SHEET NOTE CALLOUT 2412 -EXISTING DUCTWORK TO BE REMOVED 10x8 8 -TRANSITION, SQUARE TO ROUND -SHEET NOTE CALLOUT 2412 DUCT ELBOW, POSITIVE PRESSURE (SUPPLY), FIRST �� i -- � -SQUARE THROAT TEE -SHEET NOTE CALLOUT DOWN UP W/IN FLOOR DIMENSION INDICATES SIDE TO WHICH ARROW IS POINTING -CEILING MOUNTED ACCESS DOOR -DUCT ELBOW, EXHAUST CODES & STANDARDS -SQUARE THROAT ELBOW WITURNING VANES -DUCT ELBOW, NEGATIVE PRESSURE, RETURN FLORIDA BUILDING CODE -MECHANICAL 2017 EDITION 12x8 -RADIUS TEE FLORIDA BUILDING CODE -PLUMBING 2017 EDITION FLORIDA BUILDING CODE -CHAPTER 13 FLORIDA ENERGY EFFICIENCY 2017 EDITION -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE ASHRAE 90.1-2017 -RADIUS ELBOW NFPA-1, UNIFORM FIRE CODE, 2015 EDITION e -RECTANGULAR DUCT SECTION UP, POSITIVE PRESSURE, NFPA-17A, STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS SUPPLY OR OUTSIDE AIR -RECTANGLE-TO-ROUND TAKE -OFF NFPA-13, STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION NFPA-25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FP SYSTEMS, 2014 RECTANGULAR/ROUND BRANCH TAKE OFF -RECTANGULAR DUCT SECTION UP, EDISITON NEGATIVE PRESSURE, RETURN NFPA-70, NATIONAL ELECTRICAL CODE, 2014 EDITION OR ROUND/ROUND BRANCH TAKE -OFF -RECTANGULAR DUCT SECTION UP, EXHAUST -STANDARD BRANCH TAKE -OFF NFPA-72, NATIONAL FIRE ALARM CODE, 2013 EDITION NFPA-90A, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, 2015 EDITION NFPA-908, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS, 2015 O -EXHAUST DUCT UP THROUGH SLAB W/ O -ROUND DUCT SECTION UP -SPIN-IN TAKE -OFF EDITION FAN ON ROOF ABOVE NFPA-99, STANDARD FOR HEALTH CARE FACILITIES, 2015 EDITION FLAT OVAL DUCT SECTION UP NFPA-101, FLORIDA SPECIFIC EDITION LIFE SAFETY CODE, 2015 EDITION O EXHAUST FAN ON ROOF W/DUCT DOWN RULE CHAPTER 69A-60 FAC, FLORIDA FIRE PREVENTION CODE, 2017 EDITION THROUGH ROOF SMACNA, HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE DUCT HVAC PIPING SYMBOL LEGEND HVAC EQUIPMENT TAGS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION TAG S CW-CONDENSER WATER SUPPLY ► -FLOW DIRECTION EQUIP. �� - P-TRAP A 200 -AIR DISTRIBUTION DEVICE CWR -CONDENSER WATER RETURN ^^ -GATE VALVE CFM -TWO-WAY CHECK VALVE CHWS -CHILLED WATER SUPPLY v -BALL VALVE MV AHU NUMBER CHWR -CHILLED WATER RETURN ^^ -CALIBRATING BALANCING VALVE MANUAL VENT AHU-1 -AIR HANDLING UNIT CD -CONDENSATE 40 -BUTTERFLY VALVE CR -CONDENSATE RETURN ^G -GAS COCK -PRESSURE GAUGE PC -PUMPED CONDENSATE -RELIEF VALVE I -UNION AHU NUMBER--,," COIL NUMBER HWR -HOT WATER RETURN -REHEAT COIL -STRAINER � -FLOW METER RHC-1-1 HWS -HOT WATER SUPPLY ^� -CONTROL VALVE -WATER METER HPS -NIGH PRESSURE STEAM SUPPLY � VARIABLE/CONSTANT AIR VOLUME TERMINAL UNITS MPS -MEDIUM PRESSURE STEAM SUPPLY -SOLENOID VALVE -INLINE PUMP PSI REG. TERMINAL UNIT TYPE AHU NUMBER LPS -LOW PRESSURE STEAM SUPPLY c -INLINE PUMP VTU - VARIABLE TERMINAL UNIT ^� TERMINAL NUMBER HPR HIGH PRESSURE STEAM RETURN -CHECK VALVE CTU CONSTANT TERMINAL UNIT -VALVE ON RISER PTU - PARALLEL TERMINAL UNIT � STU -SERIES TERMINAL UNIT VTU-1-1 MPR -MEDIUM PRESSURE STEAM RETURN -FLOW SWITCH E -CAP LPR -LOW PRESSURE STEAM RETURN -SLOPE DIRECTION (DOWN) j -CONNECTION, BOTTOM RL -REFRIGERANT LIQUID -FLEX CONNECTION -CONNECTION, TOP -COUPLING RS -REFRIGERANT SUCTION -O.S.&Y. GATE VALVE -ELBOW, -TEE, OUTLET DOWN -TEE, OUTLET UP b -STEAM TRAP -ELBOW, 450 D D IT, -THREE-WAY CONTROL VALVE -ELBOW, TURNED DOWN -45° PIPE RISE (R) / DROP (D) 0 -ELBOW, TURNED UP -PIPE ANCHORS -THERMOMETER -CONCENTRIC REDUCER -ECCENTRIC REDUCER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT HVAC GENERAL NOTES 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 2. DIMENSIONS SHALL BE FIELD -VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST, FOR PROJECTS INVOLVING RENOVATION, COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. 3. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. 4. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. 5. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. 6. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. 7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 8. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 56" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. 9. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 11. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT BLACK. 12. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 13. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 14. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR MAINTENANCE OF ALL MECHANICAL EQUIPMENT. 15. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT, 16. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR -MOUNTED EQUIPMENT. REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. 17. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. 18. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR HANDLING UNITS, AND FAN COIL UNITS. 19. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 20. INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED FOR TIMES OTHER THAN NORMAL OPERATING HOURS (SUCH AS NIGHTS AND WEEKENDS). SUCH INTERRUPTIONS TO SERVICES SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND PROPER COORDINATION WITH OTHER TRADES. PRE -WORK SHALL BE PERFORMED TO MAKE THE SHUTDOWN PERIOD AS BRIEF AS POSSIBLE. 21. ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR DISPOSED OF LEGALLY, AS DIRECTED BY OWNER. 22. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIREISMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 23. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 26 CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. 24. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK. 25. WATER PRESSURE DROPS THROUGH COIL CONTROL VALVES SHALL NOT EXCEED 5 PSI. 26. UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED FULL SIZE TO THE NEAREST PLUMBING DRAIN. 27. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN CHILLED WATER AND HOT WATER PIPING. 28. PIPING, DUCTWORK, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, OR MOTOR CONTROL CENTERS SHALL NOT BE INSTALLED WITHIN THE REQUIRED SPACE FOR WORKING CLEARANCES OR DEDICATED SPACES OF THE ELECTRICAL EQUIPMENT, EXTENDING IN FRONT OF AND FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC-110.26. MECHANICAL DRAWING INDEX SHEET DESCRIPTION ISSUED M001 GENERAL INFORMATION - HVAC Yes MD101 LEVEL 1 DEMOLITION PLAN - PHASE 1 - DUCTWORK Yes MD102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - DUCTWORK Yes MD103 LEVEL 1 DEMOLITION PLAN - PHASE 3 - DUCTWORK Yes MD201 LEVEL 1 DEMOLITION PLAN - PHASE 2 & 3 - PIPING Yes M101 LEVEL 1 RENOVATION PLAN - PHASE 1 - DUCTWORK Yes M102 LEVEL 1 RENOVATION PLAN - PHASE 2 - DUCTWORK Yes M103 LEVEL 1 RENOVATION PLAN - PHASE 3 - DUCTWORK Yes M201 LEVEL 1 RENOVATION PLAN - PHASE 2 & 3 - PIPING Yes M221 MECHANICAL ROOF PLAN Yes M301 MECHANICAL SCHEDULE Yes M401 MECHANICAL DETAILS Yes M402 MECHANICAL DETAILS Yes M501 I MECHANICAL CONTROLS Yes DUCT PRESSURE CLASS &LEAK TESTING REQUIREMENTS STATIC -PRESSURE CLASSES: A. SUPPLE DUCTS (UPSTREAM FROM AIR TERMINAL UNITS): 4 INCH WG. B. SUPPLY DUCTS (DOWNSTREAM FROM AIR TERMINAL UNITS): 1 INCH WG. C. RETURN DUCTS (NEGATIVE PRESSURE): 3 INCH WG. D. EXHAUST DUCTS (NEGATIVE PRESSURE): 21NCH WG. LEAKAGE CLASS: DUCT LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL AND IN ACCORDANCE WITH THE APPLICABLE ENERGY CODE. IN ADDITION TO REQUIREMENTS FROM THE ENERGY CODE, 100% OF DUCTWORK MAINS SERVING CRITICAL SPACES INCLUDING PHARMACIES AND OPERATING ROOMS SHALL BE TESTED. SUBMIT TESTING DATA TO ENGINEER FOR REVIEW/APPROVAL. A. ROUND SUPPLY AIR DUCT: 3CFM/100 SQ. FT. AT 4 INCH WG. B. FLAT -OVAL SUPPLY AIR DUCT: 3 CFM/100 SQ. FT. AT 4 INCH WG. C. RECTANGULAR SUPPLY AIR DUCT: 6 CFM/100 SQ. FT. AT 3 INCH WG. D. FLEXABLE SUPPLY AIR DUCT: 6 CFM/100 SQ. FT. AT 1 INCH WG. RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620' LCC000210' GB238 `:TLC ENGINEERING C; 0 1, U T 1 0 N S 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 CHINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 LE E 'J %.�` • • 2 No 71576 STATE OF ' 41/CD m N ��i t� •' 0 R 1 O•01 ,570 CD N��° Aaron JoRffi+ ri WI5­,,,�FE� oa.. zvm�n 1714 aao LU III O U z w J U Q V Q REVISIONS NO. DESCRIPTION � DATE 1 REVISION No. 1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION - HVAC SHEET ID: M001 PROJECT STATUS: CONSTRUCTION DOCUMENTS 7� Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 1 3 4 5 I C J z v 0 a 0� C) W 5 0 Y N 2 a A co cm M m 0 O J O X 0 a 00 v 00 0 0 N O N NOTE: THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY OPEN COURTYARD Q= OPEN AIR BREEZEWP. DRY STR co co Iz i OPEN AIR BREEZEWAY --------------- -i..1� CORRIDOR 2 CONTRACTO CCESS s _ LEVEL 1 DEMOLITION - PHASE_1 -DUCTWORK GENERAL HVAC DEMOLITION NOTES: 1. THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. EXISTING EQUIPMEN`, STRUCTURE, DUCTWORK, ETC., LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION, BEGINNING OF DEMOLITION SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT, 2, CONTRACTOR SHALL PERFORM A PRE -BID SURVEY TO FIELD -VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCUREMENT OR FABRICATION. FIELD CONDITIONS SHALL GOVERN. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS. PLUMBING, AND ELECTRICAL CONDUIT, COST OF REROUTING DUCTWORK OR PIPING DUE TO CONFLICTS WITH EXISTING CONDITIONS SHALL BE PAID BY CONTRACTOR. 3. 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 DEMOLITION OF THE EXISTING DUCTWORK. 4. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. COORDINATE SERVICE INTERRUPTIONS WITH OWNER AT LEAST TWO WEEKS IN ADVANCE. 5. ALL EQUIPMENT REMOVED UNDER THIS PROJECT SHALL BE DOUBLE -BAGGED AND DISPOSED OF UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING CONTROLS WHERE NECESSARY. REMOVED CONTROLS SHALL BE RETURNED TO OWNER. 7. PROPERLY REMOVE AND DISPOSE OF ALL EXISTING TO -BE -REMOVED HVAC DUCTWORK, PIPING AND AIR DISTRIBUTION DEVICES. CONSULT WITH OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO DISPOSAL OF REMOVED MATERIAL. 8. PATCH HOLES LEFT IN WALLS AND FLOOR AFTER REMOVAL OF EXISTING DUCTWORK, CONDUIT, ETC., TO MATCH NEW EXISTING CONSTRUCTION AND FIRE RATING. THIS INCLUDES ANY EXISTING OPENINGS IN RATED WALLS OR FLOORS. 9. PROVIDE PRE -CONSTRUCTION TEST & BALANCE FOR SUPPLY, RETURN AND EXHAUST OF EXISTING MECHANICAL EQUIPMENT SERVING PROJECT AREA. INCLUDE FLOW AND STATIC PRESSURE IN MAIN DUCTS, FAN STATIC PRESSURE, MOTOR HP AND FLA, PRESSURE DROP ACROSS COILS AND FILTERS, AND CHILLED WATER FLOW. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE AIR HANDLER AND DUCTWORK SERVING THE AREA PRIOR TO FINAL TEST AND BALANCE. CLEANING OF THE AIR HANDLER AND DUCTWORK SHALL CONSIST OF REPLACING THE FILTERS. 11. ALL EXISTING AIR DISTRIBUTION DEVICES LOCATED WITHIN PROJECT AREA SHALL BE FITTED WITH TEMPORARY CONSTRUCTION FILTERS THROUGHOUT PROJECT DURATION TO HELP PREVENT ACCUMULATION OF DUST IN DEVICES AND DUCTWORK. 12. CAP ALL DEMOLISHED BRANCH DUCT AT DUCT MAIN. CAP AND SEAL OPENINGS DURING ENTIRE RENOVATION OF THE HVAC DUCTWORK. 13. ALL EXISTING AND/OR NEW WALL, CEILING AND FLOOR PENETRATIONS TO THE SPACE SHALL BE CAULKED AND SEALED AIR TIGHT AND VAPOR TIGHT AFTER DEMOLITION AND PRIOR TO NEW CONSTRUCTION BY AN APPROVED CONTRACTOR. 14. ALL NEW AND EXISTING HEATING HOT WATER PIPING TO THE SPACE SHALL BE INSULATED WITH NEW APPROVED INSULATION, MINIMUM 1" THICK. 15. MINIMUM DUCT SIZE IS 10" X 6" EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. 0 DEMO HVAC KEY NOTES. O PROVIDE A TEMPORARY HEPA FILTERED NEGATIVE AIR FAN FOR CONSTRUCTION AREA, MAINTAIN A MINIMUM 0.03" NEGATIVE PRESSURE IN THIS AREA RELATIVE TO THE ADJACENT SPACES. PROVIDE VISUAL DISPLAY OF AIRFLOW DIRECTION. PROVIDE ADDITIONAL NEGATIVE AIR MACHINES AS REQUIRED TO ACHIEVE MINIMUM NEGATIVE PRESSURE. PROVIDE TEMPORARY DUST BARRIER PARTITIONS. ALL EXISTING RETURN REGISTERS AND OPENINGS LOCATED WITHIN THE RENOVATION AREA SHALL BE SHUT AND TAPED CLOSED, ISOLATING THE RENOVATION AREA FROM THE AIR HANDLER SYSTEM. ALL EXISTING EXHAUST REGISTERS LOCATED WITHIN THE RENOVATION AREA SHALL BE PROVIDED WITH TEMPORARY CONSTRUCTION FILTERS. ROUTE TEMPORARY 120 FLEXIBLE DUCT FROM DISCHARGE OF HEPA UNIT TO OUTSIDE OF DEMOLITION BOUNDARY. PROVIDE 2 SETS OF HEPA FILTERS - ONE HEPA FILTER AT NEGATIVE AIR FAN, AND ONE HEPA FILTER AT DISCHARGE INTO CLEAN CORRIDOR. O PROVIDE AN INCLINED MANOMETER. DIFFERENTIAL PRESSURE TYPE, WITH WHITE FACE GAUGE AND BLACK LETTERS WITH MAXIMUM PRESSURE RANGE OF 0.1" W.G. THIS SHALL BE USED BY THE CONTRACTOR TO RECORD, ON A DAILY BASIS, THE NEGATIVE PRESSURE IN THE RENOVATION AREA RELATIVE TO THE ADJACENT SPACES. / PROVIDE TEMPORARY CONSTRUCTION BARRIER AS SHOWN IN ARCHITECTURAL DRAWINGS. O PROVIDE PORTABLE DUST ENCLOSURE. O DEMOLISH DUCTWORK AND ALL ASOCIATED AIR TERMINALS TO POINT INDICATED. CAP AND SEAL AIRTIGHT WHERE NECESSARY. © REMOVE EXISTING OVEN HOOD, DUCTWORK, EXHAUST FAN AND ASSOCIATED EQUIPMENT. PATCH AND REPAIR EXISTING WALL AND FINISH AS NECCESSARY. 1 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620' LCC000210' GB238 A,. -TLC ENGINEERING 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 ```` 11111 rifill��� � LEE Jo %%%� Q`O•��G•E•iVSF•'�'0�' No 71576 ��.• STATE OF '•4,U 441 Aaron Josoon 4to. REVISIONS N0. DESCRIPTION DATE 1 REVISION No. 1 020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H. INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 1 - DUCTWORK SHEET ID: MD1 01 PROJECT STATUS: CONSTRUCTION DOCUMENTS 3, SCALE: 1/8'' = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 Cl 4 9 1 IIta 3 I 4 I 5 I C 0 A a v v 0 0 N 0 N NOTE: THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY 2 AA ,L=ER - j' X) 1 _REF BAK 1 •I -- I I HI AREAIOF WORK FREEZER I --- - '' CA 1 _ ,I WA 1 _ / _ 1 ART H T "OT/ DI H ASH DRY STR 1 i �=OF E I 1 I i 1 I OPEN AIR BREEZEWAY — _ _ _ — — — — _ — — -i — — _ — / — � — _ — — OPEN AIR BREEZEWAY -%STAtRI OPEN COURTYARD ELECTRICAL 1 1 1 1 1 1 1 1 ii 1 1 1 1 i_i 1 1 1 1 AREA OF WORK .1 1 _ _ 1 4 11 Iv J � 1 r I wr'I 1 i 1 1/ r 1 Al CONTRACTOR_ ' ACCESS 1i REF Lug RIM LEVEL 1 DEMOLITION - PHASE 2 - DUCTWORK 1 SCALE: 1/8" = 1'-0" EXISTING CONDENSERS TO TEMP. k BE REMOVED IN PHASE 3 i� — STORAG• 14� " MECHANICAL MECHA ICAL FREEZERS i ,IJ-4= I s— -—-��! CE OFFICE _ WOMEN R.R. i l ME ---- --- I - ------------ -- -t i i S � OFFICE -.-_ F CORRIDOR GENERAL HVAC DEMOLITION NOTES. 1. THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK. ETC., LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. BEGINNING OF DEMOLITION SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 2. CONTRACTOR SHALL PERFORM A PRE -BID SURVEY TO FIELD -VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCUREMENT OR FABRICATION. FIELD CONDITIONS SHALL GOVERN. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. COST OF REROUTING DUCTWORK OR PIPING DUE TO CONFLICTS WITH EXISTING CONDITIONS SHALL BE PAID BY CONTRACTOR. 3. 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 DEMOLITION OF THE EXISTING DUCTWORK. 4. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. COORDINATE SERVICE INTERRUPTIONS WITH OWNER AT LEAST TWO WEEKS IN ADVANCE. 5. ALL EQUIPMENT REMOVED UNDER THIS PROJECT SHALL BE DOUBLE -BAGGED AND DISPOSED OF UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING CONTROLS WHERE NECESSARY. REMOVED CONTROLS SHALL BE RETURNED TO OWNER. 7. PROPERLY REMOVE AND DISPOSE OF ALL EXISTING TO -BE -REMOVED HVAC DUCTWORK, PIPING AND AIR DISTRIBUTION DEVICES, CONSULT WITH OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO DISPOSAL OF REMOVED MATERIAL. 8, PATCH HOLES LEFT IN WALLS AND FLOOR AFTER REMOVAL OF EXISTING DUCTWORK, CONDUIT, ETC., TO MATCH NEW EXISTING CONSTRUCTION AND FIRE RATING. THIS INCLUDES ANY EXISTING OPENINGS IN RATED WALLS OR FLOORS. 9. PROVIDE PRE -CONSTRUCTION TEST & BALANCE FOR SUPPLY, RETURN AND EXHAUST OF EXISTING MECHANICAL EQUIPMENT SERVING PROJECT AREA. INCLUDE FLOW AND STATIC PRESSURE IN MAIN DUCTS, FAN STATIC PRESSURE, MOTOR HP AND FLA, PRESSURE DROP ACROSS COILS AND FILTERS, AND CHILLED WATER FLOW, 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE AIR HANDLER AND DUCTWORK SERVING THE AREA PRIOR TO FINAL TEST AND BALANCE. CLEANING OF THE AIR HANDLER AND DUCTWORK SHALL CONSIST OF REPLACING THE FILTERS. 11. ALL EXISTING AIR DISTRIBUTION DEVICES LOCATED WITHIN PROJECT AREA SHALL BE FITTED WITH TEMPORARY CONSTRUCTION FILTERS THROUGHOUT PROJECT DURATION TO HELP PREVENT ACCUMULATION OF DUST IN DEVICES AND DUCTWORK. 12. CAP ALL DEMOLISHED BRANCH DUCT AT DUCT MAIN. CAP AND SEAL OPENINGS DURING ENTIRE RENOVATION OF THE HVAC DUCTWORK. 13. ALL EXISTING AND/OR NEW WALL, CEILING AND FLOOR PENETRATIONS TO THE SPACE SHALL BE CAULKED AND SEALED AIR TIGHT AND VAPOR TIGHT AFTER DEMOLITION AND PRIOR TO NEW CONSTRUCTION BY AN APPROVED CONTRACTOR. 14. ALL NEW AND EXISTING HEATING HOT WATER PIPING TO THE SPACE SHALL BE INSULATED WITH NEW APPROVED INSULATION, MINIMUM 1" THICK. 15. MINIMUM DUCT SIZE IS 10" X 6" EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. 0 HVAC DEMO KEY NOTES: 0 PROVIDE A TEMPORARY HEPA FILTERED NEGATIVE AIR FAN FOR CONSTRUCTION AREA. MAINTAIN A MINIMUM 0.03" NEGATIVE PRESSURE IN THIS AREA RELATIVE TO THE ADJACENT SPACES. PROVIDE VISUAL DISPLAY OF AIRFLOW DIRECTION. PROVIDE ADDITIONAL NEGATIVE AIR MACHINES AS REQUIRED TO ACHIEVE MINIMUM NEGATIVE PRESSURE, PROVIDE TEMPORARY DUST BARRIER PARTITIONS. ALL EXISTING RETURN REGISTERS AND OPENINGS LOCATED WITHIN THE RENOVATION AREA SHALL BE SHUT AND TAPED CLOSED, ISOLATING THE RENOVATION AREA FROM THE AIR HANDLER SYSTEM. ALL EXISTING EXHAUST REGISTERS LOCATED WITHIN THE RENOVATION AREA SHALL BE PROVIDED WITH TEMPORARY CONSTRUCTION FILTERS. ROUTE TEMPORARY 12f� FLEXIBLE DUCT FROM DISCHARGE OF HEPA UNIT TO OUTSIDE OF DEMOLITION BOUNDARY. PROVIDE 2 SETS OF HEPA FILTERS - ONE HEPA FILTER AT NEGATIVE AIR FAN, AND ONE HEPA FILTER AT DISCHARGE INTO CLEAN CORRIDOR. 0 PROVIDE AN INCLINED MANOMETER, DIFFERENTIAL PRESSURE TYPE, WITH WHITE FACE GAUGE AND BLACK LETTERS WITH MAXIMUM PRESSURE RANGE OF 0.1" W.G. THIS SHALL BE USED BY THE CONTRACTOR TO RECORD, ON A DAILY BASIS, THE NEGATIVE PRESSURE IN THE RENOVATION AREA RELATIVE TO THE ADJACENT SPACES. O PROVIDE TEMPORARY CONSTRUCTION BARRIER AS SHOWN IN ARCHITECTURAL DRAWINGS. 40 PROVIDE PORTABLE DUST ENCLOSURE. O DEMOLISH EXISTING AHU AND ASSOCIATED CHWS & CHWR.. HHWS & HHWR PIPING, CONDENSATE DRAIN PIPING, ELECTRICAL CONDUCTOR, CONDUIT AND DISCONNECT/STARTER. DEMOLISH EXSITING OUTSIDE AIR AND SUPPLY DUCTING. © DEMOLISH DUCTWORK AND ALL ASOCIATED AIR TERMINALS TO POINT INDICATED, CAP AND SEAL AIRTIGHT WHERE NECESSARY O DEMOLISH AND CAP EXISTING PIPING AT POINT INDICATED. ® DEMOLISH EXISTING EXHAUST DUCT AND EXHAUST FAN ON ROOF. PREPARE FOR NEW FAN , 1 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 ` LCC000210' GB238 ,&h,_TLC ENGINEERING S0LUT1(DNS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions. Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd, Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 0111111111111111j. 1'11j.�� • el . G••NS•.0 EFtiti , ��PQ'.•� • No 71576 ' - - M O••. STATE OF :� • m v SS�O N Al- Aaron Jo�Nslon ,wit"", N W 0 0 U H Z W J U a U x a REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 ___06/15/20201, DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 2 - DUCTWORK SHEET ID: MD102 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 I 3 I 4 5 A C 13 A 10 ai 0 0 N O N MW 111 OPEN COURTYARD v AHU-1 �_ LEVEL 1 DEMOLITION - PHASE 3 - DUCTWORK SCALE- 1/8" = 1'-0'I OPEN AIR BREEZEWAY -T' II w U U Q o U z 0 U ELECTRICAL I! x I II x r I �VIECHANICAL j� x r----- —� -� 1(D) AHU-3 5 I 1 1 I/ `�i, J 1 L-------- 1 OPEN AIR BREEZEWAY PREPARE EXISTING ' - —�� ----1 �_� 1 1 Il-----i--� 4 3 I iL OUTDOOR AIR DUCT FOR I i i I I NEW CONNECTIONS 1 1' P: L----,,-------��� r. L EZERS II III 1 'ill N------- -T� I 1 I I I I-----------� c r C 7I� L----y�-- y� _—__ 'T--_l 1---�_ 'J Y I I I x 1 I 1 1 I 4=J I I 1 II fir- -1 �- — — — -1 I IU I I �7 r—, �� ;'�r i '�•� i i — _JI -11 Y t — — - E_ JL-L` I I L �,\A E OM fit - I I F)'F TA .Srrz�i� L-------- Li I Of C .. -- 1Ira DIET g — L_ t ^ --L. TOILET � OFF CE OFFICE ,TOILET !' —\ I WOMEN R.R. I pAC C CORRIDOR4. - -ti- ZL NEW SHEET GENERAL HVAC DEMOLITION NOTES: 1. THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC., LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. BEGINNING OF DEMOLITION SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 2. CONTRACTOR SHALL PERFORM A PRE -BID SURVEY TO FIELD -VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCUREMENT OR FABRICATION. FIELD CONDITIONS SHALL GOVERN. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. COST OF REROUTING DUCTWORK OR PIPING DUE TO CONFLICTS WITH EXISTING CONDITIONS SHALL BE PAID BY CONTRACTOR. 3. 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 DEMOLITION OF THE EXISTING DUCTWORK. 4. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. COORDINATE SERVICE INTERRUPTIONS WITH OWNER AT LEAST TWO WEEKS IN ADVANCE, 5. ALL EQUIPMENT REMOVED UNDER THIS PROJECT SHALL BE DOUBLE -BAGGED AND DISPOSED OF UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING CONTROLS WHERE NECESSARY. REMOVED CONTROLS SHALL BE RETURNED TO OWNER. 7. PROPERLY REMOVE AND DISPOSE OF ALL EXISTING TO -BE -REMOVED HVAC DUCTWORK, PIPING AND AIR DISTRIBUTION DEVICES. CONSULT WITH OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO DISPOSAL OF REMOVED MATERIAL. 8. PATCH HOLES LEFT IN WALLS AND FLOOR AFTER REMOVAL OF EXISTING DUCTWORK, CONDUIT, ETC., TO MATCH NEW EXISTING CONSTRUCTION AND FIRE RATING. THIS INCLUDES ANY EXISTING OPENINGS IN RATED WALLS OR FLOORS. 9. PROVIDE PRE -CONSTRUCTION TEST & BALANCE FOR SUPPLY, RETURN AND EXHAUST OF EXISTING MECHANICAL EQUIPMENT SERVING PROJECT AREA. INCLUDE FLOW AND STATIC PRESSURE IN MAIN DUCTS, FAN STATIC PRESSURE, MOTOR HP AND FLA, PRESSURE DROP ACROSS COILS AND FILTERS. AND CHILLED WATER FLOW. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE AIR HANDLER AND DUCTWORK SERVING THE AREA PRIOR TO FINAL TEST AND BALANCE. CLEANING OF THE AIR HANDLER AND DUCTWORK SHALL CONSIST OF REPLACING THE FILTERS. 11. ALL EXISTING AIR DISTRIBUTION DEVICES LOCATED WITHIN PROJECT AREA SHALL BE FITTED WITH TEMPORARY CONSTRUCTION FILTERS THROUGHOUT PROJECT DURATION TO HELP PREVENT ACCUMULATION OF DUST IN DEVICES AND DUCTWORK. 12. CAP ALL DEMOLISHED BRANCH DUCT AT DUCT MAIN. CAP AND SEAL OPENINGS DURING ENTIRE RENOVATION OF THE HVAC DUCTWORK. 13. ALL EXISTING AND/OR NEW WALL, CEILING AND FLOOR PENETRATIONS TO THE SPACE SHALL BE CAULKED AND SEALED AIR TIGHT AND VAPOR TIGHT AFTER DEMOLITION AND PRIOR TO NEW CONSTRUCTION BY AN APPROVED CONTRACTOR, 14. ALL NEW AND EXISTING HEATING HOT WATER PIPING TO THE SPACE SHALL BE INSULATED WITH NEW APPROVED INSULATION, MINIMUM 1" THICK. 15. MINIMUM DUCT SIZE IS 10" X 6" EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE, O HVAC DEMO KEY NOTES: 0 PROVIDE A TEMPORARY HEPA FILTERED NEGATIVE AIR FAN FOR CONSTRUCTION AREA. MAINTAIN A MINIMUM 0.03" NEGATIVE PRESSURE IN THIS AREA RELATIVE TO THE ADJACENT SPACES. PROVIDE VISUAL DISPLAY OF AIRFLOW DIRECTION. PROVIDE ADDITIONAL NEGATIVE AIR MACHINES AS REQUIRED TO ACHIEVE MINIMUM NEGATIVE PRESSURE. PROVIDE TEMPORARY DUST BARRIER PARTITIONS. ALL EXISTING RETURN REGISTERS AND OPENINGS LOCATED WITHIN THE RENOVATION AREA SHALL BE SHUT AND TAPED CLOSED, ISOLATING THE RENOVATION AREA FROM THE AIR HANDLER SYSTEM. ALL EXISTING EXHAUST REGISTERS LOCATED WITHIN THE RENOVATION AREA SHALL BE PROVIDED WITH TEMPORARY CONSTRUCTION FILTERS. ROUTE TEMPORARY 120 FLEXIBLE DUCT FROM DISCHARGE OF HEPA UNIT TO OUTSIDE OF DEMOLITION BOUNDARY. PROVIDE 2 SETS OF HEPA FILTERS - ONE HEPA FILTER AT NEGATIVE AIR FAN, AND ONE HEPA FILTER AT DISCHARGE INTO CLEAN CORRIDOR. O PROVIDE AN INCLINED MANOMETER, DIFFERENTIAL PRESSURE TYPE, WITH WHITE FACE GAUGE AND BLACK LETTERS WITH MAXIMUM PRESSURE RANGE OF 0.1'I W.G. THIS SHALL BE USED BY THE CONTRACTOR TO RECORD, ON A DAILY BASIS. THE NEGATIVE PRESSURE IN THE RENOVATION AREA RELATIVE TO THE ADJACENT SPACES. O PROVIDE TEMPORARY CONSTRUCTION BARRIER AS SHOWN IN ARCHITECTURAL DRAWINGS. O PROVIDE PORTABLE DUST ENCLOSURE. O DEMOLISH EXISTING AHU AND ASSOCIATED CHWS & CHWR, HHWS & HHWR PIPING. CONDENSATE DRAIN PIPING, ELECTRICAL CONDUCTOR, CONDUIT AND DISCONNECT/STARTER, DEMOLISH EXSITING OUTSIDE AIR AND SUPPLY DUCTING. © DEMOLISH DUCTWORK AND ALL ASOCIATED AIR TERMINALS TO POINT INDICATED. CAP AND SEAL AIRTIGHT WHERE NECESSARY 07 DEMOLISH EXISTING EXHAUST DUCT AND EXHAUST FAN ON ROOF. PREPARE FOR NEW FAN 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620 ` LCC000210 ` GB238 ,TLC ENGINEERING SOLUTIONS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 C Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 \_E E �Jpy'�,. No 71576 ' �� •• STATE OF • 441 Z .0�. ' cfl v P•.:��` t�S; • O R 1 • CD�'� o . Oj� ��` _ O Aaron J o�ifisoti N Da zo 0-171511 ar W 0 O V H z w_ J U Q Q REVISIONS N0. I DESCRIPTION DATE 11 REVISION No.1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY; LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 C 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 3 - DUCTWORK SHEET ID: MD1 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright C 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 :7 1 I 2 I 3 I 4 I 5 U C A I� �FEC I ,I I � I 11 I I I 1 a E6!I I I� I' I� I I I OPEN AIR BREEZEWAY II_ -- -1L� FILET EV,8 ii I TEMP. POT/DI-�� S SH r .,LOCKER I - REF F] E]11 IL —1 -- TEMP KITCHEN/ PREP I FREEZER _I �< IE DRY STR \ !OFFICE _ --w r i r _ STRtR "C" (��_� �•' I OPEN AIR BREEZEWAY — I OFFICE w Ulk I 0 t.: X ELEC. ❑ w \` O — a. U U _ kk Q A X — XII U ! — --- — ELECTRICAL v o--EXIST 8"CHWS f — x EXIST 8"CHWS DIETICIAN EXIST 4"CHWR _ — - ,,.. X —' EXIST 8"CHWR ^_� o / 2 1 X 1 Y 1 Tz - n OQ ; EXIST 4"CHWR �., L _ ECH -- PA SAGE-� i - n l 1 II I- -� 1— — — — — — — — — — — 2 1 _ JJ _ II _WALK-IN II VVALK- II IIl i R EEZERS I Ili 1 FREEZER 11 �EFRIGE T6 IIdRY ;—ram 1 III 11 II II LI ! ; iTOR I 1 I I F— 711 r— I I— ­1 I I f— --I FF LILI AREA OF WORK —, F-r — — — I �----------/---n / 1I F X II I I 11 I / \A TE X ! 1 - — OM -- ' _ SUPERVISOR S - DIETARY SERVICESi 1 OFFICE i 1 c>< SERVERY 1-102 1 'IT —_-- -- - I. I — -- l I= FT, 141 —L— ,�_� -- r_ I: %UPERVISOR- m�;� \ 1 T P4�� -LA - - -- - --- - i 4 -------- — I I X I 1 DIET ; \ L- I PASSAGE TOILET �— �I \ - �- / OFFICE \� _ OFFICE \ ' e DI HWASH LL-J -ILA TOILET - RCDM-f— _ - --- - i , EVS WOMEN R.R. I MEN R.R. I I OFFICE FE r l;Ui-:kiUiJt-i LEVEL 1 DEMOLITION - PHASE 3 - PIPING r— NL�_ njww__� ■ �. -� . ■ ■loom "milk OPEN AIR BREEZEWAY EXIST 4"CHWR—o EXIST 8"CHWS REF STAIR "C" ( 7 X� ---- ---- -- w � ,. U I Q C.)-.� '76 T 1 1 IXII IIXIIXIIXIIXIIX11, o 1 -- IL �r..� (i �. J AREA OF WORK •--� _ - ct 1 �X� � �X� � \ / I o �X I� X EXIST 8'CHWSj 1 J� FEIST8"CHWR r MPS- P�i € 1 ET61RAGE FEc ! 1 rr 1 EXIST 4"CHWR _ Y PASSAGE JICAL MEC IA ICAL EXIST T'=z REF 1 FREEZERS I ❑ 71 1 - i7i --- Eli 11 DIETARY SERVICES SERVERY 1- 102 �I I FE -- � II LI;- EXIST 1 1/2"ST- o3 1 1XI AREA OF WORK •--� ] a ; I I I (� - L'�I I IIXI L II I . DI$HWFISH PASSAGE , II I� I' 0I ? ,! J I �J �`� l 1 RQOM 1 I JI - I I I I 1XI I IE ]I I I I i ;I ]I IL ]I I I I I I F —T_-1 11 1 II I I I I ICONTR r-- _—_ EANTE ROOjV1. L CORRIDOR LEVEL 1 DEMOLITION -PHASE 2 -PIPING SCALE: 1/8" = 1'-0" UPERVIS 1 1 1 DIET 1 / TOILE T/' Fi" I 1 OFFICE II \ TOILET � , j 1 � !I VOMEN R.R. MEN R.R. 1 li 1 / II I i it CONTRACTOR ACCESS NEW SHEET HVAC DEMO KEY NOTES: 1O DEMOLISH EXISTING AHU AND ASSOCIATED CHWS & CHWR. HHWS & HHWR PIPING, CONDENSATE DRAIN PIPING, ELECTRICAL CONDUCTOR, CONDUIT AND DISCONNECT/STARTER. DEMOLISH EXSITING OUTSIDE AIR AND SUPPLY DUCTING. 20 DEMOLISH AND CAP EXISTING PIPING AT POINT INDICATED. O3 REPLACE STEAM PIPING WITH NEW, SEE PIPING PLAN FOR NEW CONNECTION AND SIZE. 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www,rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620LCC000210' GB238 TLC ENGINEERING i l U iV O 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 LEE 'JO �.�` G•E•N • No 71576 -0 3 STATE OF :� Z c� �i �S R CD Aaron Jofiflsori�`� N .. O U z W_ J U Q U 2 Q REVISIONS NO. DESCRIPTION DATE 1 RF\/ISIr1N Nn 1 nR/1s/gngn DATE ISSUED: 03/20/2020 REVIEWED BY: JLA DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 v 2019 RS&H. INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 2&3- PIPING SHEET ID: MD201 PROJECT STATUS: CONSTRUCTION DOCUMENTS SCALE: 118" = V-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3 4 5 C u A a 0 N co O 0 N 0 N m z., 2 EXISTING TRANSFORMERS OPEN COURTYARD 16x12_ ll UP TO EXISTING RTU-1 1 ;:3 AREA OF WORK ELECTRICAL. EXISTING AHU-3 TO BE REMOVED IN PHASE 3 — O TYP. E 25 A V71' 150 CFM 20 t] 16x4 DUCT DOWN- j E 21 1 200 CFM LOADING END —I AND 400 CFM EXHAUST ON UNLOADING END LEVEL 1 RENOVATION - PHASE 1 - DUCTWORK SCALE: 1/8" = V-0" 3 TO Ejk�LLA 1 = E 75�_; SH S 425 X ,. U- 0 E75r; � B 500 CZ) 1 Nj ;_" j 8x4 S 75 ♦ �_ I i I i t 75 CFM _ e.}e . A ..------------ o o —0 j N -- — 1 O No REF "p R 47 1 NO COOKING EQUIPMENT WILL REMAIN IN THIS - EF1 1 AREA. FOR PREP X - j 9x9 USAGE ONLY _ C' FREEZER i t — j { 10x5 X - I��)i R 200 _ I 2 DRY STF S 200 R 75 10x5 MP. '4-ETDRA EXISTING FIRE ±� SPRINKLER RISER ; TO REMAIN EXISTING r.nNF)FNSFRS Tn RP C=illa : !ram CORRIi OPEN AIR BREEZEWAY - � r `( r1 I I OFFICE 'i )0 300 aA 12x12 j CI 3 1 R 200 ! S 10 26x14 I 4 I 5 L-ft B 60 O CE \__._ OFFICE B 60 ` A 1 I I I I 15 li j I I 4-4— 40MEN R.R. 150 CFM 1 I I ME OFFICECD II i- T1 N (E)AHU-4 REBALANCE SCHEDULE F-7 SUPPLY RETURN OUTSIDE AIR OLD 1,737 1,160 577 NEW 1,400 750 650 NOTES: 1 ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2 T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3 PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. (E)AHU-3A REBALANCE SCHEDULE F-- SUPPLY I RETURN j OUTSIDE AIR OLD 2.989 1,726 1,263 NEW 2,625 1,400 1,175 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. O HVAC KEY NOTES: 0 REBALANCE EXISTING AIR DISTRIBUTION DEVICE (TYP) O PROVIDE NEW FIRE RATED DAMPER AT FIRE RATED WALL, FIELD VERIFY EXISTING DUCT ROUTING, SIZE, AND LOCATION PRIOR TO BID. 3D OFFSET EXISTING DUCTWORK. CONDUITS. PIPING, LIGHTS ETC. TO ACCOMODATE ROUTING OF NEW DUCTWORK. 4O FABRICATED DUCTWORK MADE FROM STAINLESS STEEL CONFORMING TO ASTM A430.. TYPE 304 WITH 2B FINISH, ALL WELDED CONSTRUCTION. PROVIDE VOLUME DAMPER ON EACH DROP. SEE DISHWASHER VENDOR CUTSHEETS FOR ADDITIONAL INFORMATION. SLOPE DUCT AT A MINIMUM OF 118 TOWARDS DISHWASHER UNIT. O REBALANCE EXISTING EXHAUST FAN. © BLANK OFF DIFFUSER. (E)AHU-3 REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD 11,385 0 11,385 NEW 7,625 0 7,625 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. EF REBALANCE SCHEDULE_ MARK OLD NEW (E)EF-41 2,030 1.725 NOTES: 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 2. PROVIDE FULL PRE -DEMO AND FINAL REPORT VENTILATION TABLE- PHASE 1 - - _ - - CEILING REQUIRED DESIGN REQUIRED DESIGN ROOM SUPPLY RETURN EXHAUST AREA HEIGHT OA AC/HR CA AC/HR AC/HR AC/HR I DISHWASH 800 0 1200 730 8.0 0.0 0.0 10.0 11.6 ELEC 300 300 0 60 15.0 N/A 0.0 0.0 26.7 TEMP. POTIDISH 425 0 500 156 8.5 0.0 0.0 10.0 22.6 NOTE: 1.) THE REQUIRED OUTDOOR AIR AND AIR CHANGES ARE PER HEALTH CARE GUIDELINES AND ASHRAE 170 2.) AIR CHANGES PER HOUR = CFM*60/AREA'HEIGHT RS91f 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620 ' LCC000210 ` GB238 ,&..-T LC ENGINEERING S0LOI 10INS 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 G'E'N • No 71576 M �-53• STATE OF '41J 10. cc �'�F'•�OR\�••' � � Aaron JoRffsoi lWw, a e. 202 b.Y21J 144991W Lii M O U H z w J U Q U 2 Q REVISIONS —NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 - DUCTWORK M101 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 2 3 4 5 C 0 R v 7 LO N N V' 0 N 0 N O N FLOOR GRADE OA INTAKE DUCT ELEVATION SCALE: 1/4" = 1'-0" O TYP. S 300 S 300 FIN LEVE 112' - 8" LEVEL_ _ 1 � 100'-0" EXISTING TRANSFORMER J T j TEMP -POT/ 7f FZM IAro cu 1 - -- , - --- 28x9.._ i L- x _ - 1 1 F - 1 _ C- o RE : _� TEMP EN/ -- " - - -- 1 — II- -PREPi- } I a Wi rrrrr� . -I-FREEZER 1 --- ---_—, �..----__- EF1-1 1 I { 1 s I CA _WAM �A [� I 10x=8x4 1 !� I �'rrrrrrrrrrrrrrrrrrrrrrrrrrrrrr-- OPEN AIR BREEZEWAY AREA OF WORK OUTDOOR AIR PROVIDE OA INTAKE 78"x48" INTAKE ON THIS SIDE 2 BOX AND TAP OFF WITH A 02 54"x24". PROVIDE MANUAL -PEN COURTYARi; 2� DAMPER ON THE 54"x24" DUCT. SEE ELEVATION ON THIS SHEET FOR MORE NEW ENCLOSURE. SEE 3' - 2 7/16" �� INFORMATION STRUCTURAL DRAWINGS g FOR MORE INFORMATION-­-----"' NFORMATION If 2466 1 NEW 8" CONCRETE 1 PAD ABOVE GRADE AHU-1 0 1 N , I ACCESS DOORS ���� I ON THIS SIDE v N oMECI W X 30x72 1 ul N Cl) o �I REF O3 S 350 S 300 - t 1 RHC(10 - i -- — 16xl2 2412 3 I� _ s 30o -- - - UP TO EXISTING RTU 3 R1600 R1600r 16xl0 O S 300 44x18j 1 41 ® O R 3 02 S 300 c„ X CO ' N 21100 CFM E 350 e 1 150 CF - 20xl4' — 1 E 350 1 k28 1 --J 5 1 Q -,; 18x18 1 �- 1 CEO {' ® STAINLESS STEEL a DUCT TO SLOPE BACK TO HOOD N E 300 150 CFM N e 4�3 _ - 14x12 1 1 1_ 6 ago 1 00 i = 1 1 � E 350 1 I \ E 375 1_ 625 CFM N CD 1 � � 2 LEVEL 1 RENOVATION - PHASE 2 - DUCTWORK SCALE: 1 /8" = 1'-0" Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. Al OPEN AIR BREEZEWAY STAIR "C"- f1 - 3 I OFFICESl 1 1 L 1 I EL C. S 200 S 300 � — --I 1 ` 12x12 fi _ 11iETDRAGE MP. 1- _ A 100 11 3 ; EXISTING FIRE 1 1 SPRINKLER RISER -, �4' TO REMAIN i R 200 1 B 100 11 EXISTING CONDFNSFRS TO RF 1 j 26X14 - 122xl3 11 IT-Y ilTOILET l_ '. __ ___ N K r -- O CE OFFICE DISHWASH o �_� -14X12 - TOILET I j WOMEN R.R. ! I I - --_ ME I OFFICE I_ '18x8 �.I - - r i CORRIDOR NEW AHU-1 REBALANCE SCHEDULE SUPPLY 1 RETURN OUTSIDE AIR OLD 15,500 0 15,500 NEW 8,000 0 8,000 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. 4. SEE FLOOR PLAN FOR BY-PASS CONNECTION. (E)AHU-3A REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD 2,989 1,726 1,263 NEW 2,525 1,350 1,175 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. O HVAC KEY NOTES: 0 18"x18" ZERO CLEARANCE FACTORY ASSEMBLED GREASE DUCT WITH 2 LAYERS OF 2 HOUR FIRE WRAP, SLOPE DUCT BACK TO HOOD. EXHAUST RUNS UP TO EF2-2 ON 3RD LEVEL ROOF, SEE ROOF PLAN FOR CONTINUATION. O 8"x8" ZERO CLEARANCE FACTORY ASSEMBLED GREASE DUCT WITH 2 LAYERS OF 2 HOUR FIRE WRAP SLOPE DUCT BACK TO HOOD, EXHAUST RUNS UP TO EF2-3 ON 3RD LEVEL ROOF, SEE ROOF PLAN FOR CONTINUATION. O3 REBALANCE EXISTING AIR DISTRIBUTION DEVICE. 0 NEW KITCHEN HOOD BY OTHERS. BALANCE EXHAUST OUTLET TO 2.100 CFM. 0 OFFSET EXISTING DUCTWORK, CONDUITS, PIPING, LIGHTS ETC. TO ACCOMODATE ROUTING OF NEW DUCTWORK. © PROPOSED HOOD PULL STATION LOCATION. SEE HOOD MANUFACTURER DRAWINGS FOR ADDITIONAL INFORMATION. PULL STATION LOCATION SHALL COMPLY WITH REQUIREMENTS FROM NFPA 17A. RTU-1 REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD 6,155 5,155 1,000 NEW 4,000 3,200 800 NOTES: I 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. VENTILATION TABLE- PHASE 2 ROOM SUPPLY RETURN EXHAUST AREA CEILING REQUIRED DESIGN REQUIRED DESIGN HEIGHT OA AC/HR OA AC/HR AC/HR AC/HR SEVERY 2,625 0 2,725 585 8.5 2.0 1 8.0 10.0 32.9 NOTE: 1.) THE REQUIRED OUTDOOR AIR AND AIR CHANGES ARE PER HEALTH CARE GUIDELINES AND ASHRAE 170 2.) AIR CHANGES PER HOUR = CFM'60/AREA-HEIGHT I\ i ' ,� 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www,rsandh.com RS&H FL Cert. Nos. AAC001886' IB26000956 5620LCC000210 " GB238 &.-T LC ENGINEERING SOLUTIONS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 LISTEN. CREATE., PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 LE E 'Jp��, �.�`��, .� px,. • /yti '. Q'.•��G•E•NSF•.S'p'. Q • ,• i No 71 576 N -5) STATE STATE OF .'4/ 44/ m O R �O N A� N Digitally signed Dy Aamo hn W DN. CN-Aa Johnson. Aaron Johnson O.TLC ENG NOEER NG 90LUTEiON9�C=US 011e: 2020.07 21 07:14:05 04 00' O V z W J U Q U Q REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/2020 2 ADDENDUM NO,1 07/17/2020 I DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 2 - DUCTWORK SHEET ID: M102 PROJECT STATUS: CONSTRUCTION DOCUMENTS 3 4 5 r,• 3 4 5 FBI L 0 75 00 U LU 0 c Y N M A M co 0 O J ry U a 0 L0 0 N O N M N r X Go_ 8x4 8x4 a E Q tI ' - - MP. POT � (� k gLf H WAS - - o LO 8x4.Lc MER - I � J' 100 CFM -- o 28x9 - Ik x 00 N 1 w o _ Fi5�OLER 1 TEMP HEN/ PREP LO EF1 1 I FR&6E -- i � I XI ,CO 10x5 CA " W REBALANCE EXHAUST 1 - UVA FAN TO 300 CFM 8x4= I ! ! DRY STR HI 10x5 IT 8x4 ( � ;, k , L_-- OPEN AIR BREEZEWAY OPEN AIR BREEZEWAY EXISTING ----- �' TRANSFORMERS - CONTRACTOR TO COORDINATE ZL--- 5P -1 CONDENSING UNITS INSTALLATION WITH EQUIPMENT MANUFACTURER. _ - PROVIDE EQUIPMENT SUPPORTS. OFFICE CU SEE STRUCTURAL DRAWINGS FOR -� G w MORE INFORMATION A 150 1C _ k ICU, OUTDOOR AIR CU PROVIDE CA INTAKE 78"x48" INTAKE ON THIS SIDE BOX AND TAP OFF WITH A 54"x24". PROVIDE MANUEL OPEN COURTYARD DAMPER ON THE 54"x24" DUCT. SEE ELEVATION ON i 3 THIS SHEET FOR MORE 1 DIET' INFORMATION a. ..-� 100, IfD 400 DAMPERS TO BE 1 ENGINEERIN - - TIGHTLY CLOSED s` JIECHANICAL f i PROVIDE ACCESS 9 ' C 400 -- e 1 A 1t10 NEW 8" CONCRETE OCONNECT TO DOOR FOR MANUAL PAD ABOVE GRADE - AHU-1 EXISTING 12"x 12" I3 DAMPERS 1 OUTDOOR AIR DUCT 1 i 1 ACCESS DOORS 1`4 4-`� 1 ON THIS SIDE _ __. RHC2 RHC4 M I k 30x72 2452 j<�� 1 C 500 1 C 500 x ra 11 a -- a AHU 3A -. 1 4X 4 0 0 1 cli VFD RHC-3 I 1 X 1 0 1 A 250 112x10 e 6418 R 15 100 CFM 10x8 TRANSFER 9 E 550 B 250 S 300 DUCT 140 - I •'�Ne E 500 S 100 \\\ 16x16 E 500 E 550 �71 11 100 ! �- E 100 I u 1 �34x18 3418 20x12 _1- _ X a E 550 s 1 04 01 2,475 CFM 1 E 550 � Co 2,250 CFM co - , t� 2250CFM 1 00 X - I 150 CFM ' S 375 SERVER': -02 12x10 0 0 1 TRANSFER C 00 HOODS BY OTHER _ U N_ DUCT E 550 E 550 X S 359 E 500 E 550 � ' X 50 E 500 S 400 1 14o - J 20x16 28x16 T 4 - J - 20x8 - 1 FRAEl cli ,X at S 300 C0= S 300 I 0 ! E 550 1 120 - r.�► S 300 - - fi 1 S 300 150 CFM _ x I 22x13 " o / !, •�00it (E)EP41 ® � 75 CFM %TOILET I b ! OFFICE �Dtl-�- -14x12 - S 15075 CFM ~TOILET ILI S 375 U 4 ! WOMEN R.R. S 300 IM ' I OFFICE CF_- 00 150 M I - L , co 1 E 8x8 I 150 1- - - -- - o E CORRIDOR = -_. LEVEL 1 RENOVATION - PHASE 3 - DUCTWORK SCALE: 1/8" = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. GENERAL NOTES: 1. ALL REHEAT COILS SHALL BE ACCESSIBLE THROUGH LAY -IN CEILING. WHERE CEILINGS ARE NOT ACCESIBLE AN ACCESS DOOR SHALL BE PROVIDED. 2. PROVIDE ZERO CLEARANCE ASTM E-2336 LISTED FACTORY BUILT 20 GAGE GALVANIZED SHEET STEEL GREASE DUCT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE LISTING REQUIREMENTS FOR ALL KITCHEN HOOD EXHAUST DUCTWORK. PROVIDE FLAMEBAR BW11/UNIFRAX FYREWRAP WITH 2 HR FIRE RATING (OR APPROVED EQUIVALENT). 3. ALL GREASE DUCTS SHALL SLOPE 1/4" FOR V LENGTH TOWARD HOOD OR GREASE DUCT CLEANOUT, HORIZONTAL DUCT RUNS THAT ARE GREATER THAN 75, SHALL BE SLOPED AT 1" PER 1' LENGTH TOWARD HOOD OR GREASE DUCT CLEANOUT. 4. COORDINATE ALL AHU AND EXHAUST FAN SHUT DOWNS WITH OWNER. PROVIDE MINIMUM TWO WEEKS ADVANCE NOTICE FOR DOWNTIME. 5. TYPE I! HOOD EXHAUST DUCTWORK AND DISHWASH AREA EXHAUST DUCTWORK SHALL BE WELDED STAINLESS STEEL. UPON ACTIVATION OF ANY FIRE-EXTINGUISING SYSTEM FOR A COOKING OPERATION, ALL SOURCES OF FUEL AND ELECTRICAL POWER THAT PRODUCE HEAT TO ALL EQUIPMENT REQUIRING PROTECTION BY THAT SYSTEM SHALL AUTOMATICALLY SHUT-OFF, 0 HVAC KEY NOTES: 34'x26' ZERO CLEARANCE FACTORY ASSEMPLED GREASE DUCT WITH 2 LAYERS OF 2 HOUR FIRE WRAP UP TO EF2-1 ON 3RD LEVEL ROOF. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING CHASE, DUCT TO BE SLOPED BACK TO HOODS. O NEW AHU-3A MOUNTED ON 4" CONCRETE PAD. FIELD COORDINATE NEW DUCTWORK WITH EXISTING FIRE SPRINKLER AND MECHANICAL PIPING. WHERE NECCESSARY REROUTE PIPING TO ACCOMUDATE NEW DUCTWORK. O3 REBALANCE ALL AIR DISTRIBUTION DEVICES ASSOCIATED WITH REPLACEMENT UNIT. ® REBALANCE EXISTING EXHAUST FAN, SEE REBALANCE SCHEDULE FOR MORE INFORMATION. O PROPOSED HOOD PULL STATION LOCATION. SEE HOOD MANUFACTURER DRAWINGS FOR ADDITIONAL INFORMATION. PULL STATION LOCATION SHALL COMPLY WITH REQUIREMENTS FROM NFPA 17A. VENTILATION TABLE- PHASE 3 ,CEILING - II 1 ROOM SUPPLY RETURN EXHAUST AREA REQUIRED DESIGN REQUIRED I DESIGN HEIGHT OA AC/HR OA AC/HR AC/HR AC/HR KITCHEN 8,050 0 9225 2600 9.0 2.0 5.0 10.0 22A SUPER. OFFICE 100 0 100 105 9.0A 0.0 0.0 6.35 DISHWASH 1200 0 1500 740 8.0 0.0 0.0 10.0 15.7 NOTE.- 1.) THE REQUIRED OUTDOOR AIR AND AIR CHANGES ARE PER HEALTH CARE GUIDELINES AND ASHRAE 170 2.) AIR CHANGES PER HOUR = CFM*60/AREA*HEIGHT AHU-4 REBALANCE SCHEDULE E-SUPPLY I -RETURN OUTSIDE AIR OLD 1975 350 1,625 r- NEW 1025 575 450 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. NEW AHU -3A REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD N EW -1550 1,300 250 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. NEW SHEET EF REBALANCE SCHEDULE MARK OLD NEW (E)EF-41 2,075 2,000 NOTES: 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 2, PROVIDE FULL PRE -DEMO AND FINAL REPORT AHU-1 REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD 8,000 8,000 NEW 13,575 13,575 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE, 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. i RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620' LCC000210 " GB238 T LC ENGINEERING 5 0 L L) 11 0 N S 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 QQ'�•�,�G•E•NS���'��• No 71576 N 13 STATE OF ' 44/�Z ca O RyA�\•'oar•��j�`.` o b%N`J.h o '�n°°UAaron Jo ENGINEERIN�SOUONN�SM Date: 202007.2317:5357-0400' w Q O z w J U Q U Q REVISIONS NO. DESCRIPTION DATE REVISION No. 1 ! 06/15/2020 2 ADDENDUM NO. 1 07/17/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 3 - DUCTWORK SHEET ID: M103 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 5 u z v a 2 M102 PROVIDE BALANCING VALVE FOR EACH COIL AREA OF WORK 2 -DISH WASH I1J �Jt_�1(1 LOCKERID {- -fir - - j r. RIT 1 REF 1 r 1 T,EMPKITCHEN/ ICI i - 1 -----, - FREEZER 1 \ , 1 DRY STR OFFICE i I 1 (� 1 OPEN AIR BREEZEWAY Q 1 TI / OPEN AIR BREEZEWAY STAIR "C" I 1 444 ELEC.y 1 i ❑ - L -ffr 1' '! I EXIST 4"CHWR TEMP. EXIST 8"CHWS '� -= 9 !o—EXIST8"CHWS EXIST 2"HHWS �� 1 EXIST 2"HHWR -- EXIST 8"CHWS'i �5 '+ EXIST 8"CHWR ,. �i , AHU-1 2 1/2"HHWS _ 4"CHWS — 2 1/2"HHWR -- p i -_ I j1\ MECHANICAL e WALL OPENING 1 21/2"HHWR L`-11/4"HHWS 4"CHWS 1 1 /4"H H W R 4"CHWR --21/2"HHWS 11/2"HHWS 1 1 1/2"HHWR t RHC-1-►= 1 � 1 i 1 1 1 I 1 1 I1 I.1 i e 1 ,;�' _ 1 iol DIETARY SERVICES T 1 — I SERVERYI 1i®i 1 1-102 i L i -- _- - -� 1 1 i 1 1192-- 1 r-- f - L i 1 0 1 T H 1 � 1 1/2"ST � 1 i - OFFICE 1 1 1 DIETICIAN J�JRY TORg513jjI1_I C1 l 1 1 1 1 1 1 IJ I I 00 T'ST EVS WOMEN R.R. MEN R.R. OFFICE L T ❑ ! fE 1 .. ---------------ter, ; --- CORRIDOR - _q-y_ x_ LEVEL 1 RENOVATION - PHASE 2 - PIPING SCALE. 1/8" = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. E OFFICE 3 EXIST 1 1/2 H EXIST 1 1/2"H RHC-1 SERVERY 1- 102 Il 4 I /0 I / I F ELECTRICAL EXIST 4"CHWR LXIST 8"CHWS / - EXIST 8"CHWS - ��--�' --- - GINEIST NGHWR -T 1 / I 1 � 1 1 (� M C NICAL 1 7-7 --J- LF - A go F11 ------�"'�--- EXIST 8°CHWS 1- 1 1/4"HHWS 1 j1114"HHWR 1 i 21/2"HHWS—o C= , — i 1 2112"HHWR !r ; RHC-2 , EXIST 4"CHWR - ' 1 e�, — AHU-3A I� 1 1 2 1/2"HHWS-j 2 1/2"HHWR-J —2"HHWR ZHC-3— 2"HHWS . � � i 1 L 1 1 ram\ RY C �/ \ OR -L_11 - - ❑ -- JUPERVISOR OFFICE DIETARY SERVICES aril If M, M ❑I i Ell 1 1 1 1 L — CORRIDOR LEVEL 1 RENOVATION -PHASE 3 - MECH PIPING SCALE. J IiNCI-2�1%IJOR Ell Eli f' TOILET 1 1 _ L _ \ _ ; OFFICE DISHVV 1 1 11/2"ST 2 TOILET 1 1000 1 = 1"ST j EVS WOMEN R.R. 1 RI , MEN R.R. 77, 1 - , i C11[ --J CORRIDOR LEVEL 1 RENOVATION - PHASE 1 - DISH PIPING SCALE. 1 /8" = 1'-0" 5 O HVAC DEMO KEY NOTES: 1O REPLACE STEAM PIPING INSIDE DISHWASH ROOM BACK TO BRANCH CONNECTION. PROVIDE NEW 1 1/2" STEAM PIPE AND ROUTE TO NEW DISH WASHER. PROVIDE REQUIRE ISOLATION VALVES AND STEAM TRAP. EXPOSE PIPING SHALL HAVE STAINLESS STEEL JACKET. COORDINATE WITH EQUIPMENT VENDOR. 0 1" STEAM CONDENSATE PIPE SLOPED BACK TO EXISTING CONNECTION. NEW PRV SHALL BE SIZED BASED ON EQUIPMENT REQURIEMENTS (STEAM O3 FLOW AND PRESSURE). PROVIDE ASSOCIATED APPURTENACES (PRESSURE GAUGE, ISOLATION VALVE, STEAM TRAP, PRESSURE RELIEF VAVE) 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cent. Nos. AAC001886 ` IB26000956 5620LCC000210 GB238 ,i,._T LC ENGINEERING SOLUTION o 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 LEE 'Jpy� Q'.•��G•E•NS�•.' '. Q•. .S0 �• No 71576 :�•• STATE OF '•�/ : 0, % cc o �4: O R �•O,. ��. c O Aaron Jo�ifiso� t — N hale: lOt0.O6 Y211-IC'S8.. _•.' O U H z w_ J U Q V Q REVISIONS NO. DESCRIPTION DATE REVISION No. 1 06/15/2020 =- - - DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN -PHASE 2&3- PIPING SHEET ID: M201 PROJECT STATUS: CONSTRUCTION DOCUMENTS E 3 4 v 0 a N 0 U w 2 0 c 0 Ir c 0 U U Y N 2 Q M M D7 Cu U O J expressed written consent of this corporation is prohibited. All rights reserved. M CV CC) IRT O O M CV W 0 O U H Z W_ J U Q U 2 Q IL rn N O O O N O 0) O u expressed written consent of this corporation is prohibited. All rights reserved. CV V7 t0 qt O O O M CV W O U H Z W J V Q V C 1 —- I I I I 2 I 3 I 4 I 5 c4 N V tL I' O O O M N W G O U H Z W J U Q U expressed written consent of this corporation is prohibited. All rights reserved. I 0 a 0' U W 2 O C N C N L U Y N T- IT CO CO l7 O) (0 U O J j N U d of v 0 N O N LO N CO expressed written consent of this corporation is prohibited. All rights reserved. I r I - 1 I 2 I 3 I 4 I 5 A C A SEQUENCE OF OPERATION CONSTANT VOLUME AHU UNIT START/STOP: AHU SHALL BE CONSTANT VOLUME AND MAINTAIN A NEGATIVE PRESSURIZATION RELATIONSHIP BETWEEN KITCHEN AND ADJACENT SPACES. WHEN THE AHU IS INDEXED TO OPERATE BY OPERATOR COMMAND (ANUS SHALL BE PROGRAMMED TO OPERATE CONTINUOUSLY) ALL FIRE/SMOKE DAMPERS ASSOCIATED WITH THE RESPECTIVE AHU SHALL BE SIGNALED TO OPEN. AHU'S SHALL BE SEQUENCED TO OPERATE BASED UPON OCCUPANCY SCHEDULE OF FACILITY. AFTER AN ADJUSTABLE TIME DELAY (SET AT TD RELAY LOCATED IN STARTER/VFD), AND UPON CONFIRMATION THAT SUPPLY FIRE/SMOKE DAMPER HAVE OPENED THROUGH DAMPER POSITION SWITCH, AND ALL SAFETIES AND OPERATING INTERLOCKS HAVE BEEN MET, THE AHU SUPPLY FAN(S) AND ASSOCIATED EXHAUST FANS SHALL START TO OPERATE. ALL SAFETIES AND INTERLOCKS SHALL BE HARDWIRED THROUGH THE VFD AND SHALL BE OPERATIONAL REGARDLESS OF MODE (HAND, OFF, AUTO OR BYPASS).THE SUPPLY AIR FAN(S) SHALL START AT ITS MINIMUM SPEED. FOLLOWING AN OPERATOR ASSIGNED TIME DELAY, THE SUPPLY FAN(S) SPEED SHALL BE MODULATED TO MAINTAIN THE DUCT STATIC PRESSURE SETPOINT. FOR FAN WALL UNITS AND ANY UNITS WITH MULTIPLE FANS, UPON SENSING FAILURE OF ONE FAN, REMAINING FANS SHALL AUTOMATICALLY INCREASE IN SPEED TO MAINTAIN DESIGN AIRFLOW. SEE INTERLOCK SCHEDULE FOR AHU AND EXHAUST FAN INTERLOCKS. TEMPERATURE AND HUMIDITY CONTROL: COOLING COIL DDC CONTROLLER SHALL RECEIVE THE SIGNAL OF AN ELECTRONIC TEMPERATURE TRANSMITTER LOCATED IN THE UNIT COOLING COIL DISCHARGE TO MODULATE THE COIL CHILLED WATER N.O. CONTROL VALVE TO MAINTAIN A CONSTANT LEAVING TEMPERATURE (ADJUSTABLE). AN ADDITIONAL ELECTRONIC TEMPERATURE TRANSMITTER LOCATED IN THE UPSTREAM SIDE OF THE COOLING COIL SHALL MONITOR THE CONDITION. DDC CONTROLLER SHALL RECEIVE THE SIGNAL OF TEMPERATURE SENSORS IN THE CHILLED WATER SUPPLY/RETURN LINES CONNECTING COOLING COIL TO MONITOR THE CONDITIONS. STATIC PRESSURE CONTROL: A HIGH LIMIT STATIC PRESSURE SENSOR BETWEEN THE SUPPLY FAN DISCHARGE AND THE FIRE/SMOKE DAMPER DOWNSTREAM OF THE SUPPLY FAN SHALL PREVENT OVER PRESSURIZATION OF THE SUPPLY DUCTWORK. IF THE DISCHARGE STATIC PRESSURE RISES ABOVE THE SETPOINT AS MEASURED BY HIGH STATIC LIMIT THE AIR HANDLING UNIT SHALL BE DE -ENERGIZED AND AN ALARM INITIATED. AIR HANDLING UNIT SHALL NOT BE ALLOWED TO RUN UNTIL AN OPERATOR MANUALLY RESETS THE SENSOR AT THE UNIT. AHU SHALL AUTOMATICALLY INCREASE/DECREASE IN SPEED WITH FILTER LOADING BASED UPON STATIC PRESSURE SENSOR SETPOINT (AS DETERMINED BY T&B CONTRACTOR) OF SENSOR LOCATED 2/3 DOWNSTREAM OF SUPPLY DUCT RUN. A DIFFERENTIAL PRESSURE TRANSMITTER SHALL MONITOR THE AIR PRESSURE DROP AT THE UNIT'S AIR FILTERS BANK(S). THE DDC CONTROLLER SHALL RECEIVE THE SIGNAL TO ALARM WHEN SETTING FOR FILTER REPLACEMENT IS REACHED. OUTSIDE AIR CONTROL: CONSTANT OA FLOW RATE SHALL BE MAINTAINED TO EACH AHU REGARDLESS OF FAN SPEED OR FILTER LOADING. EBTRON OA FLOW STATION WITH INTEGRAL MODULATING DAMPER SHALL REPORT FLOW RATE TO THE BAS. THE BAS SHALL MODULATE THE OA DAMPER POSITION TO MAINTAIN A CONSTANT OA FLOW RATE. THE DDC CONTROLLER SHALL MODULATE THE OUTSIDE AIR DAMPER INDEPENDENTLY TO MAINTAIN AN OUTSIDE AIR FLOW SETPOINT. UPON AIR HANDLER SHUTDOWN, OA DAMPER SHALL AUTOMATICALLY CLOSE. ZONE REHEAT CONTROL: INDIVIDUAL SPACES/ZONES ARE SERVED BY REHEAT HYDRONIC COILS. ON A RISE IN SPACE/ZONE TEMPERATURE AS MEASURED BY THE SPACE/ZONE THERMOSTAT, DDC CONTROLLER WILL MODULATE REHEAT VALVE CLOSED TO MAINTAIN A CONSTANT SPACE TEMPERATURE. ON A DROP -IN SPACE TEMPERATURE AS MEASURED BY THE SPACE/ZONE THERMOSTAT, DDC CONTROLLER WILL MODULATE REHEAT VALVE OPEN TO MAINTAIN REHEAT COIL DISCHARGE AIR TEMPERATURE SETPOINT AS INDICATED IN SCHEDULE. BUILDING FIRE ALARM: WHEN SYSTEM IS INDEXED TO THE OCCUPIED MODE THE SUPPLY FIRE/SMOKE DAMPER SHALL OPEN AND WHEN IT IS PROVEN BY THEIR END SWITCH THE AHU'S SUPPLY FAN(S) SHALL BE ENERGIZED. UPON THE DETECTION OF SMOKE BY THE SUPPLY SMOKE DUCT DETECTOR THE FIRE ALARM SYSTEM SHALL DE -ENERGIZED THE AIR HANDLING UNIT AND ASSOCIATED GENERAL EXHAUST FANS. WHEN SYSTEM SHUTDOWN IS CONFIRMED, THE FIRE ALARM SYSTEM SHALL CLOSE THE FIRE/SMOKE DAMPERS VIA AN ADDRESSABLE CONTROL RELAY 20 SECONDS MAXIMUM (ADJUSTABLE) AFTER SYSTEM SHUTDOWN SIGNAL OCCUR. SYSTEM SHALL RESET AFTER SMOKE CEASES OR POWER IS REAPPLIED TO THE DAMPER ACTUATOR AND DAMPER SHALL OPEN AND WHEN IT IS PROVEN BY THEIR END SWITCH THE AHU SHALL BE ENERGIZED. UPON SENSING FLOW OF SPRINKLER WATER SERVING ASSOCIATED SMOKE COMPARTMENT, THE FIRE ALARM SYSTEM SHALL DE -ENERGIZED THE AIR HANDLING UNIT AND ASSOCIATED GENERAL EXHAUST FANS. WHEN SYSTEM SHUTDOWN IS CONFIRMED, THE FIRE ALARM SYSTEM SHALL CLOSE THE FIRE/SMOKE DAMPERS VIA AN ADDRESSABLE CONTROL RELAY 20 SECONDS MAXIMUM (ADJUSTABLE) AFTER SYSTEM SHUTDOWN SIGNAL OCCUR. UPON SYSTEM RESET POWER SHALL BE REAPPLIED TO THE DAMPER ACTUATOR AND DAMPER SHALL OPEN AND WHEN IT IS PROVEN BY THEIR END SWITCH THE AHU AND INTERLOCKED GENERAL EXHAUST FANS SHALL BE ENERGIZED. UPON ACTIVATION OF A PULL STATION ALARM, AHU AND INTERLOCKED EXHAUST FANS SHALL NOT BE REQUIRED TO SHUT DOWN. KITCHEN HOODS EXHAUST FANS SHALL CONTINUE TO OPERATE WHEN AHU IS DE -ENERGIZED DURING FIRE ALARM. PER NFPA 96, KITCHEN SHALL BE NO MORE THAN -.02 " W.C. DURING FIRE ALARM. T&B CONTRACTOR SHALL MEASURE AND VERIFY. FIRE/SMOKE DAMPERS SHALL HAVE ELECTRIC ON/OFF ACTUATORS COMPLETE WITH SPRING RETURN SUPPLIED AND INSTALLED BY THE DAMPER MANUFACTURER TO ENSURE PROPER SELECTION AND INTERFACING BETWEEN ACTUATOR AND DAMPER. ACTUATOR SHALL PROVIDE GRADUAL CLOSING AND LOCKING OF DAMPER IN 7 TO 15 SECONDS TO ALLOW DUCT PRESSURE TO EQUALIZE. INSTANTANEOUS CLOSURE IS NOT ACCEPTABLE. ACTUATOR SHALL BE EXTERNALLY MOUNTED, 120 V, 60 HZ, TWO -POSITION, FAIL CLOSE. 0 AIR FLOW MEASURING STATION OUTSIDE AIR DAMPER CAP RETURN DUCT FOR FUTURE FILTER FILTER AIRFLOW MONITORING STATION INTEGRAL TO EACH INDIVIDUAL FAN OF FAN WALL -SEE RTU SCHEDULE FOR QUANTITY OF FANS AI AFM SA DUCT SMOKE DETECTOR —\ HIGH LIMIT STATIC PRESSURE SENSOR HS ON SPACE TS AI END SWITCH Al FIRE DAMPER C N.C. c / NOTE: TS-2 TS-3 OA DAMPER SHALL VFD W/ AI AUTOMATICALLY AI Al Al Al CONTROLLER Al ADJUST TO MAINTAIN DPS-1 DPS-2 TS-5 AI ONE VFD FOR ALL FAN IN FAN WALL SEE RTU CONSTANT OA FLOW FILTER FILTER Al Al CFM AS INDICATED IN SCHEDULE FOR QUANTITY RTU SCHEDULE. OA SECTION SECTION TS-5 L WIRED TO BCS AO FLOW STATION SHALL Al SECONDARY COMM BUS REPORT VALUE TO BAS TO FIRE ALARM SYSTEM (BY OTHERS) DM-1 AND BAS SHALL AO STATIC PRESSURE SENSOR ADJUST DAMPER F/A POSITION. V-11 RELAY INTERLOCK WITH NO CHWR DO RTU STARTERS AND FAN VFD CHWS D0 WIRE TO START WIRE TO C START RTU C ASSOCIATED EXHAUST FANS R_1 R_2 INTERLOCK INTERLOCK RELAY RELAY CONSTANT VOLUME RTU No Scale HOT WATER �— HEATING COIL SUPPLY AIR FROM RTU SUPPLY AIR TO SPACE DTE: ROVIDE 2-WAY VALVES SPACE TEMPERATURE SENSOR W/ LOCAL SETPOINT ADJUSTMENT, DATA -PORT FOR PORTABLE LAPTOP CONNECTION, AND OVERRIDE BUTTON. TS-1 FURNISH ONE SENSOR PER ZONE. CONSTANT VOLUME HOT WATER REHEAT CONTROL 2 No Scale 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 'TLC ENGINEERING S O L U T I O N S® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN, CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 1 SEE Joy''�i • No 71576 _ V_ �-33 ' STATE OF .' 4I/ Z �O CL iF•• .0Rt, CD o_ Aaron Jo�iNson P on ��FEaF ° ° N Da Nt005.21t7-15060000' W G O U H Z W J U Q U a REVISIONS NO. DESCRIPTION I DATE 1 REVISION No. 1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: MECHANICAL CONTROLS SHEET ID: M501 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 n u 5 LI I I I " I I I L 3 I I _' Ilrll l 1 ''ll orm V 4 5 1 C B A 2 a N O N 0 N O N N ELECTRICAL SYMBOL LEGEND BASIC MATERIALS SYMBOL DESCRIPTION Sa SINGLE POLE SWITCH (SUBSCRIPT INDICATES ITEM CONTROLLED) S3 THREE-WAY SWITCH S4 FOUR-WAY SWITCH SP SINGLE POLE SWITCH WITH PILOT LIGHT DUPLEX RECEPTACLE E)-- TWIST LOCK RECEPTACLE T SURGE PROTECTION TYPE (TVSS) DUPLEX RECEPTACLE WITH EACH HALF ON SEPARATE CIRCUIT (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DUPLEX SAFETY RECEPTACLE MOUNT COVERPLATES WITH SPANNER HEAD SCREWS DUPLEX RECEPTACLE WITH TOP HALF SWITCHED SIMPLEX RECEPTACLE (EWC DENOTES ELECTRIC WATER COOLER. COORDINATE WITH EWC EWC INSTALLER FOR MOUNTING HEIGHT) GFI RECEPTACLE MOUNTED ABOVE COUNTER TWO DUPLEX RECEPTACLES WITH COMMON COVER TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED ABOVE COUNTER ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE WITH APPROPRIATE FLANGE. DUPLEX RECEPTACLE NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND ® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED GN GROUND BAR ® CABLE TRAY 0 JUNCTION BOX ❑ CONDUIT SEAL -OFF FITTINGS ED SURGE SUPRESSOR C3 C3 = SERVICE ENTRANCE DEVICE B3 = DISTRIBUTION BOARD DEVICE A3 = PANELBOARD DEVICE ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS © POWER CONNECTION TO EQUIPMENT ® MAGNETIC MOTOR STARTER OR CONTACTOR SIZE AS NOTED EDH-X LE:[t� ELECTRIC DUCT HEATER , MOTOR CONNECTION, NUMBER DENOTES HORSEPOWER VF q VARIABLE FREQUENCY DRIVE ED-D-d DIRECT DIGITAL CONTROL PANEL BASIC MATERIALS CONT. SYMBOL DESCRIPTION -OUP CONDUIT TURNING UP --0DN CONDUIT TURNING DOWN ] CONDUIT STUB -� CONDUIT CONTINUED FLEXIBLE CONDUIT - - - - - EXISTING TO BE REMOVED EXISTING TO REMAIN ik EXISTING AFFECTED BY THIS PROJECT - FUTURE NEW LIGHTING A FIXTURE DESIGNATION CaLED FIXTURE 2 a -LOWER CASE LETTER INDICATES CONTROL CIRCUIT SWITCH LEG CIRCUIT NUMBER LED FIXTURE DIAGONAL SHADING DENOTES TO LIGHT FIXTURE CONNECTED TO CRITICAL BRANCH. 0 LED FIXTURE EXIT LIGHT FIXTURE ® DIRECTION ARROWS AS SHOWN (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) FIRE ALARM/DETECTION SYSTEM F❑ MANUAL PULL STATION ® CEILING SMOKE DETECTOR, PHOTO -ELECTRIC TYPE UNLESS OTHERWISE NOTED DUCT SMOKE DETECTOR ® SUPERVISED CONTROL RELAY COMBINATION AUDIBLENISUAL NOTIFICATION DEVICE CHIMETLASHING "FIRE" LIGHT XXCD CD = CANDELA RATING VISUAL SIGNALING UNIT, WALL MOUNTED (NO AUDIO DEVICE) FA�CP FIRE ALARM CONTROL PANEL GENERAL DEMOLITION NOTES 1. ALL DEVICES SHOWN ON DEMOLITION PLANS ARE EXISTING. REFER TO SYMBOL LEGEND FOR DEVICE DESCRIPTION, 2. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS AND FIELD INVESTIGATION. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID. FIELD CONDITIONS SHALL GOVEN. 3. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL TRANSFORMER KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE Lzi PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE BROUGHT TO THE ® AUTOMATIC TRANSFER SWITCH ATTENTION OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER LO 30AR NON -FUSED DISCONNECT SWITCH, SIZE AS NOTED SHOWN ON THE PLANS OR NOT. NF NF DENOTES NON -FUSED 4. ALL CONDUITS SERVING OTHER SPACES OR FLOORS, THAT LE"AR FUSED DISCONNECT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE �I 20AF DURING CONSTRUCTION, SO AS NOT TO CAUSE ANY AR DENOTES AMP RATING OF SWITCH DISRUPTION TO THESE OTHER SPACES. IT IS THE MCP AF DENOTES AMP FUSE SIZE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE PROJECT AREA SIZE �# OF POLES ARE PROPERLY SUPPORTED AND PROVIDED WITH BONDING L�30/3 COMBINATION MAGNETIC MOTOR STARTER, BUSHING IN ACCORDANCE WITH THE NATIONAL ELECTRIC 0 3R \_ SIZE AS NOTED, 3 POLE UNLESS OTHERWISE NOTED CODE. 5. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE ENCLOSURE NEMA 1 UNLESS NOTED DISPOSED OR TURNED OVER TO THE OWNER AT THE NEMA STARTER SIZE OWNER'S DISCRETION. ^ BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, 6. THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR SURFACE MOUNTED PHASING WORK AS REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECURAL PHASING PLAN. BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, TEMPORARY ELECTRICAL SERVICES (POWER,LIGHTING, FLUSH MOUNTED NURSE CALL, FIRE ALARM, ETC) SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN e BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, ACTIVE. IF FIRE ALARM SYSTEM CANNOT BE MAINTAINED IN SURFACE MOUNTED THE CONSTRUCITON AREA, A FIRE WATCH SHALL BE PROVIDED. BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, 7, UNLESS OTHERWISE NOTED, ALL EQUIPMENT, WIRING FLUSH MOUNTED DEVICES, LIGHT FIXTURES, CONDUIT AND WIRE IN THE BRANCH CIRCUIT CONDUIT CONCEALED ABOVE PROJECT AREA SHALL BE REMOVED. THE CONTRACTOR CEILING OR IN WALL. CONDUIT SHALL INCLUDE SHALL INVESTIGATE THE PROJECT AREA PRIOR TO BID TO PHASE, NEUTRAL AND GROUND CONDUCTORS DETERMINE ALL REQUIRED DEMOLITION. AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). 8. CONTRACTOR SHALL PROVIDE MEANS OF AUTOMATIC BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, SMOKE DETECTION VIA INSTALLED SMOKE DETECTORS �\ CONNECTED TO THE FACITLITY FIRE ALARMS SYSTEM FOR UNDERGROUND OR UNDER FLOOR. COVERAGE DURING NON -OCCUPIED PERIODS WITHIN THE CONSTRUCTION AREA, IF DESIRED, A DOCUMENTED FIRE BRANCH CIRCUIT CONDUIT EXPOSED WATCH OF THE ENTIRE AREA PERFORMED IN INCREMENTS NO GREATER THAN ONE HOUR MAY BE PERFORED CIF- GROUND OR GROUND ROD AS NOTED PROVIDED THAT IT IS DOCUMENTED IN FULL ACCORDANCE WITH NPFA 72. COORDINATE ACTIVITY IN FIELD WITH �'-C CRITICAL BRANCH CONDUIT GENERAL CONTRACTOR. L LIFE SAFETY BRANCH CONDUIT 9. "ETR" DENOTES EXISTING ELECTRICAL DEVICE TO REMAIN. �EQ_� EQUIPMENT BRANCH CONDUIT NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. GENERAL NOTES 1. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 2. RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE COUNTER RECEPTACLES SHALL BE MOUNTED T ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. 3. THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND ESSENTIAL ELECTRICAL SYSTEM PANELBOARDS SERVING THE SAME PATIENT VICINITY SHALL BE BONDED TOGETHER WITH AN INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 10. 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110. B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. 5. CRITICAL AND LIFE SAFETY LIGHT SWITCHES SHALL BE ROUTED IN CONDUIT AND BOXES OTHER THAN THAT FOR THE NORMAL BRANCH. ESSENTIAL SYSTEM SWITCHES SHALL BE RED IN COLOR. 6. PATIENT CARE AREAS SHALL BE PROVIDED WITH GROUNDING IN ACCORDANCE WITH NEC 517. 7. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE - RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. 8. NON-METALLIC RACEWAYS SHALL NOT BE USED TO SERVE ANY PATIENT CARE SPACE. ALL WIRING SHALL BE MECHANICALLY PROTECTED BY INSTALLATION IN METALLIC RACEWAYS. 9. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. 10. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP, 11. THE NUMBER OF ARROWHEADS ON THE HOMERUNS DENOTES THE NUMBER OF CIRCUITS, 12. ALL NEW AND EXISTING PANELS AFFECTED BY THIS PROJECT SHALL BE PROVIDED WITH A NEW TYPE WRITTEN DIRECTORY. CODES 1. LIFE SAFETY CODE - NFPA 101(2015). 2. NATIONAL ELECTRICAL CODE - NFPA 70 (2014). 3. NATIONAL FIRE PROTECTION ASSOCIATION 72 (2013); NATIONAL FIRE ALARM & SIGNALING CODE. 4. NATIONAL FIRE PROTECTION ASSOCIATION 99 (2015). HEALTH CARE FACILITIES 5. BUILDING CODE: FLORIDA BUILDING CODE (2017 6TH EDITION). 6. FGI - GUIDELINES FOR DESIGN & CONSTRUCTION OF THE HEALTH CARE FACILITIES. (2014) ELECTRICAL DRAWING INDEX SHEET DESCRIPTION ISSUED E300 LEVEL 1 RENOVATION PLAN - FIRE ALARM E001 GENERAL INFORMATION - ELECTRICAL Yes E002 ELECTRICAL ONE -LINE DIAGRAM Yes ED101 LEVEL 1 DEMOLITION PLAN - PHASE 1 - POWER Yes ED102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - POWER Yes E101 LEVEL 1 RENOVATION PLAN - PHASE 1 - POWER Yes Ell 02 LEVEL 1 RENOVATION PLAN - PHASE 2 - POWER Yes E103 LEVEL 1 RENOVATION PLAN - PHASE 3 - POWER Yes E201 LEVEL 1 RENOVATION PLAN - PHASE 1 - LIGHTING Yes E202 LEVEL 1 RENOVATION PLAN - PHASE 2 - LIGHTING Yes E203 LEVEL 1 RENOVATION PLAN - PHASE 3 - LIGHTING Yes E301 ELECTRICAL DETAILS Yes E401 PANEL SCHEDULES Yes 1 DIVISION 26 SPECIFICATIONS 1. THE WORK REQUIRED UNDER THIS DIVISION SHALL INCLUDE ALL MATERIALS, LABOR, TOOLS, EQUIPMENT, TRANSPORTATION, INSURANCE, TEMPORARY PROTECTION, TEMPORARY LIGHTING, SUPERVISION AND INCIDENTAL ITEMS ESSENTIAL FOR PROPER INSTALLATION AND OPERATION EVEN THOUGH NOT SPECIFICALLY MENTIONED OR INDICATED BUT WHICH ARE USUALLY PROVIDED OR ARE ESSENTIAL FOR PROPER INSTALLATION AND OPERATION OF ALL ELECTRICAL SYSTEMS THE ELECTRICAL SYSTEM REQUIRED UNDER THIS DIVISION CONSISTS BASICALLY OF, BUT IS NOT LIMITED TO THE FOLLOWING: LIGHTING SYSTEM, POWER SYSTEM, ALARM SYSTEM, POWER DISTRIBUTION, EQUIPMENT CONNECTIONS, ACCESS PANELS, EMPTY CONDUIT SYSTEMS AND ALL REQUIRED WIRING. 2. GIVE ALL NOTICES, FILE ALL PLANS, PAY ALL FEES, OBTAIN ALL PERMITS, ALL LICENSES, INSPECTIONS, RE -INSPECTIONS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION. INCLUDE ALL FEES IN THE BID 3. A. SPECIAL ATTENTION IS CALLED TO THE FACT THAT WORK INVOLVED IS IN CONNECTION WITH EXISTING BUILDINGS WHICH REMAIN IN OPERATION WHILE WORK IS BEING PERFORMED. WORK MUST BED NE IN ACCORDANCE WITH THE PRIORITY SCHEDUL E. SCHEDULE WORK FOR A MINIMUM OUTAGE TO OWNER. CONTRACTOR SHALL CLOSELY COORDINATE WITH THE HOSPITAL PRIOR TO COMMENCING WORK AND DURING CONSTRUCTION FOR POWER AND/OR SYSTEM OUTAGES AS WELL AS GENERAL REQUIREMENTS. RECEIVE WRITTEN ACCEPTANCE FROM THE OWNER NO LATER THAN 7 DAYS IN ADVANCE OF ALL POWER OUTAGES. CONTRACTOR SHALL WORK DURING OFF HOURS (EVENINGS & WEEKENDS) WHEN DEEMED NECESSARY BY THE HOSPITAL. PROTECT EXISTING BUILDINGS AND EQUIPMENT DURING CONSTRUCTION. B. CONTRACTOR SHALL VERIFY IF THERE IS ANY PIPING, FIXTURES OR OTHER ITEMS IN THE EXISTING BUILDING WHICH MUST BE REMOVED OR RELOCATED IN ORDER TO PERFORM THE ALTERATION WORK. BID SHALL INCLUDE ALL REMOVAL AND RELOCATION REQUIRED FOR COMPLETION OF THE ALTERATIONS AND THE NEW CONSTRUCTION. C. ALL EXISTING/NEW CONDUIT AND CABLES WITHIN THE AREA OF RENOVATION SHALL BE PROVIDED WITH PROPER SUPPORTS. D. ALL EXISTING ELECTRICAL WHICH IS DESIGNATED FOR REWORKING OR REQUIRES RELOCATION, REPAIR OR ADJUSTMENT SHALL CONFORM TO ALL APPLICABLE CODES AND SHALL BE TREATED AS NEW WORK COMPLYING TO ALL PARTS OF THIS SPECIFICATION. E. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PROGRAMMING FOR CONNECTION TO EXISTING SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE ALARM AND NURSE CALL. 4. ALL MATERIALS SHALL BE NEW AND FREE OF DEFECTS, AND SHALL BE U.L. LISTED, BEAR THE U.L. LABEL OR BE LABELED OR LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY. WHERE NO LABELING OR LISTING SERVICE IS AVAILABLE FOR CERTAIN TYPES OF EQUIPMENT, TEST DATA SHALL BE SUBMITTED TO PROVE TO THE ENGINEER THAT EQUIPMENT MEETS OR EXCEEDS AVAILABLE STANDARDS. AFTER TEST DATA IS SUBMITTED AND TENTATIVELY APPROVED, THE CONTRACTOR SHALL PAY FOR ANY REQUIRED FIELD LLISTING AND/OR CORRECTIVE WORK REQUIRED BY THE FIELD LISTING INSPECTOR IF ALLOWED BY THE AHJ. 5. PROVIDE SHOP DRAWING SUBMITTALS TO THE ARCHITECT/ENGINEER FOR APPROVAL FOR ALL MATERIAL PROVIDED UNDER THIS DIVISION. EQUIPMENT SHALL NOT BE ORDERED PRIOR TO APPROVAL FROM THE ARCHITECT/ENGINEER. 6. COORDINATION STUDY: ALL PANELBOARD AND CIRCUIT BREAKERS SHALL MATCH THE EXISTING TYPE, AIC RATING, AND MANUFACTURER. ANY DISCREPANCIES OR CONFLICTS IN THE SPECIFIED EQUIPMENT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER DURING BID FOR FORMAL CLARIFICATION. 7. PROVIDE AND INSTALL ALL ELECTRICAL SYSTEMS AND ANY NECESSARY ACCESSORIES AS PER NEC AND LOCAL CODES WHETHER SPECIFIED HEREIN OR SHOWN ON DRAWINGS OR NOT. THE CONTENT OF THESE SPECIFICATIONS (DIVISION 26) AND CONTRACT DOCUMENTS IN GENERAL ONLY REFERS TO WORK REQUIRED ABOVE AND BEYOND THE REQUIREMENTS OF THE NEC AND LOCAL CODES. 8. DRAWINGS ARE DIAGRAMMATIC. COORDINATE FINAL EQUIPMENT LOCATIONS WITH GOVERNING ARCHITECTURAL AND STRUCTURAL DRAWINGS. LAY OUT BEFORE INSTALLATION SO THAT ALL TRADES MAY INSTALL EQUIPMENT IN SPACES AVAILABLE. PROVIDE COORDINATION AS REQUIRED FOR INSTALLATION IN A NEAT AND WORKMANLIKE MANNER. 9. CHECK SITE AND EXISTING CONDITIONS THOROUGHLY BEFORE BIDDING. ADVISE ENGINEER OF DISCREPANCIES OR QUESTIONS NOTED. WHERE EXISTING CONDITIONS ARE DISCOVERED WHICH ARE NOT IN COMPLIANCE WITH THE CODES AND STANDARDS, THE CONTRACTOR SHALL SUBMIT PROPERDOCUMENTATION TO THE ARCHITECT FOR CLARIFICATION AND CORRECTIVE WORK DIRECTION. EXISTING CONDITIONS SHALL NOT REMAIN WHICH WILL CREATE A DISAPPROVAL OF THE RENOVATED AREA. 10. ALL EXISTING CONDUIT AND CABLE PENETRATIONS SHALL BE PROPERLY FIRE TREATED PER CODE AND SPECIFICATION REQUIREMENTS. THE CONTRACTOR SHALL THOROUGHLY INSPECT ALL EXISTING LOCATIONS AND INCLUDE THE COST OF PATCHING AND REPAIR IN HIS PROPOSED CONSTRUCTION COST. 11. REMOVED A 12. PROVIDE ALL REQUIRED COORDINATION AND SUPERVISION WHERE WORK CONNECTS TO OR IS AFFECTED BY WORK OF OTHERS, AND COMPLY WITH ALL REQUIREMENTS AFFECTING THIS DIVISION. 13. SUITABLY PROTECT ALL EQUIPMENT FURNISHED UNDER THIS DIVISION DURING CONSTRUCTION. RESTORE ALL DAMAGED SURFACES AND ITEMS TO "LIKE NEW" CONDITION BEFORE A REQUEST FOR SUBSTANTIAL COMPLETION INSPECTION. 14. THE WORK REQUIRED UNDER THIS DIVISION SHALL INCLUDE A ONE-YEAR GUARANTEE. THIS GUARANTEE SHALL BE BY THE CONTRACTOR TO THE OWNER FOR ANY DEFECTIVE WORKMANSHIP OR MATERIAL WHICH HAS BEEN FURNISHED UNDER THIS CONTRACT AT NO COST TO THE OWNER FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE SYSTEM. THIS GUARANTEE SHALL NOT INCLUDE LAMPS IN SERVICE. THE PROVISIONS OF GUARANTEE TO THE OWNER AT THE "DEMONSTRATION OF COMPLETED AFTER ONE MONTH FROM DATE OF SUBSTANTIAL COMPLETION OF THE SYSTEM." 15. PERFORM VERIFICATION WORK AS REQUIRED TO SHOW THAT THE SYSTEM IS OPERATING CORRECTLY IN ACCORDANCE WITH CONTRACT DOCUMENTS AND MANUFACTURER'S LITERATURE. ALL VERIFICATION SHALL BE DONE AFTER 3-DAY FULL OPERATIONAL PERIOD. ALL WORK ON THE SYSTEM SHALL BE COMPLETED, AND ALL FORMS AND OTHER INFORMATION SHALL BE SUBMITTED FOR APPROVAL ONE WEEK BEFORE THE REQUEST FOR FINAL INSPECTION OF THE BUILDING. 16. WHERE THE REQUIREMENTS OF ANOTHER DIVISION, SECTION, OR PART OF THESE SPECIFICATIONS EXCEED THE REQUIREMENTS OF THIS DIVISION, THOSE REQUIREMENTS SHALL GOVERN. 17. THE ENTIRE INSTALLATION SHALL BE IN HOT DIPPED RIGID GALVANIZED CONDUIT, OR ELECTRIC METALLIC TUBING, UNLESS SPECIFICALLY NOTED OTHERWISE. RIGID METAL GALVANIZED CONDUIT SHALL BE USED IN ALL DAMP OR WET LOCATIONS OR WHERE SUBJECT TO MECHANICAL DAMAGE. ELECTRIC METALLIC TUBING SHALL HAVE STEEL COMPRESSION TYPE COUPLINGS AND BE USED INSIDE OF BUILDINGS AND ONLY IN DRY AREAS WHERE NOT EXPOSED TO MECHANICAL DAMAGE. MINIMUM CONDUIT SIZE FOR ALL SYSTEMS SHALL BE 3/4". PROVIDE INSULATED BUSHINGS AT ENDS OF ALL CONDUITS. ALL CONDUITS AND BACKBOXES SHALL BE COLOR CODED TO MATCH EXISTING HOSPITAL STANDARDS. SUPPORT CONDUIT IN ACCORDANCE WITH THE NEC. LISTED WHIPS FOR LIGHTING FIXTURES SHALL BE ALLOWED NO LONGER THAN 64' IN LENGTH. 18. BRANCH CIRCUIT AND FEEDER CONDUCTORS FOR ELECTRIC POWER SHALL BE COPPER TYPE THHNITHWN INSULATION FOR BRANCH CIRCUITS AND THWN INSULATION FOR FEEDERS, UNLESS SPECIFICALLY NOTED OTHERWISE. SIZES #12 AND SMALLER SHALL BE SOLID, #10 AND LARGER STRANDED. NO ALUMINUM WIRING SHALL BE PERMITTED. ALL WIRE SHALL BE SIZE SHOWN ON THE DRAWINGS. IF NO SIZE IS SHOWN, WIRE SHALL BE MINIMUM NO. 12, EXCEPT THAT BRANCH "HOMERUNS" OVER 50 FT. IN LENGTH SHALL BE MINIMUM NO. 10. WIRE IN VICINITY OF HEAT -PRODUCING EQUIPMENT SHALL BE TYPE XHHW INSULATION. ALL WIRING SHALL BE MANUFACTURED IN THE USA. WIRING SHALL BE COLOR CODED ACCORDING TO EXISTING HOSPITAL STANDARDS. USE OF MULTI -WIRE BRANCH CIRCUIT CONFIGURATIONS ARE NOT PERMITTED. ALL BRANCH CIRCUITS SPECIFIED SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR EACH SIZED TO MATCH THE CORRESPONDING PHASE CONDUCTORS FOR THE BRANCH CIRCUIT. 19. EACH THREE-PHASE CIRCUIT SHALL BE RUN IN A SEPARATE CONDUIT UNLESS OTHERWISE SHOWN ON THE DRAWINGS. CONDUIT SHALL NOT BE INSTALLED EXPOSED UNLESS OTHERWISE NOTED. WHERE CIRCUITS ARE SHOWN AS "HOME -RUNS" ALL NECESSARY FITTINGS AND BOXES SHALL BE PROVIDED FOR A COMPLETE RACEWAY INSTALLATION. NEUTRAL CONDUCTORS SHALL NOT BE SHARED BETWEEN CIRCTUITS AND THEREFORE ALL CIRCUITS REQUIRING A NEUTRAL CONDUCTOR SHALL EACH RECIEVE A DEDICATED NEUTRAL SIZED TO MATCH THE CORRESPONDING PHASE CONDUCTORS. 20. OUTLET BOXES SHALL BE ONE PIECE OR PROJECTION WELDED, GALVANIZED STAMPED STEEL FOR GANG SIZES REQUIRED. SECTIONAL BOXES ARE NOT ACCEPTABLE. BOXES SHALL BE 4" SQUARE AND 1-1/2" DEEP GENERALLY. LARGER BOXES SHALL BE USED AS REQUIRED BY CODE. 21. ALL RECEPTACLES SHALL BE 20 AMP HOSPITAL GRADE, STANDARD DUPLEX GROUNDING TYPE. SWITCHES SHALL BE SPECIFICATION GRADE, 20 AMP, 120/277 VOLT AND SHALL BE OF THE SILENT OPERATING TYPE. GFCI RECEPTACLES SHALL BE HOSPITAL GRADE, UL RATED CLASS A, GROUP 1. COVER PLATES SHALL BE STAINLESS STEEL FINISHED. ALL WIRING DEVICE COVER PLATES INCLUDING BUT NOT LIMITED TO RECEPTACLES AND SWITCHES SHALL BE ENGRAVED WITH THE BRANCH CIRCUIT IDENTIFICATION AS REQUIRED (I.E. "PANELNAME"-"CIRCUIT NUMBER"). COVERPLATES SHALL BE STAINLESS STEEL WITH BLACK INFILLED LETTERS FOR NORMAL BRANCH AND RED INFILLED LETTERS FOR EMERGENCY BRANCHES. RECEPTACLES AND SWITCHES SHALL HAVE IVORY FINISH FOR NORMAL BRANCH DEVICES AND RED FINISH FOR CRITICAL BRANCH DEVICES. APPROVED MANUFACTURER: PASS & SEYMOUR, LEVITON, HUBBELL 22. ALL EQUIPMENT SHALL BE FIRMLY MOUNTED USING APPROVED HANGERS ATTACHED TO STRUCTURAL PORTIONS OF THE BUILDING. SUPPORTING WITH TIE WIRE IS PROHIBITED. LIGHT FIXTURES RECESSED IN CEILINGS SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE INDEPENDENT OF THE CEILING SYSTEM. 23. IN GENERAL, ALL ELECTRICAL EQUIPMENT (METALLIC CONDUIT, MOTOR FRAMES, PANELBOARDS, ETC.) SHALL BE BONDED TOGETHER WITH A GREEN INSULATED COPPER SYSTEM GROUNDING CONDUCTOR IN ACCORDANCE WITH SPECIFIC RULES OF ARTICLE 250 OF THE N.E.C. BONDING CONDUCTOR THROUGH THE RACEWAY SYSTEM SHALL BE CONTINUOUS FROM EACH WIRING DEVICE OR EQUIPMENT TO PANEL GROUND BAR OF EACH PANELBOARD. PROVIDE GROUND BAR BOLTED TO THE CAN OF EXISTING PANELS WITHOUT A GROUND BAR. ALL RACEWAYS SHALL HAVE AN INSULATED COPPER SYSTEM GROUND CONDUCTOR THROUGHOUT THE ENTIRE LENGTH OF CIRCUIT INSTALLED WITHIN CONDUIT PER NEC 517.13. GROUNDING CONDUCTOR SHALL BE INCLUDED IN TOTAL FILL IN DETERMINING CONDUIT SIZES, EVEN THOUGH NOT INCLUDED OR SHOWN ON DRAWINGS. 24. A. MOLDED CASE CIRCUIT BREAKERS: ALL PANELBOARD BRANCH CIRCUIT BREAKERS SHALL BE BOLT -ON THERMAL -MAGNETIC MOLDED CASE TYPE. BREAKERS SHALL BE 1, 2 OR 3 POLE WITH AN INTEGRAL CROSSBAR TO ASSURE SIMULTANEOUS OPENING OF ALL POLES IN MULTI -POLE CIRCUIT BREAKERS. BREAKERS SHALL HAVE AN OVERCENTER,TRIP-FREE,TOGGLE-TYPE OPERATING MECHANISM WITH QUICK - MAKE, QUICK -BREAK ACTION AND ACTIVE HANDLE INDICATION. HANDLES SHALL HAVE "ON", "OFF", AND "TRIPPED" POSITIONS. BOLT -ON CIRCUIT BREAKERS SHALL BE ABLE TO BE INSTALLED IN THE PANELBOARD WITHOUT REQUIRING ADDITIONAL MOUNTING HARDWARE. 120/208 VOLT CIRCUIT BREAKERS SHALL HAVE INTERRUPTING RATINGS A MINIMUM OF 10,000 RMS SYMMETRICAL AMPERES AT 240VAC. 277/480 VOLT CIRCUIT BREAKERS SHALL HAVE INTERRUPTING RATINGS A MINIMUM OF 18,000 RMS SYMMETRICAL AMPERES AT 600VAC. 25. RECORD DRAWINGSAT THE COMPLETION OF WORK, CONTRACTOR SHALL PROVIDE TWO SETS OF RECORD "AS -BUILT" DRAWINGS IN ACCORDANCE WITH DIVISION 1, SHOWING THE ACTUAL LOCATION OF ALL EQUIPMENT INSTALLED INCLUDING UNDERGROUND CONDUITS AND JUNCTION BOXES. 26. CONTRACTOR SHALL CLOSELY COORDINATE WITH THE HOSPITAL PRIOR TO COMMENCING WORK AND DURING CONSTRUCTION FOR POWER AND/OR SYSTEM OUTAGES AS WELL AS GENERAL REQUIREMENTS. A SEVEN (7) DAY NOTICE SHALL BE GIVEN FOR ALL POWER OUTAGES. CONTRACTOR SHALL WORK DURING OFF HOURS (EVENINGS & WEEKENDS) WHEN DEEMED NECESSARY BY THE HOSPITAL. 27. GROUND TESTINGCONTRACTOR SHALL PERFORM A COMPLETE EQUIPOTENTIAL GROUND TEST IN ACCORDANCE WITH NFPA 99 UPON THE COMPLETION OF ALL BRANCH CIRCUITS TO THE PANELS SPECIFIED. GROUND TEST SHALL BE IN A TYPED WRITTEN FORMAT FOR ISSUANCE TO AHCA AT THE 100% INSPECTION. TEST SHALL BE PERFORMED IN ALL AFFECTED PATIENT -CARE AREAS. 28. COLOR CODING COLOR CODE ALL POWER AND LIGHTING CABLE. COLOR CODE THE WIRE BY USING COLORED PLASTIC TAPE, PAINTING THE ENDS ACCESSIBLE AT JUNCTION OR PULL BOXES, OR OTHER METHOD ACCEPTABLE TO THE ENGINEER. USE THE FOLLOWING CHART AS APPLICABLE; 120/208 277/480 CONDUCTOR VOLTS CONDUCTOR VOLTS PHASE A BLACK PHASE A BROWN PHASE B RED PHASE B ORANGE PHASE C BLUE PHASE C YELLOW NEUTRAL WHITE NEUTRAL GRAY EQUIRGROUND GREEN EQUIRGROUND GREEN 29. COLOR CODING OF RACEWAYS/BOXES: ALL BOXES AND ENCLOSURES SHALL BE MARKED SO AS TO BE READILY IDENTIFIED AS PART OF THE SYSTEM FOR WITH IT SERVES. CONDUIT AND BOXES, INCLUDING BACK BOXES. PANELS, ETC. SHALL BE SPOT PAINTED. CONDUITS SHALL BE IDENTIFIED TO WITHIN 6" OF THE BOX OR ENCLOSURE. PROVIDE SPOT PAINTING BANDS AT ALL CONDUIT COUPLING LOCATIONS OR EVERY 10'-0" WHICHEVER IS LESS ALONG WITHIN 6" OF EACH SIDE OF WALLS AND FLOOR THAT THE CONDUIT PENETRATES. THE FOLLOWING COLOR CODES SHALL BE USED UNLESS OTHERWISE REQUIRED TO MATCH EXISTING COLOR CODING; BLACK: NORMAL BROWN: MISCELLANEOUS COMMUNICATIONS PURPLE: ESSENTIAL DISTRIBUTION BLUE: TELEPHONEICOMPUTER YELLOW: LIFE SAFETY BRANCH WHITE: NURSE CALL ORANGE: CRITICAL BRANCH LIGHT PINK: TV GREEN: EQUIPMENT BRANCH GREY: PAGING RED: FIRE ALARM BRANCH BEIGE: PHYSIOLOGICAL MONITORING 30. EQUIPMENT IDENTIFICATION: LOCATIONS: PROVIDE NAMEPLATES FOR EACH UNIT OF THE FOLLOWING CATEGORIES OF ELECTRICAL WORK: A. SWITCHBOARD, PANELBOARDS, ELECTRICAL CABINETS AND ENCLOSURES. (1) PROVIDE A NAMEPLATE OUTSIDE ABOVE THE DOOR (IF EQUIPPED WITH ONE) LISTING ITS DESIGNATION, BRANCH, VOLTAGE AND CIRCUIT NUMBER. (2) PROVIDE AN ENGRAVED PHENOLIC PLASTIC LAMINATE NAMEPLATE: (NORMAL BRANCH: BLACK W/WHITE LETTTERS) (CRITICAL BRANCH: ORANGE WNVHITE LETTTERS) (EQUIPMENT BRANCH: GREEN W/WHITE LETTTERS) (LIFE SAFETY BRANCH: YELLOW W/WHITE LETTTERS) (3) NAMEPLATE SIZE SHALL MATCH EXISTING. B. ACCESS PANEUDOORS TO ELECTRICAL FACILITIES. C. MOTOR STARTERS. D. ALL WIRING DEVICE'S COVERPLATES INCLUDING BUT NOT LIMITED TO RECEPTACLES AND SWITCHES SHALL BE REPLACED WITH NEW 302 STAINLESS STEEL COVERPLATES, AND ENGRAVED IN BLACK FOR NORMAL AND RED FOR EMERGENCY BRANCHES WITH THE BRANCH CIRCUIT IDENTIFICATIONS AS REQUIRED (I.E. "PANELNAME" - CIRCUIT NUMBER"). E. ALL EXIT LIGHTS TO HAVE LABELS MADE (WHITE W/RED LETTERS) AND INSTALLED ON CANOPY OF FIXTURE WITH PANELNAME - CIRCUIT NUMBER. F. ALL AUTOMATIC DOOR CONTROLLERS TO HAVE LABELS MADE (WHITE W/RED LETTERS) AND INSTALLED BY DOOR CONTROL ENCLOSURE (LOCATED BELOW THE CEILING) WITH PANELNAME - CIRCUIT NUMBER. RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 � 'TLC ENGINEERING S0LUT10NSo 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 %%%GOPHER 1111111,OI., %%�QN�'•\C•E•NS• 119 ��. z' : •F•'•.'p V' No 66504 STATE OF ' 44/� IJy "gigged by CHRIS OPH JO'HAR C)DP!'i `Cyf�l � •'t�, O OU1� 172 48 0013D07, O_ O=TLG! rQQ��ji� ONS, C=US M Date:202 .Q�Qgp�jlt 4'00' N G O V F- Z W J V U REVISIONS NO. DESCRIPTION DATE 1 REVISION 1 06/15/2020 2 ADDENDUM NO.1 07/17/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: CVO DRAWN BY: MA DESIGNED BY: MA PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION - ELECTRICAL SHEET ID: E001 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. 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All rights reserved. 1 11 1 1 1 i II I I I. 2 3 4 5 n C 0 r_1 2 a v M a N O N SPECIFICATIONS FIRE PROTECTION LEGEND 210100 - AUTOMATIC SPRINKLERS SYSTEMS SYMBOL DESCRIPTION 100- GENERAL PROVISIONS 0(9 OR 0a - CONTROL VALVE wlTAMPER SWITCH D4 - U/G GATE VALVE 1.1 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING FIRE PROTECTION SYSTEM. O - FIRE VALVE CABINET 1.2 CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, - NEW SPRINKLER PIPING FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, AND 24 AND ALL LOCAL CODES HAVING JURISDICTION. - - EXISTING SPRINKLER PIPING 1.3 PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT SPECIFICATIONS AND NFPA 1963, 1998 REVISION. - DEMOLISHED SPRINKLER PIPING 2 1/2" 1.4 UUFM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE - PIPE SIZE APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE PROTECTION SERVICE. 21/2" 1.5 LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF FLORIDA o -PIPE SIZE AND LENGTH CERTIFIED FIRE PROTECTION CONTRACTOR. ��- - CONTROL VALVE W/ TAMPER SWITCH 1.6 ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER. 1.7 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE =04 - 2-1/2" FIRE DEPARTMENT VALVE W/ CAP AND CHAIN EXECUTION OF THIS WORK. 1.8 CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT - HYDRAULIC REMOTE AREA ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1.9 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR -KEYNOTE MATERIAL. ® - HYDRAULIC REFERENCE NODE 1.10 PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES, ELEVATIONS, Q - REVISION REFERENCE HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS AND OTHER INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF e - CONNECT TO THE MOST HYDRAULICALLY -REMOTE AREAS OF THE PROJECT. INDICATE HYDRAULIC REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH Q - DEMO TO TABULAR AND GRAPHICAL FORMATS. HYDRAULIC IMBALANCE SHALL NOT EXCEED 0.01 GPM AT ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED 20 FEET PER SECOND. DEMONSTRATE COMPLIANCE WITH THE REQUIREMENTS OF NFPA-13 REGARDING DENSITY, AREA OF APPLICATION, SELECTION OF HYDRAULICALLY -REMOTE AREAS, AND MAXIMUM COVERAGE PER SPRINKLER. 1.11 COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING, AND BUILDING STRUCTURE. 2.00 - BASIC MATERIALS AND METHODS 2.1 GENERAL: ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE USED FOR FIRE PROTECTION PIPING UNLESS SPECIFICALLY INDICATED OTHERWISE. ALL PIPING MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CCR) OF 1.0 OR GREATER. 2.2 PIPE: 2 INCH OR SMALLER PIPE, AND ALL THREADED PIPING SHALL BE BLACK STEEL, SCHEDULE NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 40, ASTM A-53. 2-1/2 INCH AND LARGER PIPE MAY BE BLACK STEEL, SCHEDULE 10, ASTM A-135. 2.3 FITTINGS: SCHEDULE 40 BLACK STEEL PIPE SHALL BE JOINED BY MECHANICAL COUPLINGS, THREADED OR WELDED FITTINGS; SCHEDULE 10 BLACK STEEL PIPE SHALL BE JOINED BY ROLLED GROOVE COUPLINGS OR WELDED FITTINGS ONLY. WELDED BRANCH CONNECTIONS WHICH ARE AT LEAST 2 NOMINAL PIPE SIZES SMALLER THAN THE MAINS ARE PERMITTED. THREADED FITTINGS ARE ACCEPTABLE ONLY FOR PIPING 2 INCHES AND SMALLER. 2.4 HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-13. 2.5 SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING TILES FOR SUSPENDED CEILING APPLICATIONS. 2.6 SPRINKLER CAGE GUARD: PROVIDE HEAD GUARDS ON ALL HEADS IN ELECTRICAL ROOMS AND ON ALL HEADS LESS THAN T-0" ABOVE FINISHED FLOOR. 2.7 GAUGES: PROVIDE GAUGES AND GAUGE VALVES AS REQUIRED BY NFPA 13. GAUGE SCALE SHALL BE 0-300 PSI UNLESS OTHERWISE INDICATED. 2.8 ACCESS PANELS: PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON - ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 2.9 HYDROSTATIC TESTS: ABOVE GROUND AND BELOW GROUND PIPING SYSTEMS SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE, OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS. THE TEST PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE SPRINKLER PIPING SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE SYSTEM. 3.00 - FIRE PROTECTION VALVES AND ACCESSORIES 3.1 QUICK -RESPONSE UPRIGHT SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH UPRIGHT DEFLECTORS FOR INSTALLATION ABOVE THE BRANCH LINE WITH BRASS FINISH - CENTRAL GB-QR OR VIKING MICROFAST MODEL M. 3.2 QUICK RESPONSE SEMI -RECESSED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH CHROME - PLATED FINISH - CENTRAL GB-QR OR VIKING MICROFAST MODEL M WITH MODEL F-1 ESCUTCHEON. 3.3 QUICK -RESPONSE CONCEALED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH WHITE FINISH - VIKING "MIRAGE" ONLY GENERAL FIRE PROTECTION NOTES FOR FLORIDA HEALTHCARE PROJECTS STAGE III : THE WATER -BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH NFPA 13-2013, FLORIDA ADMINISTRATIVE CODE 61 G15-32, AND THE STATE OF FLORIDA AGENCY FOR HEALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS: 1. THESE DRAWINGS REPRESENT A COMPLETE SPRINKLER DESIGN AS REQUIRED FOR REVIEW BY AHCA FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH ASSOCIATED HYDRAULIC CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND ARE THE COMPLETE ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61 G15-32.003 AND-32.004. 2. SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND OTHER AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED USE AND PROPOSED PROTECTION OF THE BUILDING PURSUANT TO FLORIDA ADMINISTRATIVE CODE 61G15-32.003 (8) AND AS OUTLINED IN NFPA 13 - 22.1 AS PRELIMINARY PLANS TO PROVIDE A CLEAR REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN CONCEPT, THE PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION INFORMATION PERTINENT TO THE SYSTEM LAYOUT AND DETAILING. 3. IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.004 (4), INSOFAR AS ADDITIONAL INFORMATION IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED, TLC IS RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS AND SOUND ENGINEERING PRINCIPLES. 4. SHOP DRAWINGS SHALL BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION SUB- CONTRACTOR AS FOLLOWS: A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITH THE FIRE PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS OR WORKING PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.002 AND NFPA 13 CHAPTER 22 FOR TLC REVIEW. B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND COMPLIANCE WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61 G1 5 AND NFPA 13. C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION FROM THE DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE PLANS), THE FIRE PROTECTION SUBCONTRACTOR SHALL REIMBURSE TLC ENGINEERING FOR ALL ENGINEERING FEES REQUIRED TO REVISE THE ENGINEERING DOCUMENTS AND FOR RESUBMISSION TO AHCA AND OTHER AHJ'S. D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS SHALL BE PROVIDED FOR AHJ REVIEW AS REQUIRED FOR PERMITS. 3.4 SPRINKLER CAGE GUARD: PROVIDE SPRINKLER HEAD OPEN -WIRE CAGE GUARD TO PROTECT HEADS FROM INJURY. CAGE WIRE SHALL BE CADMIUM -PLATED STEEL - CENTRAL SPRINKLER GUARD A-1 OR VIKING MODEL A-1 SPRINKLER GUARD. 3.5 BUTTERFLY TYPE ISOLATION, 2-1/2 INCH AND LARGER: ISOLATION VALVES 2-1/2 INCH AND LARGER SHALL BE CAST IRON BODY BUTTERFLY VALVES WITH THE VALVE SIZE, PRESSURE RATING, MANUFACTURER AND "UL" AND "FM" CAST INTO THE BODY. VALVE SHALL HAVE BRONZE OR CAST IRON DISC, NEOPRENE DISC LINER, CAST IRON HANDWHEEL WITH DISC POSITION INDICATOR, INTEGRAL TAMPER SWITCH, 175 PSIG CWP WORKING PRESSURE, 350 PSIG CWP TEST PRESSURE, AND FLANGED OR GROOVED CONNECTIONS - GRINNELL 8000 FP OR EQUAL. SYMBOL ORIFICE po 1/2" 1/2" 3.6 ISOLATION VALVE TAMPER SWITCH: PROVIDE AN ELECTRONIC SUPERVISORY OR TAMPER SWITCH ON EACH ISOLATION VALVE IN THE SPRINKLER SYSTEM. UNIT SHALL HAVE A RED 39 1/2" TAMPER -PROOF COVER WHICH WILL ACTIVATE AN ALARM OR TROUBLE SIGNAL WHEN ADJUSTED. PROVIDE UNIT WITH SINGLE -POLE, NORMALLY CLOSED MICROSWITCH, MOUNTING BRACKET, AND NON-RESETTABLE LOCK WITH REMOVABLE RESET KEY - SIMPLEX 2097-9035. 0 1/2" 0286' 1/2" 3.7 FLOW SWITCH: PROVIDE AN ELECTRIC FLOW SWITCH WHERE INDICATED OR REQUIRED. FLOW SHALL BE SENSED BY AN IMMERSION PADDLE, WITH AN ADJUSTABLE RETARD SETTING FROM 0 TO 70 SECONDS TO MINIMIZE FALSE ALARMS. FLOW SWITCH SHALL HAVE 2 SEPARATE SINGLE POLE, DOUBLE THROW MICROSWITCHES TO ACTIVATE A FLOW ALARM, OR TO INDICATE A TROUBLE SIGNAL IF THE FLOW SWITCH HOUSING IS TAMPERED. FLOW ALARM SHALL BE AUTOMATICALLY RESETTING. PROVIDE CLAMP -ON HOUSING TO SECURE UNIT TO PIPE, OR THREADED CONNECTION FOR TEE FITTING - POTTER ELECTRIC SIGNAL CO. VSR-S. 3.8 INSPECTOR'S TEST AND DRAIN: TEST AND DRAIN SHALL BE PROVIDED WITH INTEGRAL SIGHT GLASS, INTEGRAL 1/2 INCH TEST ORIFICE AND POSITIVE POSITIONING OF HANDLE FOR OFF, TEST AND DRAIN OPERATIONS - G/J INNOVATIONS, INC "SURE -TEST' OR AGF MANUFACTURING, INC. "TESTDRAIN". TEMP RESPONSE K-FACTOR 155' F QUICK 5.6 155' F -- -- 155° F QUICK 5.6 155' F QUICK 5.6 2860 F QUICK 5.6 FIRE PROTECTION DESIGN CRITERIA THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BY ACHA FOR STAGE III CONSTRUCTION DOCUMENTS. THE LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61G15-32.003 AND-32.004. ENTIRE BUILDING (EXCEPT AS NOTED): OCCUPANCY CLASSIFICATION: LIGHT HAZARD SYSTEM TYPE: WET PIPE DESIGN DENSITY: .10 GPM/SQ. FT. HYDRAULIC REMOTE AREA: 1,500 SQ. FT. SPRINKLER ORIFICE SIZE: 1/2" DURATION OF SUPPLY: 30 MIN. MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SQ. FT. HOSE STREAM ALLOWANCE: 100 GPM UNLESS OTHERWISE NOTED ALL STORAGE MECHANICAL AND ELECTRICAL ROOMS: OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I SYSTEM TYPE: WET PIPE DESIGN DENSITY: .15 GPM/SQ. FT. HYDRAULIC REMOTE AREA: 1,500 SQ. FT. SPRINKLER ORIFICE SIZE: 1/2" DURATION OF SUPPLY: 60-90 MIN. MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ, FT. HOSE STREAM ALLOWANCE: 250 GPM DESIGN CRITERIA: DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE. 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION 2. FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017) FIRE SPRINKLER: THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 22, OF NFPA 13 - 2013 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CONTRACTOR'S SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS AND MATERIAL DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY HAVING JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. WATER SUPPLY DATA: THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE REQUIRED FOR HYDRAULIC CALCULATIONS. FLORIDA ADMINISTRATIVE CODE CHAPTER 61 G15-32 NOTES a. THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN. b. THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2013 EDITION; THE FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) AND ALL LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. c. AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE LOCATED ON THE CONTRACT DOCUMENTS. d. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. e. SEE SITE PLAN FOR THE CHARACTERISTICS WATER SUPPLY PIPING. f. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE A HYDRANT FLOW TEST AND PERFORM HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS). g. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE THE ALARM CIRCUIT. h. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC. i. ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER PURVEYORS REQUIREMENTS. j. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L. LISTED AND FM APPROVED. FIRE SPRINKLER LEGEND FINISH MODEL BRASS G5-56 -- EXISTING BRASS F1FR BRASS F1FR BRASS F1FR STYLE PLATE MFG CONCEALED WHITE RELIABLE PENDENT -- EXISTING UPRIGHT HEAD GUARD RELIABLE UPRIGHT NONE RELIABLE UPRIGHT NONE RELIABLE GENERAL NOTES 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND ALL APPLICABLE STATE CODES. 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY INSTALLATION. 4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION WITH OTHER TRADES. 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE. 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE LISTING OF THE SPRINKLER. 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT AS REQUIRED. 9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT MAKES THE JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE FIRE PROOFING. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. 12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM. 13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 481, WIDE AND SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. 14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. 15. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN T-0" ABOVE THE FLOOR. 16. IF 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". 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL COST. 18. SPRINKLERS IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200OF SPRINKLERS PER NFPA 13. 19. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. 20. PROVIDE A TEMPORARY STANDPIPE SYSTEM WITH FIRE DEPARTMENT CONNECTIONS DURING CONSTRUCTION. FIRE SPRINKLER CONSTRUCTION CONSIDERATIONS THE EXISTING FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE DURING THE CONSTRUCTION AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM. ONCE THE NEW SYSTEM IS INSTALLED, CONNECTED TO THE WATER SOURCE, IS TESTED AND ACCEPTED BY THE AHJ THE EXISTING SYSTEM CAN BE DEMOLISHED. THE BUILDING SHALL NOT BE WITH OUT FIRE SPRINKLER PROTECTION AT ANY TIME DURING CONSTRUCTION EXCEPT FOR THE TIME OF CONNECTING THE NEW SYSTEM AND DISCONNECTING THE EXISTING SYSTEM. PROVIDE 72 HOUR NOTICE TO THE OWNER PRIOR TO SYSTEM SHUT DOWNS. COORDINATION WITH THE OWNER PRIOR TO SHUT DOWN OF THE EXISTING FIRE SPRINKLER SYSTEM IS REQUIRED TO IMPLEMENT OTHER MEANS OF FIRE SAFETY FOR THE BUILDING. TEMPORARY FIRE PROTECTION: PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. FIRE PROTECTION DRAWING INDEX SHEET DESCRIPTION ISSUED FP001 GENERAL INFORMATION - FIRE PROTECTION Yes FP101 NEW FLOOR PLAN - PHASE 1 - FIRE PROTECTION Yes FP102 NEW FLOOR PLAN - PHASE 2 - FIRE PROTECTION Yes FP103 NEW FLOOR PLAN - PHASE 3 - FIRE PROTECTION Yes 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ,&:-T LC ENGI-NEE-RING S0LUTi0NS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 C Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Aaron Lee Johnson, P.E. Florida License #71576 �_E E iN, e. GENS •� 2 No 71576 STATE OF :•44/� :O'• <v: �� ,� •..c�\�,�. oc Co Aaron JoROQ ��a „z,a,sSF">��FE� <>.« o - 5 C, "ale. 2020 W 22 17:14 34 00UJ 0 O U Ih Z w J U Q U 2 Q REVISIONS NO. DESCRIPTION I DATE 1 REVISION No. 1 06/15/2020 DATE ISSUED: 03/20/2020 REVIEWED BY: ALJ DRAWN BY: JLL DESIGNED BY: JLL PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION - FIRE PROTECTION SHEET ID: FP001 PROJECT STATUS: CONSTRUCTION DOCUMENTS CD Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 v 0 a d to ODI 0 d W LL O C N C N s U Y N S Q M t� M m U O J j O expressed written consent of this corporation is prohibited. All rights reserved. M expressed written consent of this corporation is prohibited. All rights reserved. V- A N CO IRT O O r M N W 0 O U F- Z W J U Q U 2 Q 41� ■ IN — 1 _P ij _ d4 A111 i'}l }i��} I!}�CR1RI4lIA M N O d' O O O c'M N W 0 O U N Z W J U Q U Q expressed written consent of this corporation is prohibited. All rights reserved. 1 I 2 I 3 I 4 TECHNOLOGY SYSTEMS SYMBOL LEGEND 1 'l 1. III I 5 RS&H tui 0 C L•' A 2 IL BASIC MATERIALS SYMBOL DESCRIPTION OJ JUNCTION BOX FLOOR MOUNTED JUNCTION BOX PEDESTAL MOUNTED JUNCTION BOX _ EXISTING CONDUIT ABOVE HARD CEILING BETWEEN CEILING BOXES CONDUIT CONCEALED ABOVE CEILING OR IN WALL _ CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR - - - - - - CONDUIT EXPOSED -Q CONDUIT TURNING UP -� CONDUIT TURNING DOWN CONDUIT STUB CONDUIT CONTINUED FLEXIBLE CONDUIT GROUND OR GROUND ROD AS NOTED O SLEEVE TURNING UP SLEEVE TURNING DOWN _ _ _ _ _ EXISTING TO BE REMOVED EXISTING TO REMAIN EXISTING AFFECTED BY THIS PROJECT __________ FUTURE NEW COMMUNICATIONS CABLE TRAY FOR HORIZONTAL CABLING. DIMENSIONS SHOWN ON DRAWINGS. [] RATED WALL PENETRATION SEE FLOOR PLAN AND DETAILS FOR QUANTITY AND TYPE. SECURITY SYSTEM SYMBOL DESCRIPTION FIX FIXED CCTV CAMERA FD� DOOR POSITION SWITCH CR SECURITY SYSTEM SYMBOL DESCRIPTION FIX FIXED CCTV CAMERA FD� DOOR POSITION SWITCH CR CARD READER CK COMBINED CARD READER/KEYPAD KP KEYPAD EL ELECTRIC LATCH. EM ELECTRIC MORTISE LOCK ES ELECTRIC STRIKE. ML MAGNETIC LOCK DE DELAYED EGRESS DM DELAYED EGRESS MAGNETIC LOCK DOOR RELEASE BUTTON �O REX OR ADA DOOR OPEN BUTTON O IS MI 0 DURESS BUTTON INTERCOM SUBSTATION WITH CAMERA MASTER INTERCOM STATION W/ D MONITOR & REMOTE DOOR RELEASE BUTTONS REQUEST TO EXIT MOTION SENSOR ASSOCIATED DOOR DETAIL REFERENCE CCTV MONITOR SYMBOL C X N 44 W F1 44 S1 ELV *WAP QD VOICE & DATA SYSTEM DESCRIPTION MOUNTING 2" ABOVE COUNTER OR BACK SPLASH X = MOUNTING (F)LUSH, (S)URFACE, (M)ODULAR FURNITURE ADAPTER (P)OLE, (R)ACEWAY, (D)OUBLE GANG FLUSH, (PD) PEDESTAL, (H)EADWALL N = # OF CAT 6 JACKS COMMUNICATIONS "INFORMATION OUTLET" MOUNTED AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. MODULE AND FACEPLATE DESCRIPTIONS, SEE DETAIL SHEETS. WALL TELEPHONE OUTLET. MOUNTED AT 52" ABOVE FINISHED FLOOR TO THE BOTTOM OF THE BOX. SEE DETAIL SHEETS. WALL TELEPHONE OUTLET FOR TELEPHONE ELEVATOR MACHINE ROOM. (S)URFACE MOUNTED AT 52" ABOVE FINISHED FLOOR. WIRELESS ACCESS POINT OUTLET. SEE DETAIL SHEETS FOR MOUNTING DETAILS. QUANTITY AND LOCATIONS ARE APPROXIMATE, CONTRACTOR TO COORDINATE WITH WLAN VENDOR ACTUAL QUANTITY AND LOCATIONS BASED ON SIGNAL SURVEY. SIGNAL SURVEY BY WLAN VENDOR. BISCUIT JACK OUTLET MOUNTED ABOVE CEILING. APPROXIMATE LOCATION OF CORNING ONE DAS ANTENNA, + 2 FEET ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR INSTALLED. APPROXIMATE LOCATION OF PUBLIC SAFETY LEGACY DAS ANTENNA, + 2 FEET, ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR INSTALLED. COMBINED VOICE/DATA/POWER OUTLET IN POKE-THRU. CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 16. "N" IS THE NUMBER OF CAT 6 JACKS. COMBINED VOICE/DATA/AUDIO/VISUAUPOWER OUTLET IN POKE- THRU. CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 16. N IS THE NUMBER OF CAT 6 JACKS, SEE AV DETAILS FOR AV CONNECTION REQUIREMENTS. TELEVISION OUTLET - FLUSH MOUNTED. (1) COAX RG-6 AND (1) CAT6 UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL. TELEVISION OUTLET - CEILING MOUNTED. (1) COAX RG-6 AND (1) CAT6 UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL. 3/4" PLYWOOD BACKBOARD. BY DIVISION 16 F T -19" EQUIPMENT RACK L__ -1 TELECOMM PANEL NOTES: 1. CONTRACTOR TO REMOVE ALL EXISTING LOW VOLTAGE CABLES NOT TO BE REUSED. E.G. ALL EXISTING UTP 4 PAIR CABLES. NO ABANDONED CABLES SHALL BE LEFT IN THE PROJECT AREA 2. OUTLET QUANTITY AND CONFIGURATION SHALL BE PER THESE DRAWINGS. FOR LOCATION RELATIVE TO CASE WORK AND EQUIPMENT REFER TO ARCHITECTURAL ELEVATIONS. 3. WIRE ACCESS POINTS (WAP) SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE STRUCTURED CABLING CONTRACTOR. PAGING AND BACKGROUND MUSIC SYSTEM SOCEILING MOUNTED SPEAKER - X-Y X-Y: X DENOTES FLOOR Y DENOTES SUBZONE WALL MOUNTED SPEAKER - X-Y X-Y: X DENOTES FLOOR Y DENOTES SUBZONE VC CEILING SPEAKER VOLUME CONTROL NOTES: 1. AUDIO/VISUAL DEVICES AND EQUIPMENT ARE SHOWN FOR REFERENCE ONLY AND WILL BE PROVIDED BY THE OWNER. 2. THE RACEWAY SYSTEMS NOTED FOR THE AV EQUIPMENT INSTALLATION SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND INSTALLED PER DIVISION 27 SPECIFICATIONS. 3. SPEAKERS AND CABLING SHALL BE PROVIDED BY THE STRUCTURED CABLING CONTRACTOR. TECHNOLOGY NOTES 1. PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 2. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110, COORDINATE EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES. 3. IF AN OUTLET BOX IS REQUIRED TO BE LOCATED IN AN ASSEMBLY OR PARTITION RATED AS "FIRE/SMOKE" OR "SMOKE" OR IDENTIFIED AS EITHER "FIRE/SMOKE" OR "SMOKE", THEN ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. THE OUTLET BOX SHALL BE METALLIC. B. THE OUTLET BOX OPENINGS SHALL OCCUR ONLY ON ONE SIDE OF THE FRAMING SPACE. C. THE OUTLET BOX OPENINGS SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN THE OUTLET BOX AND THE WALL BOARD MATERIAL SHALL BE COMPLETELY SEALED WITH APPROVED MATERIALS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS FOR THE PROJECT. E. PROVIDE A SUPPLEMENTAL BARRIER AROUND OUTLETS LARGER THAN 16 INCHES SO THAT THE ORIGINAL RATING OF THE PENETRATION IS MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE OUTLET BOX SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. THE OUTLET BOX SHALL BE SEPARATED FROM OPENINGS ON THE OPPOSITE SIDE OF THE RATED PARTITION BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. H. THE OUTLET BOX SHALL BE SECURELY FASTENED TO A PARTITION FRAMING MEMBER BY MEANS OF AN APPROVED ATTACHMENT METHOD. I. OPENINGS CUT INTO THE WALL BOARD MATERIAL SHALL NOT EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. 4. LOCATION OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE EXACT EQUIPMENT LOCATION AND CONNECTION REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO INSTALLATION. 5. FOR EXACT LOCATION OF CEILING MOUNTED EQUIPMENT REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. LOCATIONS OF EQUIPMENT NOT INCLUDED ON THE REFLECTED CEILING PLAN SHALL BE COORDINATED WITH THOSE ITEMS SHOWN. COORDINATION OF CEILING MOUNTED EQUIPMENT SHALL BE PRIOR TO ANY ROUGH -IN. NOTIFY ENGINEER OF ANY DISCREPANCY. 6. PROVIDE FINAL CONNECTIONS TO OWNER -PROVIDED EQUIPMENT WHERE INDICATED ON THE PLAN DRAWINGS 7. PRIOR TO ROUGH -IN AND INSTALLATION OF ANY FLOOR -MOUNTED DEVICE, VERIFY LOCATION WITH THE OWNER AND ARCHITECT. 8. VERIFY AND COORDINATE THE LOCATION OF REQUIRED DIVISION 27 OUTLETS WITH OTHER TRADE DRAWINGS AND OWNER PROVIDED EQUIPMENT. VOICE/DATA OUTLETS SHALL BE ADJACENT TO AN ELECTRICAL OUTLET. 9. EACH TELEVISION OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1) ONE INCH CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING OR TO AN ACCESSIBLE CABLE TRAY WHERE PROVIDED. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE AS PER SPECIFICATION SECTION 270528. 10. THE DESIGNATION "N.I.C." SHALL DENOTE ITEMS, WHICH ARE "NOT IN CONTRACT". 11. THE DESIGNATION "U.S.C." SHALL DENOTE ITEMS, WHICH ARE "UNDER SEPARATE CONTRACT'. 12. THE DESIGNATION "F.B.O." SHALL DENOTE ITEMS, WHICH ARE "FURNISHED BY OTHERS". 13. THE DESIGNATION "O.F.E." SHALL DENOTE ITEMS, WHICH ARE "OWNER FURNISHED EQUIPMENT". 14. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION FOR THE INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. RACEWAY INSTALLATION SHALL COMPLY WITH DIVISION 27 SPECIFICATIONS. 15. THE SYMBOL LEGEND SHOWN ON THIS SHEET ARE ALL INCLUSIVE, SYMBOLS INCLUDED IN THE LEGENDS MAY OR MAY NOT BE USED IN THESE PROJECT DRAWINGS. 16. EACH VOICE/DATA OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1) V CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE PER SPECIFICATIONS SECTIONS 270528. 17. EACH FLOOR MOUNTED VOICE/DATA OUTLET SHALL HAVE A SINGLE GANG SPACE WITHIN THE FLOOR BOX AND (NUMBER OF V CONDUITS SHOWN ON THE DRAWINGS)1" CONDUITS CONCEALED IN SLAB STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE PER SPECIFICATIONS SECTIONS 270528. 18. ALL BONDING AND GROUNDING ELEMENTS UTILIZED FOR STRUCTURED CABLING SYSTEM SHALL BE IN COMPLIANCE WITH SPECIFICATION SECTION 270526. 19. INSTALLATION OF CATEGORY 6 UTP CABLE, COAX CABLE AND FIBER OPTICS CABLE SHALL BE IN COMPLIANCE WITH SPECIFICATION SECTION 271000. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL LOST. 20. FOR SPACES WITH HARD CEILING PROVIDE CONDUIT FROM THE JUNCTION BOX SHALL BE CONTINUOUS TO THE CORRIDOR CABLE TRAY, OPERATING ROOMS FOR EXAMPLE. 21. STRUCTURED CABLING FOR VOICE/DATA SERVICES WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL CONTRACTOR. 22. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 CABLING SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR WITH THE EXCEPTION OF INCIDENTAL SLEEVES AND THE RACKS AND LADDER RACK WITHIN THE TELECOMMUNICATIONS ROOM. THESE RACEWAY SYSTEMS SHALL BE INSTALLED PER DIVISION 27 SPECIFICATIONS. SECURITY NOTES 1. ALL DOUBLE DOORS ARE TO RECEIVE (1) DOOR POSITION SWITCH ON EACH DOOR LEAF AND SHALL REPORT AS ONE ALARM POINT. 2. ALL 120V POWER WIRING SHALL BE INSTALLED IN A SEPARATE CONDUIT. 3. ALL CONDUIT ABOVE GRADE SHALL BE METALLIC. 4. ALL CONDUIT, WIRING, AND ASSOCIATED BACK BOXES SHALL BE FULLY CONCEALED WITHIN WALLS, FLOORS, AND CEILINGS. 5. INSTALLATION OF CATEGORY 6 UTP CABLE SHALL BE IN ACCORDANCE WITH EIA/TIA GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR. A. THE MAXIMUM PULLING TENSION SHALL NOT EXCEED 25 POUNDS TO AVOID STRETCHING THE CONDUCTORS. B. THE MINIMUM BENDING RADIUS OF THE CABLE SHALL NOT BE LESS THAN 4X THE OUTSIDE DIAMETER OF THE CABLE. C. THE CABLE SHALL BE INSTALLED WITHOUT KINKS OR TWISTS AND THE APPLICATION OF CABLE TIES SHALL NOT DEFORM THE CABLE BUNDLE. D. STRIP BACK ONLY AS MUCH CABLE JACKET AS IS REQUIRED TO TERMINATE THE CABLE AND THE AMOUNT OF UNTWISTING IN A PAIR AS A RESULT OF THE TERMINATION SHALL NOT EXCEED 0.5 IN. 6. INSTALLATION OF FIBER OPTIC CABLES SHALL BE IN ACCORDANCE WITH EIA/TIA GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR. A. THE BEND RADIUS FOR INTRABUILDING 2 AND 4-FIBER HORIZONTAL OPTICAL FIBER CABLE SHALL NOT BE LESS THAN 1 IN UNDER NO-LOAD CONDITIONS. WHEN UNDER A MAXIMUM TENSILE LOAD OF 50 LBF, THE BEND RADIUS SHALL NOT BE LESS THAN 2 IN. B. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE LESS THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE CABLE OUTSIDE DIAMETER UNDER NO-LOAD CONDITIONS AND NOT LESS THAN 15 TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS UNDER TENSILE LOAD. C. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE LESS THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE CABLE OUTSIDE DIAMETER NO-LOAD CONDITIONS AND NOT LESS THAN 20 TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS UNDER A TENSILE LOAD UP TO THE RATING OF THE CABLE, USUALLY 600 LBF. 7. COORDINATE LOCATION OF ALL FIRE RATED PENETRATIONS PRIOR TO PROCEEDING WITH INSTALLATION. ALL PENETRATIONS THROUGH FIRE RATED BARRIERS SHALL BE COMPLETELY SEALED WITH APPROPRIATE FIRE STOP MATERIAL IN ACCORDANCE WITH NFPA AND FIRE AUTHORITY HAVING JURISDICTION. 8. ALL SECURITY PRODUCTS AND SYSTEMS SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY 9. ALL INTERCOM PRODUCTS SHALL BE LISTED BY A NATIONALLY RECOGNIZED LISTING LABORATORY. 10, ACCESS CONTROL EQUIPMENT AND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL CONTRACTOR. 11. CCTV CAMERAS AND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL CONTRACTOR. 12. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION FOR THE INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. RACEWAY INSTALLATION SHALL COMPLY WITH DIVISION 27 SPECIFICATIONS. TECHNOLOGY DRAWING INDEX SHEET DESCRIPTION ISSUED T001 GENERAL INFORMATION - TECHNOLOGY Yes TD101 LEVEL 1 DEMOLITION PLAN - PHASE 1 - TECHNOLOGY Yes TD102 LEVEL 1 DEMOLITION PLAN - PHASE 2 - TECHNOLOGY Yes T101 LEVEL 1 RENOVATION PLAN - PHASE 1 - TECHNOLOGY Yes T102 LEVEL 1 RENOVATION PLAN - PHASE 2 - TECHNOLOGY Yes T103 LEVEL 1 RENOVATION PLAN - PHASE 3 - TECHNOLOGY Yes T201 TECHNOLOGY - DETAILS Yes T202 TECHNOLOGY - DETAILS Yes 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620LCC000210' GB238 `'TLC ENGINEERING S0LUT10NS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 �`\O?•Rf �` HE 5� O V' No 66504 -33 STATE OF �441 cc litally ey�r*�Fg H,RIST 1@F{E0_.$HARA o : CN=C�j EN C) TLC ENGIN �ii/� � COW NS C US N te: 2020.06.22 10:38:34-04'00' 111,j IO 0 0 H Z w J U Q U Q REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/20 DATE ISSUED: 03/20/2020 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION TECHNOLOGY SHEET ID: T001 Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. I' 3 5 PROJECT STATUS: CONSTRUCTION DOCUMENTS l 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620LCC000210' GB238 `'TLC ENGINEERING S0LUT10NS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 0 Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 �`\O?•Rf �` HE 5� O V' No 66504 -33 STATE OF �441 cc litally ey�r*�Fg H,RIST 1@F{E0_.$HARA o : CN=C�j EN C) TLC ENGIN �ii/� � COW NS C US N te: 2020.06.22 10:38:34-04'00' 111,j IO 0 0 H Z w J U Q U Q REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/20 DATE ISSUED: 03/20/2020 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION TECHNOLOGY SHEET ID: T001 Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. I' 3 5 PROJECT STATUS: CONSTRUCTION DOCUMENTS l 1 I 2 3 I 4 I 5 C 1 A Q NOTE: THIS IS PARTIAL PLAN OF MECHANICAL AND TOOLS SHOP LOCATED EAST OF BAKERY OPEN COURTYARD I _ I 1 -9 IV I� 1 1 1 -=� I LOCKER i jll 1 r �--� __1- 1 J_— .,.L_ _J 1 �k;-- ;J I ��1� REF a L_ -_J 1 I BAKERY icr.�i -- �—_-- ��llllIr AREA OF WORK •--•� �� — —71 I`� I 1 X IFRP,EEZER _J - I j I CART - 1 WAsI DRY STR i! i OFFICE 1 �,1011 - _ - 6 - - ---- OPEN AIR BREEZEWAY OPEN AIR BREEZEWAY _ I -- — -- �— -- — -- - ji II i I ELECTRICAL A I i MECHANICAL REF REF t STAIR C X� I OFFICE I i 1 1 `-1X11 11X11X11XIIXI IX Li IX11 IIX11X11XI I X I I��I V_ � Y.,.�,IL�uL..Y. I\/I TEMP—� LJ / \ - I- %I STORAGE I ^--�^,'.'tST.--.�----^*r�tll u!'' � ^e' � �ei.,•,i ,I�-".'Ti'.s` �a.!� Wit-- i MECHANICAL � � I 1 -j DIETARY SERVICES 1 - - --� a ---' -- - 11 I J 4 P DI HW�SH I '� l� L RC6OM I -.1 I �7 {�--1177-7-7 'TI 1 I III �J i _ 9 =E IL 0 _ _ I I i CORRIDOR FRE I OFFICE IIYH, _ =17 1 loll 0� GENERAL DEMOLITION NOTES: 1. DURING THE EXECUTION OF THE WORK, ALL REQUIRED RELOCATION, REROUTING, ETC., OF EXISTING CABLING, EQUIPMENT AND SYSTEMS IN THE EXISTING BUILDING AREAS WHERE THE WORK IS REQUIRED, SHALL BE PERFORMED BY THE CONTRACTOR, AS REQUIRED BY JOB CONDITIONS TO FACILITATE THE INSTALLATION OF THE NEW SYSTEMS. THE OWNER SHALL REQUIRE CONTINUOUS OPERATION OF THE EXISTING SYSTEMS. WHILE DEMOLITION. RELOCATION WORK OR NEW TIE-INS ARE PERFORMED. 2. PRIOR TO ANY DEACTIVATION AND RELOCATION OR DEMOLITION WORK, ARRANGE A CONFERENCE WITH ARCHITECT AND THE OWNER'S REPRESENTATIVE IN THE FIELD TO INSPECT EACH OF THE ITEMS TO BE DEACTIVATED.. REMOVED OR RELOCATED. CARE SHALL BE TAKEN TO PROTECT ALL EQUIPMENT DESIGNATION TO BE RELOCATED AND REUSED OR TO REMAIN IN OPERATION AND BE INTEGRATED WITH THE NEW SYSTEMS. 3. ALL DEACTIVATION, RELOCATION, AND TEMPORARY TIE-INS SHALL BE PROVIDED BY THE CONTRACTOR. ALL DEMOLITION, REMOVAL AND THE LEGAL DISPOSAL OF DEMOLISHED MATERIALS OF SYSTEM DESIGNATED TO BE DEMOLISHED SHALL BE PROVIDED BY THE CONTRACTOR. 4. ALL EXISTING VOICE/DATA CABLES AND CONNECTING HARDWARE NOT TO BE USED AFTER THE NEW INSTALLATION IS COMPLETE AND WITHIN THE AREAS WHERE WORK IS REQUIRED AS PART OF THE PROJECT SHALL BE REMOVED BY THE SCS CONTRACTOR. ALL EXISTING CABLES TO BE LEFT FOR FUTURE USE IF INDICATED BY THE OWNER SHALL BE TAGGED FOR THAT PURPOSE, 5, THE OWNER RESERVES THE RIGHT TO INSPECT THE MATERIAL SCHEDULED FOR REMOVAL AND SALVAGE ANY ITEMS HE DEEMS USABLE AS SPARE PARTS. 6. THE CONTRACTOR SHALL PERFORM ALL WORK IN PHASES AS DIRECTED BY THE OWNER/ARCHITECTURAL PHASING PLAN TO ACCOMPLISH THE PROJECT PROGRESS SCHEDULE. DEMOLITION PLAN NOTES: 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 ' LCC000210 ' GB238 TLC ENGINEERING SOLUTION`::®, 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 ©Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 0? HER 0, •U• No 66504 * * — C14 � ) STATE OF • . O '. . 4u c Dignail��y,r�y Ci1Ai5ePH R v oH/�A c - .• \� `� �tlOA DID I (L` C �'OpV O O OI D.0.9.23��t 92 0 SFOOOOBBF5, CN=CHRIST O = C E�•G�f�(OR ARCHITECTUR .pj L�F FHA CfiiECTURE. C=US r Cl) Datezozo.os.zst ��if°11I1111�� N Lii U H Z W_ J U Q U x a REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: - JTA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 DEMOLITION PLAN - PHASE 1 - TECHNOLOGY SHEET ID: TD101 Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. LEVEL 1 DEMOLITION - PHASE 1 - TECHNOLOGY SCALE. 3 4 8 0 8 16 PROJECT STATUS: CONSTRUCTION DOCUMENTS SCALE: 1/8" = 1'-0" 5 C I� A 2 REMOVE LANDSCAPE AND __- WOODEN PLANTER CURB - REMOVELOUVER - SERVERY 1- 102 1 1 1 1� 1 i t I 1 1 1 1 1 1 i 3 I 4 jI� GOOD--r---'�-GOOD---�--- r- —_GOOD : T--. - CE - 1 E V'" n,&MP. POT/ r [ DISH WASH (� 1-_ ,.LOCKER F Ilk REF IIF -1 L J K#QHE-W I i _ X DRY STIR - OFFICE =ia1 ' Ii� GOOD-- fi CART WASH L GOOD -- 101 OPEN AIR BREEZEWAY �I 1r f _ __ GOOD �-._. lfc STAIR "C" X� OPEN AIR BREEZEWAY OFFICE 777 j-IX11X11X X X I I I X -- ����OD-- ELECTRICAL 77 7 r 71�� - 1 1 IX11X11 IXI IX DIETICIAN 1 MECHANICAL 1 /\ X�� GOOD--- GOOD--_ GOOD i i_ -� � �T -n1 � --4•'-.-",-1GOOD -�--GOOD � -r`- MECH r'--GOOD------_�.. ---------------OD—ODGO---GOOD GOGOGO ODODGO—,-------ODGOGOGOGOOD ! GOOD-- GOOD-' - 1 I — GOOD- i l REF REF FREEZERS ' 1 DRY 1 I STORAGE i GO.GO.s'GO �—AGO—GOGO r E - IIII I I ICI -i, I ,f 1 X DIETARY SERVICES ( 1 _, - - - GOOD -— -� GOOD- '.GOGO—GOGOGOGO—GOGOGOGOGOGO � r--- LLJ_ , I GO r I n ----� GOOD - — - _ f — uI UPERVISOR X u — I I T �IrT�TC�, -_ __-GOOD---� I oil `-' 1 DIET 1 GOOD — — L JI �_-�_�b I 1 I /- 114 E.", j /� i I ( TOILETED DIHW SH / 1 I� ROOM I�OF4CE _ OFFICE LEI 1 (F = _ I I Fr II = IL n. CORRIDOR v •3 i LEVEL 1 DEMOLITION - PHASE 2 - TECHNOLOGY 1 SCALE: 1 /8'' = 1'-0" —�TOILETv� GOOD—GOwGOGO I WOMEN R.R. I 5 Y PLAN 1715 N. Westshore Blvd., Suite 600 Tampa_ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 ` IB26000956 5620 ' LC0000210 ` GB238 TLC ENGINEERING 5 U L U 1 10 N So 255 S. Orange Avenue Suite 1600 Orlando. FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 J Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 ,,Illllilld/�'�' 0 p HER O: ., No 66504 _ L cc r- %� •' STATE OF '•�� co � 0I, D95F000088F5. Iy9 AJIY-RC CC�� Cl)!F" VIVI ldi CHITECT RE, C=US N _ze0-0e 00' W 0 O U z _W J U Q U Q REVISIONS DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 2019 RS&H.. INC. SHEET TITLE: - LEVEL 1 DEMOLITION PLAN - PHASE 2- TECHNOLOGY SHEET ID: TD 102 8 0 8 i'6 I PROJECT STATUS: CONSTRUCTION DOCUMENTS SCALE: 1/8" = 1'-0" I I Copyright © 2018. This drawing is an instrument of service and property of RS&H Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 K 3 4 a E 0 U m C a� U 0 L co 0 V) M E 0 w L Y N S Q M m U O J N rr 7 C A OPEN COURTYARD WP Its Ak AREA OF WORK 1 fiE-RRP Pop ----' I S • i i J 4—Di aki WASH L 1 1 1 fy 1 r i i i i iii LI II BAKERY DRY STR L L\— OPEN AIR BREEZEWAY f REF J FRiEZER CART WASH I�1 KEY PLAN RS&H 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ._TLC ENGINEERING SOLUTIONScw 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 O Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 ``���I a 1►Ireee O HE ` /Y E NR ' No 66504 itally: V1 d by CHRISTOPHER V all- 4RA r CN]lAJST V ®'HARj 4U - m =A014) OQQX17234E85�4$4 07, TLC EI F�N� AOL%.tf c o 't—US re: 202091)'� eeeeellll 11 ����`` N W O U H Z W J U Q U 2 Q REVISIONS NO. DESCRIPTION DATE 1 REVISION No. 1 06/15/20 DATE ISSUED: 03/20/2020 REVIEWED BY: JTA �.,.,.. MBR JTA DESIGNED BY: PROJECT NUMBER: 504- 0226- 000 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 1 - TECHNOLOGY SHEET ID: T101 IM Copyright © 2018. This drawing is an instrument of service and property of RS&H Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. LEVEL 1 RENOVATION - PHASE 1 - TECHNOLOGY SCALE: 1/8" = 1'-0" 2 I 4 5 i PROJECT STATUS: CONSTRUCTION DOCUMENTS zu, expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 I C 1? A rl co v N O N O m LEVEL 1 RENOVATION - PHASE 3 - TECHNOLOGY 1 SCALE: 1/8" = 1'-0" Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 expressed written consent of this corporation is prohibited. All rights reserved. OPEN AIR BREEZEWAY I it -- EVS ----TEMP. POT/ -------- DISH WASH j LOCKER i I FMOLER TEMP KITCHEN/ PREP _ FRJP�§WE - -T DRY STR —_ OFFICE CART WASH -101 OPEN AIR BREEZEWAY FOR REFERENCE ONLY, NO TECHNOLOGY SCOPE OF WORK REQUIRD FOR THIS PHASE. SHEET ADDED PER REVISION 01 DATED 06/15/2020 ■ I KEY PLAN 8 0 8 16 SCALE: 1/8" = V-0" 1715 N. Westshore Blvd., Suite 600 Tampa;, Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 ' LCC000210 ` GB238 ,i,-T LC ENGINEERING SOLUTION` �, 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gail Blvd. Zephyrhills, FL 33541 ChristopherV. O'Hara. P.E. Florida License #66504 C)' No 66504 e �� * •�_ IitallYS04d by§VAtPff06-fER V-*Q6iZRA I: CN- IST9PHER V O'�A RR""���,� I=A01 �'ffJ , oQOCi �$57�38* a�i aD07. o o TLC EN IJ� L• I� w`�=US � te: 2020.06.2Q 09�4 Au ��/1/I11111\ N W 0 O U z w J U Q U 2 Q REVISIONS NO. _ DESCRIPTION DATE 1 REVISION No. 1 06/15/20 DATE ISSUED: 03/20/2020 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 © 2019 RS&H, INC. SHEET TITLE: LEVEL 1 RENOVATION PLAN - PHASE 3 - TECHNOLOGY SHEET ID: T1 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS 3 n u 5 1 4 n C n A TYPICAL OUTLET MOUNTED IN CASEWORK No Scale DETAIL NOTES: OWALL ASSEMBLY - THE 1, 2, 3, OR 4 HOUR FIRE RATED GYPSUM WALLBOARD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. F4 1 T201 RJ45 CAT6 JACK MODULES MX6-20 UTP CAT 6 CABLES FROM TR. COMMSCOPE SYSTIMAX CAT6 (BLUE) (1) PER JACK Al I ABC I A2 SINGLE GANG FACEPLATE FRAME - 4 PORT SIEMON #MX-FP-S-04-20 A31 ABC I A4 OUTLET DESIGNATOR SELF ADHESIVE LABELS ABC INDICATES THE COMM ROOM (TR) NUMBER Al INDICATES THE FIRST PATCH PANEL (A) AND PORT 1 ON THE PATCH PANEL .... A2 IS THE SECOND PORT, ETC. FOR THE OTHER OUTLET TYPES PROVIDE AS FOLLOWS OUTLET TYPE FACE PLATE # OF RJ45 CAT6 JACKS FOR DATA OR VOICE F2 SINGLE 2 F3 SINGLE 3 F1 SINGLE 1 5 WALL MOUNTED OUTLET -VOICE/ DATA No Scale OCONDUIT - NOM 4" DIAMETER OR SMALLER STEEL ELECTRICAL METALLIC TUBING. A MAXIMUM OF ONE CONDUIT IS PERMITTED IN THE FIRE STOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. OFILL VOID OR CAVITY MATERIAL - CAULK FILL MATERIAL BEARING THE UL CLASSIFICATION MARKING INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN. 1/4" DIAMETER BEAD OF CAULK APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRE STOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRE STOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAXIMUM CONDUIT DIAMETER IN INCHES ANNULAR SPACE IN INCHES FIRE RATING IN HOURS T RATING IN HOURS 1 0 TO 3/16 1 OR 2 0, 1 OR 2 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0 TO 1-1/2 1 OR 2 0 6 1/4 TO 1/2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 CONDUIT PENETRATION OR FIRE WALL No Scale CAT6/CAT6A ANGLED PATCH PANEL COMMSCOPE - M480OA-1 U-GS 1 �—' / T201 V V V 71 V h1 V V 1.1 V V it 71 V V 1! V 1 B if ii iiii 71 'L.t L2255J L226 L2277J L2288, �,,2299J L3300J 31 L3322J L3333J 34 L3355J L336 37 38 L3399J L4400J L4411J L4422J L4433, L4444, L4455, L4466J L4477, 4488J V V V 1..Y 7..f V NOTES: O PATCH PANELS WILL BE # A,B,C, ETC. FOR THE NUMBER OF PANEL REQUIRED PER RACK. O PORT NUMBER IN PATCH PANEL, USE DYMO OR EQUAL 6 PATCH PANEL No Scale PAIR3 PAIR2 PAIR1 PAIR4 1 2 3 4 5 6 7 8 W-0 0 W-G BL W-BL G W-BR BR JACK POSITIONS EIA T568B MODULAR JACK WIRING (FRONT VIEW) 3 MODULAR JACK WIRING DETAIL No Scale (1) UTP 4 PAIR CAT6 CABLE TO TR. COMMSCOPE SYSTIMAX CAT6 (BLUE) O TR# - PP# PORT # ROOM # O TELEPHONE WALL PLATE CP TECHNOLOGIES #630A-6C. OR EQUAL OUTLET DESIGNATOR SELF ADHESIVE LABELS TR #: TR WHERE OUTLET IS CONNECTED TO PP #: PATCH PANEL OR WIRING BLOCK NUMBER IN TR PORT #: PORT # ON PATCH PANEL ROOM #: ROOM ID WHERE OUTLET IS LOCATED W F1 4 WALL PHONE OUTLET -WIF1 No Scale 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * G8238 TLC ENGINEERING S0LUT10NS® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 © Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 09H ER������i� V' •� No 66504 ;. * A 04 O:•• STATE OF •:�4U � �tRQ� rFrPA' ��_ S c ....... CON=CISTOv�-FER V.Gf14 L4,IL G FOR o0068F5, M ARCH 020,032617 I #Jbf I�� ARCHITECTURE, C=US Cate: 2020.03 26 17.5 N W 'O `V r Z W J Ci Q V x Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: TECHNOLOGY - DETAILS SHEET ID: T201 Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 5 I PROJECT STATUS: I CONSTRUCTION DOCUMENTS 2 3 1 4 I 5 RS61f IC IM A Q a M 0 N O 0 N Cl) ° v u u Q d d d ° Q ° Q ° d d ° d d FLOOR ABOVE DECK ABOVE SPEAKER WIRE 16 AWG CEILING TILE WIRE LOOP SUPPORTS p D pD p D p pD SEISMIC ATTACHMENT pp D D D DDDpD p pp p p D D Z CONCRETE ANCHOR ROOF DECK CLAMP BAR JOIST BOGEN #CSD2X2VR ARLINGTON CAT 6 SERIES LOOP SUPPORTS CEILING TEE'S CEILING ACCESS E TO VOLUME C ONTROL NOTES: 1. SPEAKER PART NUMBER INCLUDES SPEAKER, OBACKBOX, GRILL AND MOUNTING HARDWARE. S 2. SPEAKER SHALL BE SUPPORTED FROM THE CEILING GRID SYSTEM, NOT THE CEILING TILE. SPEAKER - CEILING MOUNTED *� CABLE HANGER `� � No Scale No Scale WALL MOUNTED BOX WITH CAT6 CONNECTION MODULE, SIEMON MX-SM1 WITH MX6-20 Q d d ° ° d d ° ° d ° a d d SURFACE MOUNTED SURFACE MOUNTED BOX BOX SIEMON MX-SM1 d SIEMON MX-SM1 SLAB WITH MX6-20 WITH MX6-20 WIRE SHALL BE SUPPORTED CONCRETE FROM LOOP SUPPORTS ° ° °° ° a ` ° ° a a G ° a DECK ABOVE 4° %AT6A TO CAT6A TO CAT6 UTP, COMM COMM ROOM 4 PAIR CABLEr'--i ROOM CAT6A PATCH CORD CAT6A PATCH CORD CEILING TILE WIRE SECURE SECONDARY SUPPORT CABLE FROM BUILDING STRUCTURE OWNER FURNISHED, ACCESSIBLE CEILING :,, INSTALLED BY SECURITY CONTRACTOR SUPPORT BOX TERRA VENTEV SECONDARY SUPPORT TAB -WAVE ENCLOSURE ACCESS POINT ACCESS POINT FRONT VIEW SIDE VIEW WALL WAP (Aij)5`'� SUPPORT PROVIDED NOTES: CEILING TEES,—//*L- BY SCS CONTRACTOR 1. ACCESS POINTS AND PATCH CORDS ARE NOT IN LAY IN CEILING TILE CONTRACT, PROVIDED BY OWNER INSTALLED BY STRUCTURED CABLING CONTRACTOR. NOTES: OWNER FURNISHED, INSTALLED BY SECURITY CONTRACTOR 2. ACCESS POINT SHALL BE INSTALLED IN VENTEV 1. CAMERA SHALL BE SUPPORTED FROM THE ENCLOSURE BY TERRA -WAVE #TW-CTEN-2X2-1142U CEILING GRID SYSTEM, NOT THE CEILING TILE. WHERE POSSIBLE. PROVIDE MOUNTING HARDWARE AS REQUIRED. CCTV CAMERA INSTALLATION WIRELESS ACCESS POINT 4 2 No Scale No Scale 1715 N. Westshore Blvd., Suite 600 Tampa„ Florida 33607-3999 904-256-2500 Fax 904-256-2503 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 * LCC000210' GB238 `_TLC ENGINEERING s® L U T I O N s® 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 www.tic-engineers.com COA 15 C Copyright 2019 TLC Engineering Solutions, Inc. TLC Project No.: 119333 THINK. LISTEN. CREATE. PROJECT TITLE: KITCHEN RENOVATION ADVENTHEALTH ZEPHYRHILLS PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 Christopher V. O'Hara, P.E. Florida License #66504 *% Op H ER 0' yi i i No 66504 CM �33• STATE OF '41/-Z co �� ��� !ly s�9�yiTA'�t+(� "�,G,Np�,4. O �V�I F' ,9.1142 HRISTOPHE '/ • E E S TECTUIRE, o-TQQLC� ETyilNbl �RMflC 1�7�lJCU 2020.03.2617.62'.33- (((� CV) :V W 0 O U Z W J U Q Uz REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 03/20/20 REVIEWED BY: JTA DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504- 0226- 000 0 2019 RS&H, INC. SHEET TITLE: TECHNOLOGY - DETAILS SHEET ID: T202 I PROJECT STATUS: I CONSTRUCTION DOCUMENTS Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. N 3 4 5