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HomeMy WebLinkAbout1401 W Seminole Blvd (generator) (a)i c fir t F �� 1��► Buildin & Fire Prevention Division RD _. v _ ___ PE 10111 T APPLIC _ ft TION HHE D PAIt`rNi ►t I Application No: Documented Construction Value: $ /, /00., o c9o Job Address: /'/0/ 0/ WeS1' Yeln'VO IC Historic District: Yes❑NoF] Parcel ID: ResidentialF Commercial[—]Type of Work: New❑ A//d"_dition�Alteration /I Repair FIDemo F-1Changeof Use❑ Move 0 Description of Work: (?V(a`( a� GCA -/C2 a'(-Ld � 2- Plan Review Contact Person: Phone: q ©�i 219 35-.S'C y �� We ��� � ,J (� � Title: �nj�( r a n a d v a ^ jt, e e Fax: i d'f �10 G— Oq 2� Email: Name Street: Property Owner Information I'lione: Resident of property? City, State Zip: E(S-�ontractor Information Name 1111 Q w D r i °< n ` Phone: / p Z( Street: 2-0 0 C Fax: City, State Zip: mldd �- b c r) L 37-0 6 State Li ec nse No.: Name: Street: City, St, Zip: Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT' MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regutating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code i❑ effect as of that date: 6"' Edition (2017) Florida Building Code Revised: January 1, 2015 Permit Application II NORTH VICINITY MAP - SEISMIC DESIGN CATEGORY = 'A' scKA N.T.S. APPLICABLE CODES AND STANDARDS • NEPA 10, 2013 • NFPA 13, 2013 • NFPA 20, 2013 • NFPA 30, 2015 • NFPA 37, 2015 • NEPA 70, NEC 2014 • NFPA 99, 2015 • NFPA 101, 2015 • NFPA 110, 2013 • FLORIDA BUILDING CODE 6TH • F. F. P. C. STH EDITION 2017 • 2012 FLORIDA ACCESSIBILITY REFERENCE DRAWINGS P.E. STAMP EDITION (2017) CODE FOR BUILDING CONSTRUCTION PROJECT Central Florida Regional Hospital Central Florida EPSS UPGRADE IL REGIONAL HOSPITAL 1401 West Seminole Blvd Sanford, FL 32771 Tel: (407) 321-4500 0 IFC REVISIONS CENTRAL FLORIDA HOSPITAL REGIONAL EPSS UPGRADE SANFORD, FL 32771 Drawing List DRAWING NUMBER TITLE REV DATE D100 TITLE SHEET A N D V ICI N ITY MA P 0 1/23/2017 D101 LEGEND, SPECIFICATIONS, AND NOTES 0 11/23/2017 A100 LIFE SAFETY PLAN 0 1/23/2017 A101 SPECIFICATIONS/ UL INFORMATION 0 1/23/2017 A102 UL INFORMATION 0 1/23/2017 A103 ARCHITECTURAL PLAN 0 1/23/2017 D300 SERVICE 1 DEMOLITION ELECTRICAL ONE -LINE 0 1/23/2017 D301 SERVICE 2 DEMOLITION ELECTRICAL ONE -LINE 0 1/23/2017 D302 SERVICE 1 NEW ELECTRICAL ONE -LINE 0 1/23/2017 D303 SERVICE 2 NEW ELECTRICAL ONE -LINE 0 1/23/2017 D310 SCHEDULES SHEET 1 OF 4 0 1/23/2017 D311 SCHEDULES SHEET 2 OF 4 0 1/23/2017 D312 SCHEDULES SHEET 3 OF 4 0 1/23/2017 D313 SCHEDULES SHEET 4 OF 4 0 1/23/2017 D320 MAIN ELECTRICAL ROOMS & GENERATORS DEMOLITION LAYOUT 0 1/23/2017 D321 MAIN ELECTRICAL ROOMS, NEW GDP & ATS ROOM NEW LAYOUTS 0 1/23/2017 D322 NEW GENERATOR AREA DEMOLITION LAYOUT 0 1/23/2017 D323 NEW GENERATOR AREA NEW LAYOUT 0 1/23/2017 D324 NEW GENERATOR DETAILS 0 1/23/2017 D325 NEW GENERATOR LIGHTNING PROTECTION SYSTEM 0 1/23/2017 D326 MAIN ELECTRICAL ROOMS AND NEW ATS ROOM - FIRE AND MECHANICAL 0 1/23/2017 D327 ANNUNCIATOR LOCATIONS 0 1/23/2017 D500 NEW ELECTRICAL ROOMS HEATING AND COOLING 0 1/23/2017 D700 NEW GENERATOR AREA: STRUCTRUAL FOUNDATION AND WALL PLAN VIEW 0 1/23/2017 D701 STRUCTRUAL DETAILS AND SECTIONS 0 1/23/2017 BY CHK. DATE APPR. AT/DS JP 11/17 JP ECHO POWER ENGINEERING DRAWN AT DATE 9/11/17 CHECKED JP DATE 1/23/18 ECHO Power Engineering 480 Mobley Road Clarksville, TN 37043 615.200.6813 C OF A # 29346 APPROVED J. PRECISE 1/25/18 PE # 75126 SCALE N.T.S. S-ANEORD SUiI DING_ DIVISION A PEPIVItT ISSUED SHALL BE CONSTRUED TO BE A LICEINSF TO PROCEED WITH THF WORK ,AND NOT AS A,!jHOR17Y TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TEC CAL CODE:+. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDINC OFFICIAL FROM THEREAF'(ER RL 01)IRING A CORRECTION OF ERRORS IN PLANS, CtlhiS TRUCTION OR VIOLATIONS OF THIS CODE PERMIT o co 0 t TITLE TITLE SHEET AND VICINITY MAP JOB LOCATION SANFORD, FL JOB NO. DWG NO EE17-095 D100 FILE NAME EE17-095 CENTRAL FL A COVER AHJ CLIENT CODE/FILE-PROD. SUB. REV. C� Lu I ELECTRICAL SPECIFICATIONS I 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE, N.F.P.A., LOCAL CODES, ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER MUST BE A CONDITION OF THE SUB CONTRACT. 4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED, 11. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4", GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL IS USED, IT SHAT! BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHAT I ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 12. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. 13. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 14, ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RKI, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHAL BE CLASS L. 15. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE WHITE UNLESS DICTATED OTHERWISE BY ARCHITECT/OWNER. A. SWITCHES: LEVITON #CSBI-20W B. RECEPTACLES. LEVITON #BR20-W C. COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. 16. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN PROPER WORKING ORDER, 17. A SEPARATE, GREEN TYPE THWN COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHAH NOT BE CONSIDERED AN APPROVED GROUND, A SEPARATE GROUND CONDUCTOR SHAH BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN, THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-122 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR, 18, LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 19. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES, THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS, 20. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR COND1110NING SYSTEM AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING FROM C.U,TO A.H.U, ,TERMINATION SHAL BE PERFORMED BY MECHANICAL CONTRACTOR. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE ELECTRICAL INSTALLATION TO AVOID CONFLICTS WITH PIPING, STRUCTURE, ETC. 22. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, 23, PROVIDE IDENTIFICATION FOR ALL PANELS, CABINETS, ENCLOSURES, DISCONNECTS & TRANSFORMERS USING ENGRAVED NAMEPLATES, WHITE LETTERING ON A BLACK BACKGROUND, NAMEPLATES SHALL IDENTIFY PANEL DESIGNATION (NAME,) VOLTAGE, PHASE & WIRE CONFIGURATION. PROVIDE TYPEWRITTEN DIRECTORIES UNDER PLASTIC COVER FOR ALL PANEL BRANCH CIRCUITS, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CKT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 24. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 25, ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST -RESISTANT BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. 26. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANYS RESPONSIBILITIES TO MEET THE OWNER'S SCHED. 27. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. THERE SHALL BE NO TYPE 'NM', ELECTRICAL NON-METALLIC TUBING, & FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING, MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). "MC" TYPE CABLE SHALL NOT BE USED AS HOME RUNS, THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. 28. CONDUCTORS SHALL BE COLOR CODED PER SITE, 29. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING All CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WALLS, CEILINGS, SLABS, ETC, PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY STANDARDS. 30. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATE FIELD CHANGES, UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ELECTRICAL ENGINEER. 31. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER IMMEDIATELY, IF ELECTRICAL CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS, WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER, CONTRACTOR WILL NOT BE COMPENSATED. REFERENCE DRAWINGS P.E. STAMP PROJECT Central Florida Regional Hospital Central Florida EPSS UPGRADE RecioNaL HOSPITAL 1401 West Seminole Blvd Sanford, FL 32771 Tel: (407) 321-4500 n LEGEND ONE -LINE DIAGRAMS STANDARD LINES INDICATE EXSITNG EQUIPMENT BOLD LINES INDICATE NEW EQUIPMENT X -LINE INDICATE DEMOLITION DATE /SLASH HATCH INDICATES DEMOLITION A6,900- EXTERIOR WALL MOUNTED LIGHT �Mw POWER TRANSFORMER WITH 480Y/ rYYYI 277V VOLTAGES, TRANSFORMER SIZE, TERMINAL MARKINGS AND ANGULAR 750 KVA DISPLACEMENT INDICATED LIGHTNING ARRESTORS FIXED HIGH VOLTAGE POWER CIRCUIT 1200A BREAKER, MAXIMUM CONTINUOUS LOAD STUDY CURRENT RATING SHOWN ALTERNATING CURRENT KS KEY SWITCH DRAWOUT HIGH VOLTAGE POWER 1200A CIRCUIT BREAKER, MAXIMUM ❑A CONTINUOUS CURRENT RATING SHOWN Y MANUAL DISCHARGE STATION (+48" 6KV A.F.F.) I SURGE ARRESTER WITH ARRESTER I I RATING INDICATED AIR HANDLING UNIT TEMPORAL HORN/STROBE -85db, -75cd, MOTOR CONTROL CENTER CAPACITOR I�l JUNCTION BOX USED TO EXTEND u CABLES LAYOUTS CHECKED OVERHEAD FLUORESCENT LIGHT �FL FIXTURE DATE ILLUMINATED EXIT SIGN 1/23/18 EXTERIOR WALL MOUNTED LIGHT �Mw FIXTURE WITH EMERGENCY BATTERY HERTZ BACKUP FOUR WIRE SMOKE DETECTOR LIGHTNING ARRESTORS HEAT DETECTOR ODUCT SMOKE DETECTOR LOAD STUDY FIRE SPRINKLER HEAD ALTERNATING CURRENT KS KEY SWITCH PORTABLE FIRE EXTINGUISHER FF KV ❑A ABORT STATION (+48" A.F.F.) AMPERE FAULT CALCULATED MANUAL DISCHARGE STATION (+48" KILOVOLT -AMPERE A.F.F.) I DUAL ACTION MANUAL PULL STATION !_J (+48" A.F.F.) AIR HANDLING UNIT TEMPORAL HORN/STROBE -85db, -75cd, MOTOR CONTROL CENTER 80" A.F.F. TO BOTTOM OF DEVICE AMPERE INTERRUPTING CAPACITY EMERGENCY LIGHTING FIXTURE W/ (lam 42� BATTERY BACKUP AND WITH SELF ALUMINUM DIAGNOSTICS lt) EXHAUST FAN VU DUPLEX RECEPTACLE METER QUAD RECEPTACLE 1 HOUR FIRE WALL 2 HOURIIRE WALL 2HR 2HR 3 HOUR FIRE WALL NOTES: 1. NOT ALL SYMBOLS MAY APPEAR ON PLANS. 2. PROVIDE A DISCONNECTING MEANS FOR ALL NEW DOUBLE ENDED FLUORESCENT LAMPS WITH BALLAST AS PER NEC410.73(0). REVISIONS BY CHK. DATE APP R. IFC M7_/AT JP 11/17 JPE C H O POWER ENGINEERING I . e DRAWN CHECKED AT JP DATE DATE 9/1/17 1/23/18 ECHO Power Engineering 480 Mobley Road Clarksville, TN 37043 615.200.6813 C OF A # 29346 APPROVED ____ 7 J. PRECISE 1/25/18 PE # 75126 SCALE N.T.S. GENERAL NOTES: (APPLY TO ALL SHEETS 1. THIS IS A STANDARD LEGEND SHEET, SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS SHEET AND NOT BE UTILIZED. 2. PERFORM TASKS AS REQUIRED FOR PROPER COMPLETION OF THE WORK. DRAWINGS MAY NOT SHOW ALL EXISTING ITEMS OR CONDITIONS. 3. STOP WORK IMMEDIATELY AND NOTIFY ECHO IF ANY EXISTING CONDITION IS ENCOUNTERED DURING DEMOLITION WHICH APPEARS TO BE IN CONFLICT WITH DRAWINGS OR MAY SEEM TO ENDANGER THE STRUCTURAL INTEGRITY OF THE BUILDING. 4. DO NOT SCALE OFF DRAWINGS; CONTRACTOR SHALL NOT RELY ON SCALED DIMENSION AND MEASUREMENTS. DRAWINGS SCALES ARE INDICATED ASA GENERAL REFERENCE. CONTRACTOR SHALL TAKE ACTUAL MEASUREMENTS IN THE FIELD. THE CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION AND NOTIFY ECHO IMMEDIATELY OF ANY DISCREPANCIES. 5. COORDINATE BUILDING ACCESS WITH FACILITY. COORDINATE CONSTRUCTION SCHEDULE WITH ECHO. 6. WORK SHALL BE GOVERNED BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES INCLUDING FIRE CODES AND HOSPITAL CORPORATION OF AMERICA'S REQUIREMENTS AND GUIDELINES. 7. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED CONDITIONS ARE TO BE REPAIRED OR REPLACED. THESE FINISHED CONDITIONS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED. WHERE NEW FINISHED CONDITIONS ARE TO BE INSTALLED, EXISTING FINISHED CONDITIONS ARE TO BE REMOVED BY THE CONTRACTOR. 8. CONTRACTOR SHALL REFER TO THE SPECIFICATION FOR INFORMATION NOT COVERED BY THE DRAWINGS. IN CASE OF CONFLICT BETWEEN DRAWING AND SPECIFICATION, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, 9. DELIVER ALL SALVAGEABLE MATERIALS SCHEDULED TO BE REMOVED TO THE FACILITY. REMOVE FROM SITE ALL ITEMS NOT DESIRED BY THE FACILITY. 10. COORDINATE NEW ITEMS: EXACT LOCATIONS OF ALL EQUIPMENT, DEVICES/OUTLETS, FIXTURES, CASEWORK, MOUNTS, AND ROUTING OF UTILITIES SHALL BE COORDINATED WITH AND APPROVED BY ECHO. 11. PROTECT/RESTORE: PROTECT EXISTING ITEMS, EQUIPMENT, FINISHES, TO REMAIN. REPAIR/REPLACE/RESTORE CONDITIONS THAT ARE DAMAGED OR DISTURBED AS A RESULT OF DEMOLITION AND NEW WORK. THIS INCLUDES (BUT IS NOT LIMITED TO) PATCHING HOLES, CAPPING UTILITIES AFTER REMOVING BRANCHES, ETC. 12. SHUTDOWNS: CONTRACTOR SHALL MINIMIZE DOWNTIME ASSOCIATED WITH SCHEDULED SHUTDOWNS, COORDINATE WITH ECHO. 13. CONTRACTOR TO REMOVE AND LEGALLY DISPOSE OFF SITE ALL EXISTING ASPHALT, ROCK, AND MATERIAL REMOVED. 14. THE UTILITIES INDICATED ON THESE CONSTRUCTION PLANS MAY NOT BE A COMPLETE INVENTORY OF ALL EXISTING UTILITIES CURRENTLY ON OR NEAR THE SITE, THE SIZE AND LOCATION OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, OR NOT INDICATED ON THIS SURVEY. 15. ALL EQUIPMENT THAT MAY REQUIRE TO BE SERVICED WHILE ENERGIZED SHALL BE LABELED WITH ARC FLASH HAZARD WARNING PER NEC 110.16. EQUIPMENT THAT MUST BE LABELED INCLUDES BUT IS NOT LIMITED TO SWITCHBOARDS, PANEL BOARDS, DISCONNECTS, & ATS(S). 16. TESTED OR ENGINEERED SERIES COMBINATION SYSTEMS SHALL BE LEGIBLY MARKED TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH SERIES COMBO RATING. THE IDENTIFICATION SHALL BE READILY ACCESSIBLE AND SUITABLE FOR THE ENVIRONMENT INVOLVED. 17. APPLY A PERMANENT PLAQUE WITH A DIRECTORY DENOTING ALL OTHER SERVICE DISCONNECTS SUPPLYING THE BUILDING AT EACH DISCONNECT OR GROUP OF DISCONNECTS. THIS INCLUDES BOTH EMERGENCY AND NORMAL SERVICE PER NEC 230.2(E). 18. THE FACILITY LIFE SAFETY FIRE ALARM SYSTEM SHALL BE MAINTAINED ACTIVE THROUGH OUT ALL PHASES OF THE CONSTRUCTION. INDIVIDUAL POINTS OR ROOMS MAY BE AFFECTED. COORDINATE WITH THE DFM IF ANY PORTION OF THE FIRE ALARM SYSTEM NEEDS TO BE DISABLED, A FIRE WATCH SHALL BE MAINTAINED ANY TIME A SYSTEM IS DOWN FOR MORE THAN 4 HOURS. WHERE A REQUIRED FIRE ALARM SYSTEM IS OUT OF SERVICE FOR MORE THAN 4 HOURS IN A 24-HOUR PERIOD, THE AUTHORITY HAVING JURISDICTION SHALL BE NOTIFIED, AND THE BUILDING SHALL BE EVACUATED, OR AN APPROVED FIRE WATCH SHALL BE PROVIDED FOR ALL PARTIES LEFT UNPROTECTED BY THE SHUTDOWN UNTIL THE FIRE ALARM SYSTEM HAS BEEN RETURNED TO SERVICE PER NFPA 101, CHAPTER 9. 19. FOR ALL NEWLY INSTALLED RUNS REFER TO WALL RATING SHOWN IN THE LAYOUT AND CORRESPONDING PENETRATION DETAIL ON D103. ABBREVIATIONS 3P THREE POLE HOA HAND -OFF -AUTOMATIC SELECTOR SWITCH 4P FOUR POLE HTR MOTOR HEATER 3W THREE WIRE HZ HERTZ 4W FOUR WIRE LA LIGHTNING ARRESTORS A AMPERE LS LOAD STUDY AC ALTERNATING CURRENT KS KEY SWITCH AF AMPERE FRAME KV KILOVOLT AFC AMPERE FAULT CALCULATED KVA KILOVOLT -AMPERE A.F.F. ABOVE FINISH FLOOR KW KILOWATT A.H.U. AIR HANDLING UNIT MCC MOTOR CONTROL CENTER AIC AMPERE INTERRUPTING CAPACITY MCP MOTOR CIRCUIT PROTECTOR AL ALUMINUM MLO MAIN LUGS ONLY AMP AMPERE MTR METER AN ANNUNCIATOR MV MEDIUM VOLTAGE AT AMPERE TRIP MVA MEGAVOLT -AMPERE ATS AUTOMATIC TRANSFER SWITCH MMSP MANUAL MOTOR STARTER/PROTECTOR AUTO AUTOMATIC MW MEGAWATT BKR BREAKER NO NORMALLY CLOSED CKT CIRCUIT NEC NATIONAL ELECTRICAL CODE CPT CONTROL POWER TRANSFORMER N NEUTRAL CR CONTROL RELAY NFPA NATIONAL FIRE PROTECTION ASSOCIATION CT CURRENT TRANSFORMER NO NORMALLY OPEN CU COPPER NTS NOT TO SCALE DC DIRECT CURRENT OUS MOTOR OVERLOADS DEMO DEMOLITION PFCC POWER FACTOR CORRECTION CAPACITOR ECHO ECHO POWER ENGINEERING, LLC. PH PHASE EF EXHAUST FAN PT POTENTIAL TRANSFORMER EHH ELECTRICAL HANDHOLE RTU ROOF TOP UNIT EL ELEVATION SCTB SHORT CIRCUIT TERMINAL BLOCK EMH ELECTRICAL MANHOLE SPD SURGE PROTECTIVE DEVICE ES EMERGENCY STOP SWITCH ST SHUNT TRIP EUH ELECTRIC UNIT HEATER TS TEMPERATURE SENSOR FLA FULL LOAD AMPS TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR FLOUR FLOURESCENT TYP TYPICAL GF GROUND FAULT UL UNDERWRITERS LABORATORY GFI GROUND FAULT INTERRUPTING W WATT GFP GROUND FAULT PROTECTION WP WEATHERPROOF GND GROUND XFMR TRANSFORMER TITLE LEGEND, SPECIFICATIONS, AND NOTES JOB LOCATION FILE NAME SANFORD, FL EE17-095 CENTRAL FL A COVER AHJ JOB NO. DWG NO. CLIENT CODE/FILE-PROJ. SUB. REV. EE17-095 D101 0 1111110111111� 01" ........... .. 1 0,11 APPLICABLE CODES: 2017 FLORIDA BUILDING CODE —BUILDING —MECHANICAL —PLUMBING —FUEL GAS —ENERGY CONSERVATION —ACCESSIBILITY —TEST PROTOCOLS 2017 FLORIDA FIRE PREVENTION CODE 2014 NEPA 70 NATIONAL ELECTRICAL CODE OCCUPANCY CLASSIFICATION: GROUP 1-2, INSTITUTIONAL CONSTRUCTION TYPE: TYPE 2--A, SPRINKLERED SCOPE OF WORK: VARIOUS MECHANICAL/ELECTRICAL UPGRADES. NEW WALLS AND DOORS WITHIN EXISTING ELECTRICAL ROOMS. LIFE SAFETY PLAN - MAIN FLOOR SCALE: 1 /32" = 1'-0" REFERENCE DRAWINGS STAMP PROJECT NO. REVISIONS BY CHK. DATE APPR. ECHO Polder Engineering Regional IFC MP MP 1/30/18 1/30/18 F H O 480 Mobley Road D325 MAIN ELECTRICAL ROOMS AND Central Florida Regional Hospital POWER ENGINEERING Clarksville, TH 37043 NEW ATS ROOM -FIRE AND MECHANICAL EP�.r �i��I�ADE 615.692.9472 entral Florida C of A # 29346 I�EGIONAIL HOSPIIrA 1401 West Seminole Blvd .. DRAWN CHECKED APPROVED r Sanford, FL 32771 MP MP V. CAMPBELL 2/5/2018 FL # AR91274 Tel: (407) 321-4500 DATE DATE SCALE 1/22/18 1/30/18 1/32" = 1'-0" TITLE LIFE SAFETY PLAN JOB LOCATION SANFORD, FL JOB NO. DV\IG NO. EE17-095 A100 FILE NAME A100. DWG CLIENT CODE/FILE-PROJ. SUB REV. 0 miscellaneous metal QUALITY ASSURANCE: Check actual locations of ,Walls & other construction to Which metal fabrications must fit by accurate field measurements before fabrication, MISCELLANEOUS STEEL SHAPES: ASTM A 36, For metal fabrications exposed to yie,W in the completed Work, provide materials selected for their surface flatness, smoothness, etc. GROUT: Non–shrink, metallic grout: Factory–packoged, ferrous–aggregate grout comply With ASTM C1107, specifically recommended by manufacturer for heavy–duty loading applications, Non–shrink, nonmetallic grout: Factory–packaged, non–stoining, non–corrostye, non–gaseous grout complying ,With ASTM C1107, Provide grout specifically recommended by manufacturer for interior & exterior application. FABRICATION: Form exposed ,Work true to line & level With accurate angles and surface ,With straight sharp edges. SHOP COAT: Prepare un–coated ferrous metal surfaces to comply ,With minimum requirements indicated beloyy for SSPC surface preparation specifications & environmental exposure conditions of installed metal fabrications: Apply shop primer to un–coated surfaces of metal fabrications, except those ,With galvanized finishes or to be embedded in concrete, sprayed–on fireproofing, or masonry, unless otherwise indicated. Comply ,With requirements of SSPC–PA 1 "Paint Application Specification No. 1" for shop painting. Use only top quality, rust–inhibiting primer. Ensure that primer is compatible ,With finish, field point. Before steel leaves shop, remove loose mill scale, rust & foreign matter, & apply one coat of rust–inhibiting paint. Do not point surfaces at places to be ,Welded, penetration seals PRODUCTS: Provide materials classified by UL to provide fire stopping equal to time rating of construction being penetrated. Materials shall have been tested to provide fire rating equal to that of the construction. Provide asbestos free materials that comply With applicable codes & have been tested under positive pressure in accordance ,With UL 1479 or ASTM E814, PREPARATION: Clean surfaces to be in contact ,With penetration seal materials, of dirt, grease, oil, loose materials, rust, or other substances that may affect proper fitting, adhesion, or the required fire resistance. INSTALLATION: Examine penetration sealed areas to ensure proper installation before concealing or enclosing areas. Install penetration seal materials in accordance ,With printed instructions of the UL Fire Resistance Directory and in accordance ,With manufacturer's instruction. Seal holes or voids made by penetrations to ensure an effective smoke barrier. Where floor openings Without penetrating items are more than 4" in ,Width & subject to traffic or loading, install fire stopping materials capable of supporting some loading as floor, Protect materials from damage on surfaces subject to traffic. SYSTEMS & APPLICATION SCHEDULE INCLUDES, BUT IS NOT LIMITED TO; Metal pipe or conduit through round opening, insulated metal pipe through round opening, metal pipes or conduits through large opening, bus,Way through rectangular opening, cables through opening, cable troy, blank opening, non–metollic (plastic) pipe or conduit through opening, metal pipe or conduit through gypsum board Wall, non–metollic (plastic) pipe or conduit through gypsum board Won, cables through gypsum board ,Wall, insulated metal pipe through gypsum board ,Wail, metal duct through gypsum board Wall, insulated metal duct through gypsum board ,yell, sealants SEALANT – PERIMETER OF DOOR & WINDOW FRAMES: Product/manufacturer: Dynotrol II as manufactured by PecQru Corp, or on approved equal, Joint Backing: Closed–cell polyethylene, Where joint depth does not permit use of joint backing, a release paper or bond breaker shall be used, On horizontal joints, surface must be cleaned & primed using primer as recommended by the sealant manufacturer. SEALANT –GENERAL PERIMETER SEALING AT TOILET FIXTURES, DOOR FRAMES, VANITIES, ETC. IN WET AREAS: Product/manufacturer: 898 Sanitary Silicone Sealant as manufactured by Pecoro Corp, or an approved equal. Install after completion of oil pointing, SETTING THRESHOLDS & GENERAL SEALING NOT OTHERWISE DELEGATED: Product/monufocturer. AC -20 + Silicone as manufactured by Pecora Corp, or an approved equal, Joint Backing: Round closed–cell polyethylene. PRIMERS: As recommended by the sealant manufacturer for use in conjunction ,With the sealant for application onto the various types of materials to Which the sealant applied, & complying With the requirements above. When the manufacturer's instructions make reference to use of primers &/or the construction condition requires special surface preparation, these instructions shall be complied ,With. Where required by manufacturers instructions in lieu of primers, shall be of the type & kind recommended by the sealant manufacturer. BACK–UP MATERIALS: Verify the compatibility of filler material With caulking before Installation, Use filler about 1/3 ,Wider than ,Width of joint so sufficient pressure is exerted REFERENCE DRAWINGS by filler to provide substantial resistance to displacement. All filler materials shall be non–oily, non–stoining, back–up filler such as polyethylene foam rod, expanded polyurethone, neoprene or other filler completely compatible ,With the caulking material. PREPARATION: Clean out joints immediately before installing joint sealants to comply With recommendations of joint sealant manufacturer, Prime joint substrates ,Where indicated & also ,Where recommended by joint sealant manufacturer, Use masking tape Where required to prevent contact of sealant ,With adjoining surfaces that other,Wise ,Would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling Without disturbing joint seal, APPLICATION OF CAULKING: Install caulking in strict accordance ,With the manufacturer's recommendations, taking care to produce beads of proper ,Width & depth, to tool us recommended by the manufacturer, & to immediately remove all surplus caulking. hollow metal QUALITY ASSURANCE: Provide doors & frames ,With fire–protection ratings indicated or as required to comply ,With governing regulations, DOORS: Fabricate from roller–levelled prime quality cold–rolled steel sheets, 1-3/4" thick, of composite construction, & fabricated of t,Wo 18 ga, sheets. Interior of door shall be completely filled ,With rigid urethane core foamed in place & chemically bonded to all interior surfaces, Urethane shall be self–bonding, self–hardening, & self–extinguishing, Doors shall have flush seamless face sheets With mechanically locked vertical edges. Exposed hairline seam on lock & hinge rail edge shall be acceptable. Top & bottom of the doors shall be closed flush by16 ga, steel channels. Hinge reinforcements shall be 7 go. steel, drilled & tapped by the manufacturer. Doors prepared for lights shall have the openings framed & securely attached. Glazing beads shall be scre,Wless snap–in type. Doors shall be mortised for template hinges & prepared for iocksets, FRAMES: Fabricate ,Welded unit frames from commercial quality 16 go, cold–rolled steel, Head & jamb members sholl be mitered, securely Welded & ground smooth. Provide 5/8" high integral stops & 2" faces normally available from stock. Provide ,With appropriate jamb anchors &,With floor anchors ,Which ore adjustable. Provide three rubber silencers for strike jambs & for heads of double s,Wing doors. Minimum gauges for hordyyore reinforcements: (hinge reinforcements: 7 gouge, universal strike reinforcements: 12 gouge), Hinge jambs shall be mortised for template hinges. Lock jornbs shall be mortised for ANSI A115.1 & .2 universal lock strike, Plaster guards shall be snap–in type. Hinge & strike reinforcements shall be drilled & topped by the manufacturer, LABELED DOORS & FRAMES: Provide labeled doors & frames for those openings requiring fire protection ratings. Such doors & frames shall be constructed as tested & approved by Underyyriter's Laboratories. The physical label shall be affixed to all labeled units as evidence of compliance ,With the procedures of the labeling agency. All labeled door pairs shall have t,Wo (2) piece overlapping astrogol. All labeled doors shall physically bear the U.L. lobe[ shoWing the rating required. Labels on the door & frome shall be the some & shall not indicate different testing agencies. For 1-1/2 hr. & 1 hr, doors used in exit enclosures the average temperature developed on the unexposed side shall not exceed 450 deg F, at the end of 30 minutes of standard firs test exposure. INSTALLATION: Install all hollow metal in strict accordance ,With pertinent codes & regulations, the approved submittals, the Contract Documents, & the manufacturer's current recommendations, anchoring oil components firmly in position for long life under hard use. Prior to installation, all frames must be checked & corrected for rack, t,Wrst, & out–of–square. Erect frames plumb & true, firmly bracing in position until masonry ,Work hos reached full height of frames. Do not remove channel spreaders until frames ore securely anchored in place. Leave oil installed material clean, free of all foreign matter, or rust spots ready to receive finish pointing, Install all finish hord,Wore in strict accordance With the manufacturer's recommendations, eliminating all hinge–bound conditions & making all items smoothly operating & firmly anchored into position finish hardware QUALITY ASSURANCE: Conform to the foilo,Wing: American Notional standards Institute (ANSI), American Society of Hord,Wore Consultants (ASHC), Builders HordWore Manufacturers Association (BHMA), Federal Specifications (FS), & National Builders Hord,Wore Association (NBHA), Provide hard,Wore for fire–rated openings in compliance ,With NFPA standard No. 80. Provide only hordWore Which has been tested & listed by UL for types & sizes of doors required & complies ,With requirements of door & door frome labels. Where emergency exit devices are required on fire–rated doors, provide UL label on exit devices indicating "Fire Exit HordWare HARDWARE PRODUCTS: ANSI/BHMA grade 1. Products shall be tested to function for a minimum of 800,000 cycles. Locksets shall be - Iiiii'llr - ilivmm;�11,,Iil ��li ,_ 1 compatible With building standard With respect to keying and appearance, FINISH: Match existing conditions. KEYING., All locks shall be Grand Master keyed, & Master keyed as directed by the Q*ner's Representative. All cylinders shall be of brass &/or bronze alloy metal. Only cylinders compatible ,With building standard keying Will be acceptable. ADJUST & CLEAN: Adjust & clean each operating item of hordlWore & each door, to ensure proper operation or function of every unit. paint MANUFACTURERS: Porter Paint Company (specified), ICI Paints, Sheryyin Williams, or Duron. SUBMITTALS: Submit product literature and color/finish samples of all selections. PREPARATION OF SURFACES: Examine surfaces to be pointed prior to commencement of ,Work. Remove loose dirt and foreign matter then prime to sho1W defects. Paint after defects have been remedied. f Work shall e construed as mrn ligament o o a b t Commencement Wf acceptance of the surfaces and, therefore, the Contractor shall be fully responsible for satisfactory ,Work as required herein. Apply masonry filler to concrete block as required to provide even, consistent surface. Prime, stain, or seal Wood required to be job pointed immediately upon delivery to job. Fill nail holes and cracks after primer has dried and sand betyyeen coats. Clean un–primed steel surfaces by ,Washing ,With solvent. Apply treatment of phosphoric acid solution, ensuring ,geld joints, bolts and nuts are similarly cleaned. Completely mask, remove, and protect all hard,Wore, occessorles, lighting fixtures, and similar items in contact ,With painted surfaces, Spot prime oil exposed nails and other metals that are to be pointed ,With emulsion paints, using a primer recommended by the manufacturer of the coating system, APPLICATION: Point exposed surfaces Whether designated in any "schedule", unless surface is noted to be natural finish, All materials shall be applied under adequate illumination, evenly spread, and smoothly flo,Wed on ,With the proper type and size of brushes, roller covers, bucket grids, and spray equipment to avoid run, sags, holidays, brush marks, air bubbles, and excessive roller stipple. Coverage and hide shall be complete, When color, stain, murk of any kind, dirt or undercoots sho+W through the final schedule coat of point to the surface, it shall be covered by additional coats until the paint film is of uniform finish, color, appearance and coverage at no additional cost. Finished areas shall be free from sags, runs, cra,yls, brush marks, and other defects. Touch–up painting as required to provide smooth, even finish prior to final acceptance of ,Work and remove point Where spilled, splashed or spattered. STENCILING RATED WALLS: Both Sides of corridor partitions, smoke partitions, smoke barriers, fire barrier, horizontal exit partitions, exit enclosures, and fire ,Walls shall be effectively and permanently identified With stenciling in a manner acceptable to the authority have jurisdiction and the Architect. Such identification shall be above the ceiling and in concealed spaces. Verify acceptable ,Wording ,With Building Oyrner. PAINT SCHEDULE – INTERIOR: Metal Surfaces – Enamel (Semi–Gloss): 1 coat PPG Speedhide 6-208 Rust Inhibitive Steel Primer– 2.3 mils UFT, 2 coats Porter 439 Glyptex Eggshell Enamel – 1.7 rail OFT each coot. Concrete block – Enamel (Semi–Gloss): 1 coot PPG Pitt Glaze W-90 Int/Ext Acrylic Block Filler– 7.0 to 13,0 mils DFT depending on the porosity of the block, 2 coots Porter 439 Series Glyptex Eggshell Enamel– 1.7 mils OFT, each coat. Gypsum ,Wallboard – Latex (Eggshell): 1 coot PPG 5peedhide 6-2 Interior Primer Sealer– 1.0 mils OFT, 2 coots Porter 999 Series Silken Touch Lotox Eggshell– 1.5 mils OFT each coat. Gypsum Wallboard ceilings – Latex (Flat): 1 coat PPG Speedhide 6-2 Interior Primer Sealer – 1.0 mil OFT, 2 coots Porter 977 Silken Touch Interior Flat Ceiling Point – 1,0 mil DFT, each coat. PAINT SCHEDULE – EXTERIOR: As recommended by point manufacturer as necessary to provide W–year ,Warranty against peeling/delamination, fading, and chalking. gypsum wallboard QUALITY ASSURANCE: United States Gypsum Company Gypsum Construction handbook & Gypsum Association (GA) Publications. Provide fire–rated assemblies materials & construction identical to those of assemblies tested for fire resistance per ASTM E119 by an independent testing & inspecting agency acceptable to authorities having jurisdiction. GYPSUM WALLBOARD: Fire rated; 5/8", USG "X" board. Conform to "Specification for Gypsum DryWoll", ASTM C36 for type "X" gypsum board. Non–rated: 5/8" standard core, 1/2" standard core. Tile backer board: 1/2", USG Durock. METAL STUDS: Non–load bearing, screw–type, channel studs, roll–formed ,With olectro–golvonized steel in sizes as indicated on the DraWyings. Flanges shall be at least 1-1/4" Wyide. Webs shall be punched to receive bridging, conduit, piping, etc. Meet or exceed ASTM C645, "Light–Gauge Studs, Runners, & Rigid Furring Channels", Unless other,Wrse directed, install on 16" centers. For fire–rated assemblies, stud gauge and spacing sell conform to the applicable UL design, METAL TRIM: Trim: USG #200 series. All metol that shall be concealed ,When ,Wall is finished out & size to accommodate dryyyall thickness. Corner bead. "Dura–A–Bead" all metal heavy gauge hot–dipped galvanized steel reinforcement for protecting external corners. JOINT TREATMENT: Products to comply With ASTM C-475, "Joint Treatment Materials for Gypsum Wallboard Construction", Joint reinforcing tape: Perf–A–Tope Reinforcing Tape. Joint compounds: Durabond Joint Compound–Toping & USG Crater, Free Ready–to–Use Joint Compound Topping, ENVIRONMENTAL CONDITIONS: During & after application of these materials, temperatures Within the building shall be maintained Within the range of 55 degrees F to 70 degrees F, Adequate ventilation shall be provided to carry off excess moisture. isture. O METAL STUD ERECTION: Install metal studs & accessory items In strict accordance ,With the approved submittal of manufacturer's recommendations, anchoring all members in position for long life under hard use. Align all partition & Wall assemblies to a tolerance of one in 200 horizontally & one in 500 vertically, Attach steel runners at floor & ceiling to structural elements ,With suitable fasteners located 2" from each end & spaced 24" o.c. To suspended ceilings, use toggle bolts or hollo,W ,Wall anchors spaced 16" o,c, Place studs in direct contact ,With all door frame jambs, abutting partitions, partition corners & existing construction elements, Where studs are installed directly against exterior ,Walls & a possibility of ,Water penetration through Walls exists, install asphalt felt strips bet,Ween studs & Wall surfaces, Anchor all studs for shelf–,Walls & those adjacent to door & yyindoWy frames, partition intersections, corners & freefreestandinging furring to ceiling & floor runner flanges ,With metal lock fastener tool or screws. STEEL STUD FRAMING: Attach runners at ceiling height, through gypsum panels, to each partition stud ,With t,Wo scre,Ws. Insert steel studs in runners & attach each end ,With one pan head framing scre,W. Install 1-5/8" stud cross–bracing over stud framing, space 48" o.c. & attach to each framing stud With t,Wo pan head framing screws. At hangers, install 12" long stud section for box reinforcing or lop studs 12" & secure each end With tWo pan head forming screws, At light troffers or any openings that interrupt the ceiling, install additional cross reinforcing to maintain structural integrity of framing. GYPSUM PANEL INSTALLATION – GENERAL: Install & finish in accordance ,With ASTM C840. Install sound attenuation blankets Where indicated prior to installing gypsum panels. Install ceiling board panels across framing to minimize the number of abutting end joints & avoid abutting end joints in the central area of each ceiling, Stagger abutting end joints of adjacent panels not less than one framing member. Install Wall/partition board panels to minimize the number of abutting end joints or avoid them entirely, Stagger abutting end joints not less than one framing member in alternate courses of board. At high ,Walls, install panels horizontally ,With end abutting joints over studs & staggered. Install gypsum panels With face side out. Butt panels together for a light contact at edges & ends With not more than 1/16" of open space between panels. Locate both edge & end joints over supports, except in ceiling applications ,Where intermediate supports or gypsum board back–blocking is provided behind end joints. Position adjoining panels so that tapered edges abut tapered edges, & field–cut edges abut field–cut edges & ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions. Avoid joints at corners of fromed openings Where possible. Attach gypsum panels to steel studs so that the leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. Attach gypsum panels to framing provided at openings & cutouts, Spot grout hollo,W metal door frames for solid core Wood doors, hollo,W metal doors, & doors over 32" ,Wide. Apply spot grout at each jamb anchor clip & immediately insert gypsum panels into frames. Form control joints & expansion joints ,With space bet Ween edges of adjoining gypsum panels, as Well as supporting framing behind gypsum panels. Cover both faces of stud partition framing ,With gypsum panels in concealed spaces (above ceilings, etc.) except in chase ,Walls that are braced internally. Except ,Where concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished With scraps of not less than 8 sq, ft, in area. Fit gypsum panels around ducts, pipes, & conduits. Where partitions intersect open underside of floor/roof slabs & decks, cut gypsum panels to fit profile formed by coffers, joists, & other structural members; alloW 1/4" to 2" Wide joints to install sealant. Isolate perimeter of non–load–bearing gypsum board partitions at structural abutments, except floors. Provide 1/4" to 2" Wide spaces at these locations & trim edges With edge trim ,Where edges of gypsum panels are exposed. Seol joints bettyeen edges & abutting structural surfaces With acoustical sealant. Space fasteners in gypsum panels according to referenced gypsum board application & finishing standard & manufacturers recommendations. Coordinate Work With that of other Trades, Provide suitable bock–up anchorage as required for the attachment of shelves & cabinets, 5creW heads shall provide a slight depression beloyy the surface of the board, Do not install screw closer than 3/8" from edges & ends of the board, Treat joints, scre,W head depressions, or defects I ncurred during the installation of the gypsum board in prescribed manner ,With joint treatment. Properly space all fasteners in careful accordance With the manufacturer's recommendations & code requirements With heads driven slightly belo,W the surface for proper cementing but ,Without breaking the paper cover. Loosely butt all joints to be taped; firmly butt all joints to be left untreated. Stagger oil end joints & the joints bet,Ween panels to achieve a maximum of bridging & a minimum of continued joints. INSTALLING TRIM & ACCESSORIES: Install trim in strict accordance ,With the manufacturer's recommendations, Trim installation shall be plumb, level, & true to line, With firm attachment to supporting members. Install trim at ceiling angles & around cut–ins & iapenngs, Reinforce oII vertical & horizontal exterior corners With corner bead fastened With 9/16" rosin–coated staples 9" o,c. on both flanges along entire length of bead, Where assembly terminates against masonry or other dissimilar material, apply metal trim over panel edge & fasten ,With screws or 9/16" rosin–tooted staples 12" o.c, Install edge trim ,Where edge of gypsum panels ,Would other,Wise be exposed or semi–exposed. Provide edge trim type ,With face flange formed to joint compound, FINISHING GYPSUM BOARD ASSEMBLIES: General: Apply joint treatment at gypsum board joints (both directions); flanges of corner bead, edge trim, & control joints; penetrations; fastener heads, surface defects, & elseyyhere as required to prepare gypsum board surfaces for decoration & levels of gypsum board finish indicated, Pre–fill open joints, rounded or beveled edges, & damaged areas using setting–type joint compound. Apply joint tape over gypsum board joints & to trim accessories ,With concealed face flanges as recommended by trim accessory manufacturer & as required to prevent cracks from developing in joint compound at flange edges. LEVELS OF GYPSUM BOARD FINISH: Level 1: Ceiling plenum areas, concealed areas, & Where indicated, unless a higher level of finish is required for fire–resistive–rated assemblies & sound–rated assemblies, Level 2: Water-resistant gypsum or tile backer boards form substrates for tile, & Where indicated, Level 3: Gypsum board surfaces indicated to receive medium or heavy–textured finishes before painting. Level 4: Gypsum board surfaces indicated to receive light–textured finishes, Wollcoverings, & paint. Level 5: Not Required, APPLICATION OF PERIMETER CAULKING: Apply sound caulking ,Where any Wall is designated to receive sound blankets, Apply sealant around all cut–outs & oil intersections With adjoining structures, Cut panels for loose fit around perimeter. Leave a groove no more than 1/8" ,gide. Apply a 1/4" minimum round bead of sealant each side of runners including those used at partition Intersections ,With dissimilar ,Wall construction, Immediately install panels, squeezing sealant into firm contact ,With adjacent surfaces. Fasten panels in normal manner over sealed joints. Seal partitions intersecting sound–isoloting partitions that ore extended to reduce sound flanking paths, Uss fF'�Q System No. HW -D-0564 System No. HW -D-0564 to C Us 0 ANSIIUL2079 CAN/ULC 5115 : Classified by x I A2. Light Gauge Framing " Vertical Deflection Ceiling Runner — For use in applications where the norninal joint width does not exceed 1 in. 9 9 9- J r ( PP 1• 0 Underwriters Laboratories, Inc. Assembly Rating — 1 Hr F Rating — 1 Hr to UL 1479 CAN/1.11-0-3115 or 25 mm) - As an alternate to the ceiling runners in Items 2A and 2A1, vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips provided with step bushings for permanent fastening and Nominal Joint Width 2 In. FT Rating 1 Hr of steel studs. Flanges sized to accommodate steel studs (Item 213). Vertical deflection ceiling runner installed perpendicular to direction of Class 11 And III Movement Capabilities — 20% fluted steel deck and secured to valleys with steel fasteners or welds spaced max 24 in. (610 mm) OC. When vertical deflection ceiling Compression Or Extension, or FH Rating — 1 Hr runner is used, deflection channel (Item 3A) shall not be used. When optional spray -applied material is used on the steel deck, vertical Class II Movement Capabilities — 20% Compression P P deflection ceiling runner secured prior to application of spray -applied material to valleys of the steel deck with steel fasteners or welds g P PPY and 12.5% Extension (See Item 1C) spaced max 24 in. (305 mm) OC FTH Rating — 1 Hr THE STEEL NETWORK INC — VortiTrack VTD250, VTD362, VTD400, VTD600 and VTD800 A3. Light Gauge Framing" — Clipped Ceiling Runner — As an alternate to the ceiling runner in Items 2A 2A1 and 2A2, clipped runner to Nominal Joint Width - 2 In. consist of galv steel channel with clips preformed in track flanges which positively engage the inside flange of the steel studs (Item 213). Class II And III Movement Capabilities — 20% Track sized to accommodate steel studs (Item 213). Track flanges to be min 3-114 in. (83 mm). Clipped ceiling runner installed Compression Or Extension, or perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners or welds spaced max 24 in. (610 min) OC. Class 11 Movement Capabilities — 20% Compression When clipped ceiling runner is used, deflection channel (Item 3A) shall not be used. When optional spray -applied material is used on the and 12.5% Extension (See Item 1C) steel deck, clipped ceiling runner secured prior to application of spray -applied material to valleys of steel deck with steel fasteners or welds spaced max 24 in. (305 mm) OC. TOTAL STEEL SOLUTIONS L L C — Snap Trak A4. Light Gauge Framing* - Notched Ceiling Runner — As an alternate to the ceiling runners in Items 2A through 2A3, notched ceiling • 1 B runners to consist of C-shaped galv steel channel with notched return flanges sized to accornrnodate steel studs (Item 2B). Notched ceiling 1 A 1 B 3C runner installed perpendicular to direction of fluted steel deck arid secured to valleys with steel fasteners or welds spaced max 24 in. (610 4 mm) OC. When notched ceiling runner is used, deflection channel (Item 3A) shall not be used. When optional spray -applied material is 36 k used on the steel deck, notched ceiling runner secured prior to application of spray -applied material to valleys of steel deck with steel • , . --. fasteners or welds spaced max 24 in. (305 rnrn) OC. ., 4 9 OLMAR SUPPLY INC — Type SCR r� '• -r : •• • .. �___L B. Studs —Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1i2 to 314 in. (13 to 19 mm) less in length than assembly height with -- _ - � _ bottorn nesting in and resting on floor runner and with fop nesting in ceiling runner without attachment. When slotted ceiling runner (Item _ 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 112 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection ceilingrunner Item 2A2 is used, steel studs secured to slotted vertical deflection clips, ( ) P . 0 ' (, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. (610 mm) OC. . . .. ::1. I, • T r C. Gypsum Board —Gypsum board installed to a min total thickness of 518 in. (16 mm) on each side of wall for 1 hr rated assembly. Wall to I N —1,. be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a max 2 in. (51 rain) 2C gap shall be maintained between the top of the gypsum board and the bottom of the steel deck and the top row of screws shall be installed 2A 3A d into the studs 4 to 4-112 in. (102 to 114 mm) below the lower surface of the floor or roof. 26 2B 3. Joint System — Max separation between bottomof floor and top of wall at time of installation of joint system is 2 in. (51 mm). The joint system 1 B is designed to accommodate a max 20 or 12.5 percent (see Item 1 C) compression or extension from its installed width. The joint system consists of a deflection channel, forming material and a fill material as follows: •A. Deflection Channel — (Optional) - A nom 3-5/8 in. (92 rnrn) wide by 3 in. (76 mm) deep ruin No. 22 gauge steel U-shaped channel. 17 . . Deflection channel installed perpendicular to direction of fluted steel deck and secured to valleys with steel fasteners or by welds spaced ,-- ,- max 12 in. (305 mm) OC. When optional spray -applied fire resistive material is used on the steel deck, deflection channel secured prior to 3C 'J I 36 application of spray -applied material to valleys of steel deck with steel fasteners or welds spaced max 12 in. (305 mm) OC. The ceiling , _ _ _ _ runner (Item 2A) is installed within the deflection channel to maintain a 1-112 in. (38 film) gap between the top of the ceiling runner and the top of the deflection channel, The ceiling runner is not fastened to the deflection channel. B. Forming Material' — Nom 4 pcf (64 kghn3) density mineral wool batt insulation cut to a length approx equal to the overall thickness of the 3C 1A wall. Multiple pieces stacked on top of each other, as needed, and then compressed 50 percent in thickness and inserted into the flutes of the steel deck above the top of the ceiling runner. The mineral wool batt insulation is to project beyond each side of the ceiling runner, flush with wall surfaces. Additional 5/8 in. (16 mm) wide strips of nom 4 pcf (64 kg/m3) mineral wool batt insulation are to be cut to fill the gap between the top of the gypsum board and bottom of the steel deck. The strips of mineral wool are compressed 50 percent and tightly packed, cut edge first, into the gap between the to of the gypsurn board and bottom of the steel deck on both sides of the wall. g2C 2A ROCK WOOL MANUFACTURING CO Ito and 26 ROXUL INC — SAFE THERMAFIBER INC — Type SAF Reproduced by HILTI, Inc. Courtesy of Reproduced by HILT], Inc. Courtesy of Underwriters Laboratories, Inc.-11lu Underwriters Laboratories, Inc. Novernber23, 2015 Hilts Firestop systems Page: 1 of 4 Hilti Firesto Systems November 23, 2015 P Y Page: 3 of 4 d -,f' System No, HW -D-0564 LO System No. HW -D-0564 p 0 1. Floor Assembly—The fire -rated fluted steel decklconcrete floor assembly shall be constructed of the materials and in the manner described � B1. Forming Material'—Plugs — (Optional -Not Shown - Preforms mineral wool plugs, formed to the shape f h f floor units, friction g J ( P ) d e p g , � ape o the luted oo u ts, f ctlon -r- in the individual D700 or D900 Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: fit to completely fill the flutes above the ceiling runner. The plugs shall project beyond each side of the ceiling runner, flush with wall i Floor n Form Units' — Max 3 in. 76 rnrn dee alv steel fluted floor units. A. Stee oo and a ( ) p g surfaces. Additional forming material, described in Item 3B, to be used in conjunction with the plugs to fill the gap between the top of B. Concrete — Min 2-112 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. gypsum board and the bottom of plug. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP777 Speed Plugs C. Spray—Applied Fire Resistive Materials' — After installation of the deflection channel (Item 3A) or ceiling runner, and prior to the installation of FormingMaterial and Fill Void or Cavity Material Items 3B 3C the steel floor units may be sprayed with a min 5116 in. 8 Y ( )' Y( B`2. Forming Material' - Strips — (Optional) - Nom 518 in. (16 mm) wide by 4 in. (102 mm) thick precut mineral wool strips. The strips are mm) to max 1-3/4 in. (44 mm) thickness of fire resistive material. compressed 50 percent in thickness and firm) packed into the between the to of the sum board and bottom of the steel floor P P y P gap P gyp ISOLATEK INTERNATIONAL — Type 300 units on both sides of the wall. W R GRACE & CO - CONN — Type MK-6-HY HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips 0 Compression and 11.5/o o When Type 300 spray is used, the movement cycling for the joint is Class II Movement Capabilities with ZU/o C. Fill, Void or Cavity Material' — Min 1/16 in. (1.6 mm) dry thickness (inin 118 in. or 3.2 mm wet thickness) of fill material sprayed or Extension. troweled on each side of the wall to completely cover mineral wool farming material and to overlap a min of 1/2 in. (13 mm) onto gypsum r f as I rn ay be used. The roof 1A. Roof Assembly — (Not Shown) — Asan alternate to the floor assembly, a fire rate) fluted steal deck roe assembly y board and steel deck on both sides of wall. When spray -applied fire resistive material is applied to the steel deck, the fill material is to assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire r, i f 1 2 in. 13 mm and the - material r overlap the gypsum board a min o I ( ) e spray applied fire resistive material a rnrn of 2 in. (51 mm) on both sides of Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof wall. When spray -applied fire resistive materials are used, the CP672 firestop spray shall overlap the wall a min 112 in. (13 mm) and assembly shall include the following construction features: overlap the spray -applied fire resistive material a min of 2 in. (51 mm) on both sides of the wall. When through -penetrants (Item 4) are A. Steel Roof Deck —Max 3 in. (76 mm) deep gal✓ steel fluted roof deck. installed within flute the fill material shall overlap a rain 112 in. 13 mm onto the periphery of each penetrant, on both sides of wall. i ( ) ( P ry P ' B. Roof Insulation — Min 2-114 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the floor units. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP672 Firestop Spray or CFS -SP WB Firestop Joint Spray 1B. Roof Assembly — As an alternate to Items 1 and 1A, a fire rated protected fluted steel deck roof assembly may be used. The roof assembly 4. Through -Penetrants — (Optional) - Max of two penetrants may be installed parallel with and within the flutes of the steel floor or roof deck. Design in the UL Fire Resistance shall be constructed of The materials and in the manner described in the individual P7U0 Series Roof -Ceiling J The annular space between penetrants and steel deck or spray -applied fire resistive material on steel deck shall be min 0 in. (point contact) Director . The hour) rating of the roof assembly shall be equal to or greater than the hours rating of the wall assembly. The roof assembly Y Y g Y q g Y g and the annular space between penetrants within the flute shall be rein 2 in. (51 mm), Penetrants to be rigidly supported on both sides of the shall include the following construction features: floor or wall assembly. The following types and sizes of penetrants may be used: A. Steel Roof Deck — Max 3 in. (76 mm) deep gaiv steel fluted roof deck. A. Polyvinyl Chloride (PVC) Pipe — Nom 1-112 in. (38 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or B. Spray—Applied Fire Resistive Materials* — (Not Shown)—Prior to the installation of the steel Ceiling runners, Forming Material and Fill, supply) piping systems. B. Rigid Nonmetallic Conduit+ — Nom 1-112 in. (38 mm) diam (or smaller) Schedule 40 PVC Conduit installed in accordance with the Void or CavityMaterial Items 2A 3A, 313), the roof assembly shall be sprayed with the type and thickness of fire resistive material ( ) YYP National Electrical Code (NFPA 70). indicated in the individual P700 Series design. 2. Wall Assembly — The 1 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner C. Steel Conduit or Tubing — Nom 112 in. (13 mm) diam rigid steel conduit or steel electrical metallic tubing (EMT) installed in accordance described in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the with the National Electrical Code (NFPA No. 70). following construction features: A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of galy steel channels sized to accommodate ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employingthe UL or cUL Certification such as Canada P f ( )' steel studs (Item 2B). When U-shaped deflection channel (Item 3A) is used, ceiling runner to be provided with 1 in. (25 mm)) flanges and respectively. installed within the U-shaped deflection channel (Item 3A) with a 1-112 in. (38 mm) gap maintained between the top of ceiling runner and top of deflection plate. When deflection channel is not used, the ceiling runner shall have min 3 in. (76 mm) flanges. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel fasteners or welds spaced max 24 in. (305 mm) OC. When optional spray -applied fire resistive material is used on the steel deck and when deflection channel is not used, ceiling runner secured prior to application of the spray -applied material to each valley of the steel deck with steel fasteners or welds spaced max 24 in. (305 mm) OC. Al. Light Gauge Framing' -Slotted Ceiling Runner— (For use in applications where the nominal joint width does not exceed 1-112 in. or 38 mm) - As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 213). Slotted ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel fasteners or welds spaced max 24 in. (610 mm) OC. When slotted ceiling runner is used, deflection channel (Item 3A) shall not be used. When optional spray -applied material is used on the steel deck, slotted ceiling runner secured prior to application of the spray -applied material to valleys of the steel deck with steel fasteners or welds spaced max 24 in. (305 mm) OC. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP -TRK CALIFORNIA EXPANDED METAL PRODUCTS CO — CST CLARKDIETRICH BUILDING SYSTEMS — Type SLT, SLT-H MARINOIWARE, DIV OF WARE INDUSTRIES INC — Type SLT METAL -LITE INC — The System SCAFCO STEEL STUD MANUFACTURING CO TELLING INDUSTRIES L L C — True -Action Deflection Track Reproduced by HILTI, Inc. Courtesy of [ 1 Reproduced by HILTI, Inc. Courtesy of = .111 771 0� ! Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. November 23, 2015 Hilts Firestop Systems Page: 2 of 4 November 23, 2015 Hilts Firestop systems Page: 4 of 41 STAMP PROJECT NO. REVISIONS BY CHK, DATE I APPR. ECHO Poo(er Engineering TITLE 0 IFC MP MP 1/30/181/30/18 EC�� Clarksville, ��80 MolbleyT�RIoa7043 SPECIFICATIONS / UL INFORMATION Central Florida Regional Hospital POWER ENGINEERING Cla kssv e, N 3 11 EPSS UPGRADE 615,692.9472 central FlOrid C OF # 29346 ._��/Lt IONA,I.. HOSPITAL 1401 West Seminole Blvd DRAWN CHECKED APPROVED 4� Sanford FL 32771 MP MP CAMPBELL 2/5/2018 JSOAN OCRD,IFL ON FILE NAME 1 _, 1� FL # AR911274 A101.DWG ,J - DATE DATE SCALE JOB NO. DWG NO. CLIENT CODE/FILE-PROD, SUB. REV. � Tel. (407) 321 4500 1/22/18 1/30/18 NTS EE17-095 A101 I 0 r'I 1 Fxgou CS Gassified by Underwriters Laboratories, Inc. to UL 147/9 and CANIULC-5115 System No, WL -1056 ANSIIUL1479 (ASTM E814) CAN/ULC 3115 F Rating — 2 Hr F Rating — 2 Hr T Rating — 0 Hr FT Rating — 0 Hr L Rating At Ambient - Less Than 1 CFM/sq It FH Rating — 2 Hr L Rating At 400 F - 4 CFM/sq ft FTH Rating — 0 Hr W Rating — Class 1 (See Item 4) L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - 4 CFM/sq It el ca 0 Design No. U419 _J BXUV.U419 Fire -resistance Ratings - ANSI/UL 263 1. Wall Assembly — The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-112 in. (64 mm) wide and spaced max 24 in. (610 mm) OC, B. Gypsum Board' —'two layers of norn 5/8 in. (16 mm) thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 18-314 in. (476 mm). 2. Through Penetrants — One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The annular space shall be min 314 in. (19 mm) to max 4-112 in, (I 14 min). The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe — Norn 12 in. (305 mm) dram (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 12 in. (305 min) diarn (or smaller) cast or ductile iron pipe. C. Copper Tubing — Nom 4 in. (102 mm) diarn (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System — The ffrestop system shall consist of the following: A. Metallic Sleeve — Cylindrical sleeve fabricated from min 0.028 in. thick (24 gauge) gals sheet steel and having a rain 1 in. (25 mm) lap along the longitudinal sears. Length of steel sleeve to be 1 in. (25 mm) more than the overall thickness of the wall such that, when installed in circular opening, the ends of the sleeves project 1/2 in. (13 mm) from each surface of the wall. The diam of the openings cut in the gypsum wallboard layers on each side of the wall assembly to be 1-1/2 to 6 in. (38 to 152 min) larger than outside diam of pipe such that, when the sleeve is installed, a 3/4 to 4-1/2 in. (19 to 114 mm) annular space will be present between the steel sleeve and the pipe around the entire circumference of the pipe. Sleeve Installed by coiling the sheet steel to a diam smaller than the through opening, inserting the call through the openings arid releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers. — A 11i, . i Reproduced by FIILTI, Inc. Courtesy of Underwriters Laboratories, Inc. 2015 i-lilti Firestop Systems January 23, Page:1 of System No, C -AJ -1149 February 20, 2015 ANSi/UL1479 (ASTM E814) CAN/ULC 5115 F Rating — 2 Hr F Rating —2 Hr T Rating — 0 Fir FT Rating — 0 Fir L Rating At Ambient — Less Than 1 CFM/sq ft FH Rating — 2 Hr L Rating At 400 F — 4 CFM/sq ft FTH Rating — 0 Hr W Rating — Class 1 (See Item 4) L Rating At Ambient — Less Than 1 CFM/sq ft 1 L Rating At 400 F — 4 CFM/sq ft SECTION'sA—A 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diarn of opening is 12 in. (305 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants — One metallic pipe, conduit or tubing to be installed within the Firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The annular space shall be 0 in. (point contact) to max 1-1/4 In. (32 mm). The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 10 in. (254 rnrn) diarn (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 10 in. (254 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit — Nom 4 in. (102 mm) dlam (or smaller) steel electrical metallic tubing or Steel Conduit. 0. Copper Tubing -- Nom 4 in. (102 rnm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe — Nom 4 In. (102 in.) diarn (or smaller) Regular (or heavier) copper pipe. 3. Packing Material — Min 3 In. (76 min) thickness of rnin 4 pcf (64 kg/m 3) mineral wool batt insulation for norn 4 in. diam (and smaller) pipes, conduits or tubings and a min 4 in. (102 mm) thickness of rein 4 pcf (64 kg/rn3) mineral wool batt insulation for pipe greater than nom 4 in. diam, firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall to accommodate the required thickness of fill material. 4. Fill, Vold or Cavity Material* — Sealant — Min 1/2 in. (13 mm) thickness of Fill material applied within the annulus, flush with the top surface of floor or both surfaces of wall. At the point of contact location between pipe and concrete, a min 1/2 In. (13 mm) diam bead of fill material shall be applied at the concrete/pipe interface on the top surface of floor and on both surfaces of wall. W Rating applies only when GFS -S SIL GG, CFS -S SIL SL (floors only), CP601S, CP604 sealant or FS -ONE MAX Intumescent Sealant is used. For W Rating when FS -ONE MAX is used, packing material to be a min 4 in. (102 mm) thickness of min 4 pcf (64 kg/ M3) mineral wool batt insulation. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP60IS, CP604, CFS -S SIL GG, CFS -S SIL SL (floors only), CP606 or FS -ONE. Sealant or FS -ONE MAX Intumescent Sealant. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 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 UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV? - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design No. 0419 October 23, 2015 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through SK) * Indicates such products shall bear the UL or cal. Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 In. long legs, attached to floor and telling with fasteners 24 in. OC max. IA. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Iters 1 — For use with Item 28, proprietary channel shaped runners, 3-5/8 In. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25'" Track CRACO MFG INC — SmartTrack25'" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper2511 Track PHILLIPS MFG CO L L C — Viper251" Track Ja. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item I — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 fn. deep fabricated from min 0.020 in. thick gaiv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vlper201M Track MARINO/WARE, DIV of WARE INDUSTRIES INC — Viper -2011 Track PHILLIPS MFG CO L L C — Viper201" Track 1C. Framing Members*-- Floor and Ceiling Runners — (Nat shown) — In lieu of Item 1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1D. Floor and Ceiling Runners — (Not shown)—For use with Item 2A- Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 In. long legs, attached to floor and ceiling with fasteners spaced max 24 In. OC. IE. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProfRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — Pro'rRAK RAM SALES L L C — Ram ProrRAK STEEL STRUCTURAL PRODUCTS L L C — Tri -S ProTRAK 1F. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in, long legs fabricated from rnin 0.015 In. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members* - Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and telling with fasteners 24 In. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD'Track 1H. Floor and Ceiling Runners — (Plot shown) — Channel shaped, fabricated from min 0.02 In. gaiv steel, min width to accommodate stud size, with rain 1 In. long legs, for use with studs specified below and fabricated from min 0.02 In. gaiv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper201M Track V1100. 1I. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with items 2H, channel shaped, fabricated from min. 0.015 in. (ruin bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 In. OC. max. TELLING INDUSTRIES L L C — TRUE -TRACK" I.J. Framing Members* - Floor and Ceiling Runner -- Not shown - In lieu of Item 1 — For use with Item 2I, proprietary channel shaped runners, 3-5/13 in. deep attached to floor and telling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper2511 Track SK. Framing Members* - Floor and Ceiling Runner— Not shown - In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick gaiv steel, attached to floor ail(] ceiling with Pastenus spaced 24 In. UC nd x. TELLING INDUSTRIES L L C — Viper201" Track 1L. Framing Members* — Fluor and Ceiling Runners — (Plot Shown) — As an alternate to Item 1 - For use with Item 2N. Channel shaped, attached to floor and telling with fasteners 24 fn. OC. max. BAILEY METAL PRODUCTS LTD — Type PLATINUM PLUS 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assernbly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 58, 5E, 511, Si and 5K) Channel shaped, fabricated from min 20 MSG corrosion -protected or gaiv steel, 3-1/2 in. min depth, spaced a max of 16 In. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 In. less than assembly height. 2B. Framing Members* - Steel Studs — (As an alternate to Itern 2, For use with Items SC, 5( or 5K) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 In. OC. Studs to be cut 3/4 In less than the assembly height and installed with a 1/2 In. gap between the end of the stud arid track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper251" CRACO MFG INC — SmartStud25'" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper251% PHILLIPS MFG CO L L C — Viper251" 2C. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as Indicated under Itern 5, spaced a max if 24 in. OC, fabricated from ruin 0.020 in. thick galv steel. Studs cut 3/8 in, to 3/4 In. less In lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vlper2011' MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20'" PHILLIPS MFG CO L L C — Vlper20'" 2D. Framing Members*— Steel Studs — In lieu of Iters 2 - Channel shaped studs, ruin depth as indicated under Item 5, spaced a max of 24 In. OC. Studs to be cut 3/4 In. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC —'Type SUPREME Framing System 2E. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) —For use with Items 5F or 5G or 51 or 5K only, channel shaped studs, min depth as indicated under Item 5F, SG or 51, fabricated from min. 0,015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 In. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — Pro5TUD RAM SALES L L C — Ram ProSTUO STEEL STRUCTURAL PRODUCTS L L C — Tri -S ProSTUD 2F. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, mnirnum width Indicated under Item 5, 1-1/41n. deep fabricated from min 0.015 In. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 - proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) — Fabricated from min. U.U15 In. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 In. less than assembly height. TELLING INDUSTRIES L L C — TRUE -STUD" 2I. Framing Members* - Steel Studs — (As an alternate to Iters 2, For use with Items 5C or 5L or 5K) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a '71 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25" 21. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — proprietary channel shaped steel studs, min depth as Indicated under Iters 5, spaced a max if 24 in. OC, fabricated from ruin 0.020 in. thick gaiv steel, Studs cut 3/8 In. to 3/4 fn. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper201" 2K. Framing Members*— Steel Studs — As an alternate to Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. EB M6TAL INC — EB Stud 2L. Framing Members* — Steel Studs — As an alternate to Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as Indicated under Item 5, spaced a max of 24 In. OC. Studs to be cut 3/8 to 3/4 In. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Iters 5, spaced a rnax 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 — StudrUte'" 2N. Framing Members* — Steel Studs — As an alternate to Item 2 - For use with Item 1L, channel shaped, min 3-5/8 In. wide, spaced a rnax of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. BAILEY METAL PRODUCTS LTD —,Type PLATINUM PLUS 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.) - (Not Shown) - 4 ft wide, 7/16 In. thick oriented strand board (OSB) or 15/32 In, thick structural 1 sheathing (plywood) complying with DOC PSI or P52, or APA Standard PRP -108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self -drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 In. OC. in the perimeter and 12 in. OC. In the Held. When used, fastener lengths for gypsum panels increased by min. 1/2 In. 4. Batts and Blankets* — (Required as Indicated under Item 5) — Mineral wool Batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (UKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets' — (Optional) — Placed in stud cavities, any glass fiber or mineral wool Insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fre Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 48. Batts and Blankets* — For use with Item 5K. Placed In stud cavities, any ruin. 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. S. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (muitilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2, 2C, 2D, 2F and ZG No. of Layers & Thkns of Panel Min .Thkns of Insulation (Item 4) 1 3-1/2 1 layer, 5/8 In. thick Optional 1 '2-1/2 1 layer, 1/2 In. thick 1-1/2 In. 1 1-5/8 1 layer, 3/4 iii, thick Optional 2 1-5/8 2 layers, 1/2 In. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 fn, thick 3 in. 3 1-5/8 3 layers, 1/2 In. thick Optional 3 1-5/8 2 layers, 3/4 In. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, S/8 fn. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2 layers, 3/4 in. (hick 2 in. CGC INC — 1/2 in. thick Type C, IP -X2 or IPC -AR; WRC, 5/8 in. thick Type AR, C, IP -AR, IP -XI, IP -X2, IPC -AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP -X3 or ULrP.ACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP -XI, AR, C, WRC, FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types IP -X3 or ULTRACODE USG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 in. Types C, SCX USG MEXICO S A DE C V — 1/2 In. thick -rype C, II' -X2, IHC -AIL or WRC; 5/8 in. thick rype AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX, WRC or; 3/4 In. thick Types IP -X3 or ULTRACODE When Item 78, Steel Framing Members-, Is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth Is 3-1/2 In., min. thickness of insulation (Item 4) Is 3 In., and two layers of gypsum board panels (1/2 in. or 5/8 in, thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board parcels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described In Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described In Iters 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) - As an alternate to Iters 5 when used as the base layer on one or both sides of wall when 5/8 in or 1/4 in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 In. or Vs In. may be used as alternate to all 5/8 in. or 1/4 In, shown In Item 5, Wallboard Protection on Each Side of Wall table. Nam 5/8 In, or'/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered ruin 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 In. long Type 5-12 steel screws spaced 8 In. OC at perimeter and 12 In. OC In the veld. 'To be used with Lead Datten Strips (see Item 11) or Lead Discs or Tabs (see Iters 12). RAY -BAR ENGINEERING CORP — Type RB -LBO 5C. Gypsum Board* — (For Use With Item 2B) Rating Limited to 1 Hour. 5/8 in. thick, 48 In. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board Is to be installed on each side of the studs with I In. long Type S coated steel screws spaced 8 In. OC starting 4 In. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the. board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsurn board Is to be installed on each side of the studs with I in. long -Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 In. OC starting 6 In. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO —Type SCX, SGX. USG BORAL ZAWAWI DRYWALL L L C SFZ — Type SCX USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described In Item 6. For use with Items 1 and 2 only. CGC INC — Type USGX. UNITED STATES GYPSUM CO — Type USGX. USG MEXICO S A DE C V — Type USGX. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Iters 5 when used as the base layer on one or both sides of wall when 1/2 In. or 5/8 In thick products are specified, For direct attachment only to steel studs Itern 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 fn. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E arid 2E and limited to 1 Hour Rating only, Gypsum Panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 fn. OC along vertical and bottom edges and 12 In. OC In the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 In. thick Type SCX, SGX. USG BORAL ZAWAWI DRYWALL L L C SFZ — 5/8 in. thick "rype SCX 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items LE arid 2E only, Gypsurn panels with beveled, square or tapered edges, applied vertically or horizontally, as specified In the table below and fastened to the steel studs as described in Item 6. Vertical joints [entered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints In adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints arid horizontal butt joints in adjacent layers (multilayer systems) staggered a mill of 12 in. "The thickness and number of layers for the 2 hr, 3 hr arid 4 fir ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Iters 2E No, of Layers & Thickness of Panel Min Thkns of Insulation (Item 4) 2 1-5/8 2 layers, 1/2 In. thick Optional 2 1-5/8 2 layers, 5/8 In. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 fn. thick Optional 4 1-5/8 4 layers, 1/2 In. thick Optional CGC INC — 1/2 in, thick Type C, IP -X2 or IPC -AR;, 5/8 in. thick Type AR, C, IP -AR, IP -XI, IP -X2, IPC -AR, SCX, SHX, or; 3/4 In. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type SCX, SGX, SHX, IP -XI, AR, C, , FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types IP -X3 or ULTRACODE USG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 In. Type C; 5/8 In. Types C, SCX USG MEXICO S A DE C V — 1/2 in. thick Type C, IP -X2, IPG -AR or; 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC - AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACOUE 5H. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Iters 3) - Nem 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type 5-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC In the field. Gypsum board secured to 20 MSG steel studs Iters 213 with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Iters 12A). MAYCO INDUSTRIES INC --Type X -Ray Shielded Gypsum 5I. Gypsum Board* — (As an alternate to Item 5) - Nam. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as Indicated in Item 5. CGC INC —'Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO 5 A DE C V — Type ULX REFERENCE DRAWINGS STAMP PROJECT NO. REVISIONS BY CHK. DATE APPR. 0 IFC MP MP 1/30/18 1/30/18 ECHO Central Florida Regional hospital POWER ENGINEERING 4(terg rad �c�rI EPSS UPGRADEI . 4D I EC10NAL, F � PITA1 1401 West Seminole Blvd DRAWN CHECKED Sanford, FL 3277'1 MP MP `� ,� � l` Tel: (407) 321-4500 DATE DATE 1/22/18 1/30/18 ECHO Polder Engineering 480 Mobley Road Clarksville, TN 37043 61 b.692,9472 C OFA # 29346 APPROVED V. CAMPBELL 2/5/2018 FL # AR9127A SCALE NTS TITLE 5J. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs arid staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 In. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC In the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard arid 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 arid attached to the stud with construction adhesive and two 1 in. long Type 5-12 pan head steel screws, one at the top of the strip and one at the bottorn of the strip. Lead discs, norninal 3/8 in. diarn by max 0.085 In. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C" RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5K. Gypsum Board* — (Not Shown) - (As an alternate to Item 5) - Now. 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. Vertical joints In adjacent layers (inultilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints arid horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2 through 2L No, of Layers &Thkns of Panel Min Thkns of Insulation (Item 48) 1 3-5/8 1 layer, 5/8 in. thick 3-112111. 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 In. thick Optional UNITED STATES GYPSUM CO — 5/8 in. thick Type ULIX 6. Fasteners — (Not shown) — For use with Items 2 and 2F -'Type 5 or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 In. thick panels or 1-1/4 In, long for 3/4 fn. thick panels, spaced 8 In. OC when panels are applied horizontally, or 8 In. OC along vertical and bottom edges and 12 In. OC In the held when panels are applied vertically. Two layer systems: First layer- 1 in, long for 1/2 and 5/8 In. thick panels or 1-1/4 in. long for 3/4 in, thick panels, spaced 16 In. OC. Second layer- 1-5/8 in, long for 1/2 In., 5/8 in. thick panels or 2-1/4 In. long for 3/4 in. thick panels, spaced 16 In. OC with screws offset 8 In. from first Iayer.Three- layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 In. OC. Second layer- 1-5/8 In. long for 1/21n., 5/8 In. thick panels, spaced 24 In. OC. Third layer- 2-1/4 in. long for 1/2 In., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. front layer below. Four -layer systems: First layer- I in. long for 1/2 in„ 5/8 in, thick panels, spaced 24 in. OC. Second layer- 1-5/8 in, long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 In. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 In. long for 1/2 in. thick panels or 3 In. long for 5/8 in, thick panels, spaced 12 In. OC. Screws offset min 6 in, from layer below. 6A. Fasteners — (Not shown) - For use with Item SK- Type S or S-12 steel screws used to attach panels to studs or furring channels (Item 7). Single layer systems: 1 In. long screws, spaced 8 In. OC when panels are applied horizontally, or U in. OC along vertical arid botturn edges arid 12 in, OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in, long screws, spaced 16 in. OC. Second layer- 1-5/8 fir. screws, spaced 8 In. OC with screws offset 8 in. from first layer, Three -layer systems: First layer- 1 in, long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in. OC. Third layer- 2-5/8 In. long screws, spaced 8 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- I in. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in. OC. Third layer- 2-5/8 in. long screws, spaced 24 in. OC. Fourth layer- 3 In. long screws, spaced 8 in. OC, Screws offset min 6 in, from layer below. 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resillent furring channels fabricated from ruin 25 MSG corrosion- protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each Intersecting stud with 1/2 In. lung Type S-12 steel screws. Not for use with Iters 5A and 5E. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gaiv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max, 24 in. OC perpendicular to studs. Channels secured to studs as described In Item b. Gypsum board attached to furring channels as described in Item G. Not for use with Iters 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Itern 7Aa) to studs (Item 2). Clips spaced max. 48 In. OC. RSIG1 and RSIGl (2.75) clips secured to studs with No. 8 x 1-1/2 in, minimum self -drilling, S-12 steel screw through the center grommet. RSIC-V and R5IC-V (2.75) clips secured to studs with No. 8 x 9/16 In. minlmum self -drilling, S-12 steel screw through the center hale. Furring channels are friction fl[ted Into dips. fi51G1 and liS1C-V dips far use with 2.9/16 In. wide furring channels. RSIC-I (2.75) and RSIC-V (2.75) clips for use with 2-23/32 In. wide furring channels. PAC INTERNATIONAL L L C —'Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Iters 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG gaiv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described In Item S. Not for use with Item SA and 5E. L. Steel Framing Members* — Used to attach furring channels (Item Ina) to one side of studs (Iters '2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2.1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted Into clips. KINETICS NOISE CONTROL INC — Type Isornax 7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below; 111 l��pp����,����������li''Lll[ll''lll,lo—o—�1'1&�11,4 MA It JOB LOCATION SANFORD, FL JOB NO. DWG NO. EE17-095 A102 FILE NAME A102. DWG CLIENT CODE/FILE-PROJ. SUB REV. 0 J 7 III REFERENCE DRAWINGS D320 MAIN ELECTRICAL ROOMS & GENERATORS DEMOLITION LAYOUT D321 MAIN ELECTRICAL ROOMS NEW GDP & ATS ROOM NEW LAYOUTS D325 MAIN ELECTRICAL ROOMS AND NEW ATS ROOM - FIRE AND MECHANICAL III STAMP 1 1ST FLOOR DEMO PLAN 103 SCALE: 1 /8" = 1'-0" 2 1 ST FLOOR NEW WORK PLAN 1037 SCALE: 1 /8" = 1'-0" PROJECT NO. Central Florida Regional Hospital 0 antral Florida EPSS UPGRADE EOIONAL HOSPITAL 1401 West Seminole Blvd Sanford, FL 32771 Tel: (407) 321-4500 KEYNOTES Align neW section of Wall With existing. �2 Match existing Wail type, construction and rating. In—fill opening With materials matching exisitng Wall type, construction and rating, Existing 2—hour fire barrier. ARCHITECTURAL NOTE ARCHITECTURAL LEGEND DOOR JAMB DETAIL (HEAD SIMILAR) ) SCHEDULED WALL MATERIAL JAMB ANCHORS HOLLOW METAL FRAME SPOT GROUT FRAME — REFER TO GYPSUM BOARD SPECIFICATIONS HEIGHT STUD DEPTH SPACING GAUGE 0' — 12' 3— 5/8" 16 25 12.1' — 16' 3-5/8" 16" 20 16.1' — 23' 6" 16" 20 GENERALNOTES The intent of the demolition is to remove all items not required for new construction; or that are in conflict With neW construction, Whether or not individually numbered. Remove and/or relocate all such items as required for neW construction, Demolition Work shall be executed in conformance With all codes and as set forth by all governing authorities. Verify that exit egress is maintained for all occupied areas of the building throughout construction. Maintain the existing building envelope in a Water tight condition at all times, Do not cut structural Work in a manner resulting in a reduction of load carrying capacity or load/deflection ratio. Notify the architect of all structural cuts prior to execution so that approval can be obtained from the architect/engineer. Brace all existing structures or structural elements as necessary during demolition. Verify location of existing utility lines prior to excavation. These lines are to remain undisturbed during construction. Notify architect of any potential conflicts prior to construction. see engineering documents for demolition of utilities. Coordinate With Building Representative for existing equipment to be relocated. Remove existing construction as indicated. typical partition removal includes finishes, mechanical, plumbing and electrical systems contained therein. Remove doors, coseWork, Windows, frames, and other fixtures as required. After removal of pipe chases, patch holes in existing floors or partitions to remain to meet original fire protection and structural requirements. Patch to receive neW finishes per finish schedule or plans, For extent and location of channeling of existing floor slabs refer to mechanical, plumbing, and electrical droWings. If existing piping or conduit Work (other than the desired connection) is encountered While channeling, the contractor shall notify the architect before continuing. Where existing openings are to be infilled — remove existing H.M. frame, door and hardware and prepare opening for infilling With materials to match existing partition construction, Where new openings are planned — remove section of existing partition as indicated and prepare opening for installation of door/frome or cased opening as scheduled. Existing sprinkler system to remain and be modified as necessary due to new layout. Layout neW construction in accordance With the architectural plans and applicable codes. Any discrepancies due to existing conditions or With the proposed layout as dimensioned shall be coordinated immediately With the architect. All dimensions are from finished face of gypsum board unless noted otherwise. TAG WIDTH HEIGHT DESCRIPTION TYPE FRAME RATING REMARKS 3'-0" 7'-0" SINGLE HOLLOW METAL FLUSH HOLLOW METAL 90 MIN 4'-0" 7'-0" SINGLE HOLLOW META!_ FLUSH HOLLOW META!_ 90 MIN E" EXISTING TO REMAIN SET NO. WIDTH FUNCTION FINISH REMARKS (3) HINGES, (1) CLOSER, (1) WALL OR FLOOR STOREROOM MATCH EXISTING (D STOP, (1) FIRE EXIT DEVICE*, (3) SILENCER eEx EXISTING TO REMAIN *KEYED TO OWNER'S SPECIFICATION WITH CORES COMPATIBLE WITH EXISTING SYSTEM REVISIONS BY CHK. DATE APPR. ECHO PoWer Engineering IFC MP MP 1/30/18.1/30/18 E C H 0 480 Mobley Road POWER ENGINEERING Clarksville, TN 37043 615.692.9472 C OF A # 29346 DRAWN CHECKED APPROVED MP MP V. CAMPBELL 2/5/2018 FL # AR91274 DATE DATE SCALE 1/22/18 1/30/18 1/8" = 1'-0" TITLE JOB LOCATION SANFORD, FL JOB NO. DWG NO. EE17-095 A103 FILE NAME A103. DWG CLIENT CODE/FILE-PROD. SUB REV. 0 existing partition - existing 2 hour fire barrier existing to be demolished aHR neW 2 hour rated gypsum — UL Design U419 FF surface—mounted portable 0 fire extinguisher- xtinguishercombination combinationexit sign/ emergency light DOOR JAMB DETAIL (HEAD SIMILAR) ) SCHEDULED WALL MATERIAL JAMB ANCHORS HOLLOW METAL FRAME SPOT GROUT FRAME — REFER TO GYPSUM BOARD SPECIFICATIONS HEIGHT STUD DEPTH SPACING GAUGE 0' — 12' 3— 5/8" 16 25 12.1' — 16' 3-5/8" 16" 20 16.1' — 23' 6" 16" 20 GENERALNOTES The intent of the demolition is to remove all items not required for new construction; or that are in conflict With neW construction, Whether or not individually numbered. Remove and/or relocate all such items as required for neW construction, Demolition Work shall be executed in conformance With all codes and as set forth by all governing authorities. Verify that exit egress is maintained for all occupied areas of the building throughout construction. Maintain the existing building envelope in a Water tight condition at all times, Do not cut structural Work in a manner resulting in a reduction of load carrying capacity or load/deflection ratio. Notify the architect of all structural cuts prior to execution so that approval can be obtained from the architect/engineer. Brace all existing structures or structural elements as necessary during demolition. Verify location of existing utility lines prior to excavation. These lines are to remain undisturbed during construction. Notify architect of any potential conflicts prior to construction. see engineering documents for demolition of utilities. Coordinate With Building Representative for existing equipment to be relocated. Remove existing construction as indicated. typical partition removal includes finishes, mechanical, plumbing and electrical systems contained therein. Remove doors, coseWork, Windows, frames, and other fixtures as required. After removal of pipe chases, patch holes in existing floors or partitions to remain to meet original fire protection and structural requirements. Patch to receive neW finishes per finish schedule or plans, For extent and location of channeling of existing floor slabs refer to mechanical, plumbing, and electrical droWings. If existing piping or conduit Work (other than the desired connection) is encountered While channeling, the contractor shall notify the architect before continuing. Where existing openings are to be infilled — remove existing H.M. frame, door and hardware and prepare opening for infilling With materials to match existing partition construction, Where new openings are planned — remove section of existing partition as indicated and prepare opening for installation of door/frome or cased opening as scheduled. Existing sprinkler system to remain and be modified as necessary due to new layout. Layout neW construction in accordance With the architectural plans and applicable codes. Any discrepancies due to existing conditions or With the proposed layout as dimensioned shall be coordinated immediately With the architect. All dimensions are from finished face of gypsum board unless noted otherwise. TAG WIDTH HEIGHT DESCRIPTION TYPE FRAME RATING REMARKS 3'-0" 7'-0" SINGLE HOLLOW METAL FLUSH HOLLOW METAL 90 MIN 4'-0" 7'-0" SINGLE HOLLOW META!_ FLUSH HOLLOW META!_ 90 MIN E" EXISTING TO REMAIN SET NO. WIDTH FUNCTION FINISH REMARKS (3) HINGES, (1) CLOSER, (1) WALL OR FLOOR STOREROOM MATCH EXISTING (D STOP, (1) FIRE EXIT DEVICE*, (3) SILENCER eEx EXISTING TO REMAIN *KEYED TO OWNER'S SPECIFICATION WITH CORES COMPATIBLE WITH EXISTING SYSTEM REVISIONS BY CHK. DATE APPR. ECHO PoWer Engineering IFC MP MP 1/30/18.1/30/18 E C H 0 480 Mobley Road POWER ENGINEERING Clarksville, TN 37043 615.692.9472 C OF A # 29346 DRAWN CHECKED APPROVED MP MP V. CAMPBELL 2/5/2018 FL # AR91274 DATE DATE SCALE 1/22/18 1/30/18 1/8" = 1'-0" TITLE JOB LOCATION SANFORD, FL JOB NO. DWG NO. EE17-095 A103 FILE NAME A103. DWG CLIENT CODE/FILE-PROD. SUB REV. 0 GENERAL NOTES: 1. OVERLOAD AMPERAGE SHOWN IS THE NAMEPLATE FLA OF THE MOTOR. KEY NOTES: FPL SERVICE #1 1. PANEL EQ1 LOAD COMBINED IN NEW PANEL EQ. PANEL EQ1 IS ELIMINATED. UTILITY TRANSFORMER 2. TO BE FED FROM NEW EQUIPMENT BRANCH PANEL "EQ". SEE DRAWING D303. I cnnv in ('1-1111 FP T()WFP PI IUPC T1NP 41 ANIn TWP 449 \NII I RF NAr1VF'F) Tr) TNF NIPW REFERENCE DRAWINGS D301 SERVICE 2 DEMOLITION ELECT. ONE -LINE D302 SERVICE 1 NEW ELECTRICAL ONE -LINE D320 MAIN ELECT. RM & GEN. DEMO. LAYOUT PROJECT NO. REVISIONS BY CHK. DATE APPR. 0 IFC AT/DS JP 11/17 JPE C H O Central Florida Regional Hospital POWER ENGINEERING Central Florida EPSS UPGRADE RRC;IONAL HOSPITAL 1401 West Seminole Blvd DRAWN CHECKED Sanford, FL 32771 AT JP Tel: (407) 321-4500 DATE DATE 9/1/17 1/23/18 ECHO Power Engineering 480 Mobley Road Clarksville, TN 37043 615.200.6813 C OF A # 29346 APPROVED J. PRECISE T1/25/18 PE # 75126 SCALE NONE TITLE SERVICE 1 DEMOLITION ELECTRICAL ONE -LINE JOB LOCATION FILE NAME SANFORD, FL EE17-095 CENTRAL FL B SL JOB NO. DWG NO. CLIENT CODE/FILE-PROJ. SUB. [__REV. EE17-095 D300 0 NE I-' (NON-ESSENTIAL) - _ - - GENERAL NOTES: EXISTING I-' - - -' - - - 7 700iCW I I 1. ALL SPLICES SHALL BE MADE USING MECHANICAL POLARIS TYPE LUGS. GENERATOR GI 2. LOAD STUDY (LS) VALUES SHOWN ARE 125% OF MAX MEASURED AMPS. 0 FPL SERVICE #1 48OV I (" - - - - '-" -' - -- 13000A UTILITY TRANSFORMER 1052AI KEY NOTES: I NEW QUICK CONNECT 135KA 277/480 1500 VA NEUT. I 1. EXISTING 70OKW GENERATOR SHALL BE LEFT IN PLACE AND UTILIZED TO PROVIDE EMERGENCY POWER TO NON-ESSENTIAL LOADS. 1206AT 2. T-EAL1 XFMR XO SYSTEM BONDING JUMPER AND XFMR GND TO PANEL GROUNDED CONDUCTOR WITH #1/0. GROUND TO NEAREST BUILDING STEEL. T4 480V GND. 1 3. T-NEAL XFMR XO SYSTEM BONDING JUMPER AND XFMR GND TO PANEL GROUNDED CONDUCTOR WITH #8. GROUND TO NEAREST BUILDING STEEL. I K1 I - 4. ATS SHALL BE LOAD SHED/INHIBIT PER THE SEQUENCE OF OPERATION PROVED ON THIS DRAWING. I 1500AT 1500AT L_ - _ - _ - - - _ _ - - 5. NEW 2 -WIRE START SIGNAL #12 THWN SHALL BE INSTALLED FROM ATS TO EXISTING 70OKW GENERATOR. 6. T -LN XFMR XO SYSTEM BONDING JUMPER AND XFMR GND TO PANEL GROUNDED CONDUCTOR WITH #8. GROUND TO NEAREST BUILDING STEEL. 7. ADD A 50A BREAKER WITH LOCKING HASP TO EXISTING PANEL NEQH FOR NEW T-NEQL2, 8. T-EQL2 XFMR XO SYSTEM BONDING JUMPER AND XFMR GND TO PANEL GROUNDED CONDUCTOR WITH #8. GROUND TO NEAREST BUILDING STEEL. TRANSFORMER TO BE LABELED PER NEC 450.14 "TRANSFORMER DISCONNECT LOCATED IN PANEL NEQH IN ADJACENT ROOM 10. 520 T® NMSB 2 (D303) NEWNMSB ___acv_-- °- °-_- �v- ------ LS-1656A--,-.--_---_._.-------------�-_------� ®-------_ _ -- SECT. 1 i SECT. 2 i SECT. 3 I SECT. 4 K1 - I I 2500AT1@ I I I GFP / ION I 2500A 480/277, 3P, 4W, 65KAIC (28.49KA AFC) 7650 I -NEW.- I \ I \ \ I I4 I 150AT� 175j)125AT) 100j)100AT 1 4001 i 250j)80AT1 90AT 1 350AT 1 4001) 350AT1 i 800AT� 450AT1 4001) 400AT1 i D I GFP GFP GFP GFP GFP J GFP I GFP GFP J GFP J GFP J GFP GFP J I SPARE GFP J GFP GFPJ I I I I I I I I L-----_ --- --- - -- - --- ..__ - - - -- --- -L----- --- -- - -------------- NE-11 NEMf NEW 150 255 150 100 100 400N 255N 85 90 350 420 L 480 420 400 480V® T-NEQL2 2ND FL CORD. DS -T -NA FMECH FL FEAST FL PNL-XH ENDO- PATIENT TO 460 30 EQUIP. UNIT CH SCOPY FLOORS KVA RM NORMAL M M RF EXAM WIREWAY PANELHN 208/120V YBRANCH ST (D303) rn NEW ATS -CHILLERS 1200A L 50KIAC (23.74KA AFC) 3P LS -1135A (NON-ESSENTIAL) 5 _ _ NEW SSBI^ LS -7_49A _ _- I I 1200A 480, 3P, 3W, 65KAIC (22.75KA AFC) 1 I I 600AT� 450AT� 350AT1 SPD TO NMSB2 (D303) 480V A NEW 45LN 30AT� KVA 206/120V Y I SAT 50AT1 J 100N PNL LS -16A O 208V LN FAN MCD 112 100A WATER PMP 1 15AT1 J 15AT� 30AT� L1 60AT1 J I SAT 50AT1 J 50AT \ 60AT� 50AT) J 60AT 1 60AT1 60AT� J J I II-_ -------------------------------------------- FAN ATS-EC2 112 FAN WATER PMP SPARE I E-2 20 20 Y3U E-1 65 20 #1 65 65 65 EW NEW 65 65 65 FAN FAN TWR CLN TOTAL (@ 125%) COOLING TWR #1 EX14AUST FAN VFD CHILLEn WV COOLING CHILLED TWR #2 New Gen A E-2 STARTER E--3 STARTER New Gen B 80OKW FAN VFD E-1 STARTER WATER PMP #2 WATER FAN VFD PMP fl 65 65 65 SYS. 2 Clarksville, TN 37043 615.200.6813 C OF A # 29346 25HP 25HP 2U 20 20 65 65 TWP #1 TWP #2 COND. WATER l \I 15 TT 15AT I I I PUMP TWP#3 (BACKUP) REFERENCE DRAWINGS D303 SERVICE 2 NEW ELECTRICAL ONE -LINE D320 SCHEDULES SHEET 1 OF 4 D321 SCHEDULES SHEET 2 OF 4 D322 SCHEDULES SHEET 3 OF 4 D322 SCHEDULES SHEET 4 OF 4 D321 NEW ELECT. RMS, NEW GDP & ATS ROOM NEW LAYOUTS D322 NEW GEN. AREA DEMOLITION LAYOUT D323 NEW GENERATOR AREA NEW LAYOUT I I I / I I 1 65 1 WATER PUMP #3 #2 352FLA NEW ATS -EC 400A 42KAIC (21.89KA AFC) L LS -185A 3P (CRITICAL BRANCH) 420 TO PANEL EC (D303) Category 3HP IEXHAUST (2HP IEXHAUST L1 ATS -CL 3HP EXHAUST 25HP CHILLED 25HP CHILLED ATS-EA2 13 FAN FAN ATS-EC2 112 FAN WATER PMP WATER PUMP 396 E-2 E-3 COOLING COOLING E-1 #2 #1 L2 TOTAL (@ 125%) 265 A Total TWR CLN TWR CLN TOTAL (@ 125%) 1426A Capacity KW Amps New Gen A SWEEP SWEEP New Gen B 80OKW 1203A ' ECHO Power Engineering TITLE EC H 0 SYS. 1 SYS. 2 Clarksville, TN 37043 615.200.6813 C OF A # 29346 REFERENCE DRAWINGS D303 SERVICE 2 NEW ELECTRICAL ONE -LINE D320 SCHEDULES SHEET 1 OF 4 D321 SCHEDULES SHEET 2 OF 4 D322 SCHEDULES SHEET 3 OF 4 D322 SCHEDULES SHEET 4 OF 4 D321 NEW ELECT. RMS, NEW GDP & ATS ROOM NEW LAYOUTS D322 NEW GEN. AREA DEMOLITION LAYOUT D323 NEW GENERATOR AREA NEW LAYOUT I I I / I I 1 65 1 WATER PUMP #3 #2 352FLA NEW ATS -EC 400A 42KAIC (21.89KA AFC) L LS -185A 3P (CRITICAL BRANCH) 420 TO PANEL EC (D303) Category Loads Max Measured Load (A) L1 ATS -CL 53 ATS -EA 81 ATS-EA2 13 ATS -EC 148 ATS-EC2 112 ATS -Fire Pump 92 ATS-EQ2 396 ATS-EQE 34 L1 TOTAL (@ 125%) 1161 A L2 ATS -EQ 212 L2 TOTAL (@ 125%) 265 A Total TOTAL 1140 A TOTAL (@ 125%) 1426A Capacity KW Amps New Gen A 80OKW 1203A New Gen B 80OKW 1203A 50 100N NEW PNL-NEQL2 LS -18.5A r___®®® ----------- I OOAT1 100A 08 120 P 4W 10KA1 3.3KA AFC 30AT) I SAT) 15AT 1 30 20 20 RM RM RM CU AHU 1 AHU 2 NEW ATS -EQ 400A 42KAIC (22.45KA AFC) L LS -265A (EQUIPMENT BRANCH) PANEL EQ (D303) Sequence of Operations TO PANEL EQE (D303) )EL CONSUMPTION NERATOR FUEL CONSUMPTION O 10OX LOAD - 57.3 GAL./HR :NERATOR TANK CAPACITY - 3927 GAL, 3800 GAL. USABLE FUEL. )TAL RUN TIME - 66.3 HRS )W LEVEL FUEL ALARM AT 48 HOURS, 2750 GAL NEWT-__®.__.__-- ---I NEWI='c.----------- 80OKW I - I 80OKW I I GENERATOR A G GENERATOR B G 480/277V1 I 480/277V1 I 35KAICI I 35KAIC1 I NEUT. (26.42KA AFC) I I (29.67KA AFC) NEUT. I 1500AT1 GND, I I 1500AT� GND. I J I I I L -_,-- --------J L___- --® ---J =520 NEW SWBD GDPLS-1434A _ _ _ _ -T---- ---------------eee--.e --e ee i PALLEUNG CONTROL I I I I I ON765 ON765 I I I 3000A 480/277, 3P, 4W, 35KAIC (27.2KA AFC) I I I 800AT J 1 4001)) 400AT1 i 2501) 2001) 400AT� 250AT 1 70AT J 1 800AT \ 1 NE SP® I J J J I I I GND I I I I I NEW M NEW _NEW_ rNE NEW 8®40N 400 420 255N 200 I )4201 255N 85N1 1846N TO 1 NMSB #2 _j (D303) NEW 85N 175 NEW PE # 75126 ATS-EQ2 800A L 50KAIC (24.27KA AFC) 4P LS -503A 9/1/17 (EQUIPMENT BRANCH) PNL NEQH MLO 800A O NEW ATS-EQE 400A 42KAIC (22.07KA AFC) LS -42A (EQUIPMENT BRANCH) Normal Operating Configuration: Under Normal operating configuration all GDP breakers will be closed and all ATSs in Normal Position. Loss of Normal Power to any Automatic Transfer Switch: Upon receipt of a start signal each generator will initiate start-up followed by the sequence of operations below: • Once either generator reaches rated frequency and voltage, it will be closed in to the GDP bus and supply power to all loads except the equipment ATS - ATS -EQ. ATS-EQwill be inhibited by the generator paralleling controller panel. • Once the second generator reaches rated frequency and voltage, it will be synced with the first and closed in to the GDP bus via the generator controls. • Once both generators are on the bus ATS -EQ will transfer to emergency. Load Shedding: If any 80OKW generator is lost after both generators have been online and all ATSs transferred to emergency, the generator controller will load shed ATS -EQ. Return to Normal Operating Configuration: Once Utility power is restored, • All ATSs will transfer to Normal and the Generators will shut -down. ** It should be noted that all load measurements are individual 30 day maximum loads recorded. Collective loads as listed above are without diversity and include a 25% growth factor per NEC resulting in conservative load calculations. P.E. STAMP PROJECT Central Florida Regional Hospital No 7512 , etCentral Florida EPSS UPGRADE E;I,oA H,osPIr 1401 West Seminole Blvd Sanford, FL 32771 0.J : STAVE F' oF Tel: (407) 321-4500 NO. 0 1 IFC REVISIONS BY I CHK. DATE APPR. AT/DS I JP 11/17 JP TO NMSB 6r- ATS-EC2 260A L 42KA (21.48KA AFC) 4p LS -140A (CRITICAL BRANCH) NEW 255N TO PANEL NECH (D303) TO NMSB #2 NEW ATS -EA 260A 42KAIC (24.74KA AFC) L LS -101A 4p (LIFE SAFETY BRANCH) 255N TO NMSB NEW ATS-EA2 150A 42KAIC (16.46KA AFC) LS -16A (LIFE SAFETY BRANCH) NEAH F_-- -- - - - -'-I 70A 1480/277, 3P, 4W 50AT� 50AT� L-_ -- -J NEW PNL 50 NEAL3 480V A NEW T-NEAL 30 ry KVA O 208/120V Y NEW 100N NEW PNL-EAH _ _ _ _ LS -101A PNL -250A 480/277.3P, 4W, 25KAIC (13.2KA AFC) - - NEAL _T I I1 00 30AZT) 50AT 80AT1 SPD 1751)l 1 1 100A I 1 SPARE ®®-SPARE -®- _j J. PRECISE NEW 85N 175 480V A TE AL1 PE # 75126 112.5 PNL-OLKVA, 208/120V Y 2 DATE MLO NEW 420N 100A - JOB NO. NEW PNL-EAL1 LS --233A 9/1/17 400AT) ------ --- NONE 400A 208/120, 3P, 4W, 10KAIC (5.92KA AFC) D302 1150AT 150AT 125AT�SPD 1 �?P- L_ - _ __- NEW NEW 15ON 150N 130N 13ON NEW -NEW- PNL-EA PNL PNL GEN A GEN B ACCESRY ACCESRY MCB MCB MCB 150A 150A 125A ECHO Power Engineering TITLE EC H 0 480 Mobley Road SERVIC POWER ENGINEERING Clarksville, TN 37043 615.200.6813 C OF A # 29346 ATS -CL BOOA 50KAIC (24.74KA AFC) L L5 -67A (CRITICAL BRANCH) E 840N 84ON MBB MLO NEW ATS -FIRE PUMP 200A L 65KAIC (18.11KA AFC) 3P LS -115A CONTROL NEW 200 FIRE PUMP 75HP 75HP DES -13 92FLA FIRE 543LRA PUMP 130 E 1 NEW ELECTRICAL ONE -LINE DRAWN AT CHECKED JP APPROVED JOB LOCATION SANFORD, FI - J. PRECISE 1/25/18 PE # 75126 DATE DATE SCALE JOB NO. DWG NO. 9/1/17 1/23/18 NONE F_E17-095 D302 FILE NAME EE17-095 CENTRAL FL B SL CLIENT CODE/FILE-PROD. SUB. REV. 0 REFERENCE DRAWINGS D300 SERVICE 1 DEMOLITION ELECT. ONE -LINE D301 SERVICE 2 DEMOLITION ELECT. ONE -LINE P.E. STAMP ,`10111111rsww� �� PN. N. pA .. F W OF STAT �/ [t, PROJECT NO. REVISIONS BY CHK. DATE APPR. 0 IFC AT JP 09/17 JPE C H O Central Florida Regional Hospital POWER ENGINEERING Central Florida EPSS UPGRADE .. REQ0NAL HOSPITAL 1401 West Seminole Blvd DRAWN CHECKED Sanford, FL 32771 AT JP Tel: (407) 321-4500 DATE DATE 9/1/17 1/23/18 NMSB #1 (SECT. 4 DIST.) ° NMSB #1 (SECT. 3 DIST.) NMSB #1 (SECT. 2) NMSB #1 (SECT. 1) ECHO Power Engineering 480 Mobley Road Clarksville, TN 37043 615.200.6813 C OF A # 29346 APPROVED J. PRECISE 1/25/18 PE # 75126 7 SCALE NONE G n IRST FLOOR KEY PLAN BE REMOVED AND/OR REPLACED. 3A TO MAKE ROOM FOR THE NEW WALL. TITLE MAIN ELECTRICAL ROOMS & GENERATORS DEMOLITION LAYOUT JOB LOCATION SANFORD, FL JOB NO. DWG NO. EE17-095 D320 FILE NAME EE17-095 CENTRAL FL D LAYOUTS CLIENT CODE/FILE-PROJ. SUB. REV. 0 NMSB #2 (SECT. 1) NMSB #2 (SECT. 2) NMSB #2 (SECT. 3) NMSB #2 (SECT. 4) PROJECT NO. REVISIONS BY CHK. DATE APPR. 0 IFC AT JP 09/17 JPE C H O Central Florida Regional Hospital POWER ENGINEERING Central Florida EPSS UPGRADE .. REQ0NAL HOSPITAL 1401 West Seminole Blvd DRAWN CHECKED Sanford, FL 32771 AT JP Tel: (407) 321-4500 DATE DATE 9/1/17 1/23/18 NMSB #1 (SECT. 4 DIST.) ° NMSB #1 (SECT. 3 DIST.) NMSB #1 (SECT. 2) NMSB #1 (SECT. 1) ECHO Power Engineering 480 Mobley Road Clarksville, TN 37043 615.200.6813 C OF A # 29346 APPROVED J. PRECISE 1/25/18 PE # 75126 7 SCALE NONE G n IRST FLOOR KEY PLAN BE REMOVED AND/OR REPLACED. 3A TO MAKE ROOM FOR THE NEW WALL. TITLE MAIN ELECTRICAL ROOMS & GENERATORS DEMOLITION LAYOUT JOB LOCATION SANFORD, FL JOB NO. DWG NO. EE17-095 D320 FILE NAME EE17-095 CENTRAL FL D LAYOUTS CLIENT CODE/FILE-PROJ. SUB. REV. 0 PNL NEAL PNL NEAH NMSB#2 PNL MAIN NDPL T-NDPL ELECTRICAL ROOM 2 D310 1 D311 NECL T-NECL I F V) 42- 42 F 12 WORKSPACE a 151-600V WORKSPACE `\\ " -NEA 1 1-6 OV 42 6 WORKSPACI 151-600V z a z r ELECTRICAL ROOM Li c� z 19 F 42" a z WORKSPACE a° �- 151-600V n z z PNL-NEQL2 O ODAY TANK PUMPS NEW MINI -SPLIT CONDENSER GENERATOR -2 ROOM NON-ESSENTIAL GEN 2 (70OKW) BATT. CHARG. PNL EQL1 T-EQL1 (OH) NMSB #2 (SECT. 1) NMSB #2 (SECT. 2) NMSB #2 (SECT. 3) NMSB #2 (SECT. 4) NMSB CHILLER/BOILER PLAINT STORAGE FIRE PUMP ROOM FIRE PUMP AND PIPING WORKSPACE 1 1-600V ❑ STORAGE STORAGE ATS -FIRE CABINET CABINET PUMP/CONTROLLER PNL EAL1 PNL-EAH ATS ATS ATS N a� U Q W 151-600V EA2 EC2 EA 8f� �> `�ix� ag 42 nay RAN Sf � WORKSPACE NEW ATS ROOM 42"X2 DOUBLE WORKSPACE 151-BOOV GDP GDP (SECT.3) (SECT.2) ❑ 80OKW GENS ENERGY MONITOR Q. CONN. I Q. CONN. DIST. REFERENCE DRAWINGS P.E. STAMP PROJECT D310 SCHEDULES SHEET 1 OF 4 D311 SCHEDULES SHEET 2 OF 4 0° Central Florida Regional Hospital s�•`,��?;N. N'..;'9F��i� D312 SCHEDULES SHEET 3 OF 4 m,,�O�P,�EIV,g�•.,�',S�% EPSS UPGRADE D312 SCHEDULES SHEET 4 OF 4 No 7 s 1; o Central Florida D302 SERVICE 1 NEW ELECTRICAL ONE -LINE : = 1401 West Seminole Blvd REGIONAL !-�i�S�'ITAL D303 SERVICE 2 NEW ELECTRICAL ONE -LINE;, sr`A E( )F r.�= Sanford FL 32771 D500 MECHANICAL PLANS 0" ;,�\ . R4 oP,: N��,� ' D700 -D701 STRUCTURAL PLANS ��d',�SS�•.R .���A:`, Tel: (407) 321-4500 A100-103 ARCHITECTURAL DRAWINGS. ''�N;i`��, 0 GDP (SECTA ) 2 JOCKEY PUMP STARTER 0 n GENERAL NOTES: 1. ILLUMINATION IN ELECTRICAL WORK AREAS SHALL BE FIELD VERIFIED AND MODIFIED AS NECESSARY TO MEET 30 FOOT-CANDLES MINIMUM. 2. HATCHED ITEMS TO BE REMOVED AND/OR REPLACED. 3. REFER TO D326 FOR MECHANICAL AND FIRE LAYOUTS. KEY NOTES: 1. DOOR SHALL BE INSTALLED PER ARCHITECTURAL DRAWING A103 1.1. DOOR SHALL BE CECO CORPORATION REGENT MODEL B LABEL, 90 MIN, 18 G.A., 1-3/4" THICK, FLUSH OR ENGINEERING APPROVED EQUIVALENT. 1.2. HARDWARE SHALL BE PER MANUFACTURER SPECIFICATION AND INCLUDE PANIC HARDWARE. 1.3. FINISH FOR ALL HARDWARE SHALL BE DETERMINED BY OWNER. 1.4. UPON COMPLETION OF CONSTRUCTION, ALL LOCKSETS SHALL BE RE -KEYED AND NEW KEYS GIVEN TO OWNER. 2. REMOVE LOUVERS AND FILL IN WALL TO MATCH EXISTING. SEE DRAWING D701 FOR DETAILS. 3. NEW SWITCHBOARD SHALL BE INSTALLED ON 4" HOUSEKEEPING PAD. 4. NEW FIRE RATED WALL REFER TO ARCHITECTURAL DRAWINGS A100 -A103, 5. NEW OUTDOOR CONDENSATING UNIT AND SCREEN WALL SHALL BE INSTALLED PER MECHANICAL AND STRUCTURAL DRAWINGS D500, D700, AND D701. 6. NEW SWITCHBOARD SHALL BE FRONT ACCESS ONLY. 7. TRANSFORMER TO BE LABELED PER NEC 450.14 "TRANSFORMER DISCONNECT LOCATED IN EL PANNEQH IN ADJACENT ROOM". 0 J C1 Lu 1 J 0-1 z STORAGE 7J I F - z J 1 J z x m z a J FUEL PUMPS CHILLER/BOILER PLAINT b o a D 1`1E .I N(1RTH e 1 N 151- V VFD CHILLED VFD CHILLED PNL-MSC-1 WTR PMP #2 WTR PMP #1 PNL-EQ T -ML ECB b NMSB#1 42" MAIN WORKSPACE ELECTRICAL ROOM 42"X2 DOUBLE WORKSPACI 151-600V JBOX \\ \ 4NMSB #1 2"� WORKSPACE I (SECT. 4) ����� 0. NMSB #1 (SECT. 3) NMSB #1 (SECT. 2) NMSB #1 (SECT. 1) o . �T•�r • r• e FIRST FLOOR KEY PLAN TEL T I� 42"w KSPACE J _600V TELEPHONE ROOM PNL-EA MAIN ELECTRICAL ROOMS, NEW GDP, & NEW ATS ROOM NEW ELECTRICAL LAYOUT SCALE. 3/8" = P-0" NO. REVISIONS BY CHK. DATE APPR. ECHO Power Engineering EWC ER IRING C a0rksv�ilbeeyTN Road 615.200.6813 C OF A # 29346 TITLE MAIN ELECTRICAL ROOMS NEW GDP & ATS ROOM NEW LAYOUTS 0 IFC AT/DS JP 11/17 JP DRAWN AT CHECKED JP APPROVED JOB LOCATION SANFORD, FL FILE NAME EE17-095 CENTRAL FL D LAYOUTS J. PRECISE PE # 75126 1/25/18 DATE 9/1/17 DATE 1/23/18 SCALE NONE JOB NO. EE17-095 DWG NO. D321 CLIENT CODE/FILE-PROJ. SUB. REV. 0 REFERENCE DRAWINGS D300 SERVICE 1 DEMOLITION ELECT. ONE -LINE D301 SERVICE 2 DEMOLITION ELECT. ONE -LINE 6 P.E. STAMP ,,���rrrrrrrr�° 'GENS •�Pjvie No 1 t STAT E OF o N A� 1rrrrrr111 O 3 5 x 6 OUTSIDE AREA FOR NEW GENERATORS SCALE: 3/16" = 1'4" PROJECT NO. 0 Central Florida Regional Hospital Central Florida EPSS UPGRADE REGIONAL HOSPITAL 1401 West Seminole Blvd Sanford, FL 32771 Tel: (407) 321-4500 EXISTING ABOVE GROUND FUEL TANK I u REVISIONS BY CHK. DATE APPR. ECHO Power Engineering IFC AT/DS JP 11/17 JP E C H O 4801' Mobley Road POWER ENGINEERING Clarksville, TN 37043 615.200.6813 C OF A # 29346 DRAWN CHECKED APPROVED AT JP J. PRECISE 1/25/18 PE # 75126 DATE DATE SCALE 9/1/17 1/23/18 NONE I D32 ELECR KEY NOTES: 1. RELOCATE MOBILE CT CONNECT, 2. MOVE EXISTING DUMPSTERS. 3. REMOVE EXISTING DUMPSTER SCREEN BUSHES. 4. FENCED IN NATURAL GAS METER. 5. PAVED AREA. 6. GRASS LAWN AREA. 7. EXIS,rING —14' WALL TITLE NEW GENERATOR AREA DEMOLITION LAYOUT JOB LOCATION FILE NAME SANFORD, FL EE17-095 CENTRAL FL D LAYOUTS JOB NO. DWG NO. CLIENT CODE/FILE-PROJ. SUB. REV. EE17-095 D322 0 REFERENCE DRAWINGS D302 SERVICE 1 NEW ELECTRICAL ONE -LINE D303 SERVICE 2 NEW ELECTRICAL ONE -LINE D500 MECHANICAL PLAN D700 STRUCTURAL PLANS D701 STRUCTURAL DETAILS D324 NEW GENERATOR DETAILS D325 NEW GENERATOR LIGHTNING PROTECTION P.E. STAMP ♦♦♦ �p,N IN �. No 75126 a w ? STATE OF o Al N A111111110 � �?� ♦♦e NEW PARALLELING GENERATORS SCALE: 3/16" = 1'-0" PROJECT NO. 0 Central Florida Regional Hospital Central Florida EPSS UPGRADE RE00NAL HOSPITAL 1401 West Seminole Blvd Sanford, FL 32771 Tel: (407) 321-4500 KEY NOTES: 1. NEW DUCT BANK SHALL BE INSTALLED PER DRAWING D324. 2. RELOCATED MOBILE CT CONNECTION. 3. RELOCATED DUMPSTER. 4. NEW GENERATOR ANNUNCIATORS LOCATED IN PBX AND PLANT OPERATIONS. 5. 10' x 3/4" COPPER GROUND RODS AS NEEDED TO ACHIEVE 5 OHMS MAXIMUM GROUND RESISTANCE, GROUND RODS TO BE INTERCONNECTED USING AWG #4/0 BARE COPPER. GROUND TO BE ALSO CONNECTED TO BUILDING GROUND. ALL UNDERGROUND CONNECTIONS TO BE CAD WELDED. 6. NEW 14' TALL SCREEN WALL (REFER TO STRUCTURAL DRAWINGS D700 AND D701). 7. NEW CONCRETE SIDEWALK JOINED WITH THE EXISTING SIDEWALK PER STRUCTURAL DRAWINGS D700 AND D701. MATCH EXISTING SIDEWALK FINISH. 8. NEW CONCRETE SIDEWALK WITH RAMP TO EXISTING DRIVEWAY. PROVIDE RAMP BETWEEN THE ELEVATION CHANGE OF THE NEW AND EXISTING. MAXIMUM SLOPE OF 1:12. 9. NEW CURB. MATCH EXISTING CURBS. 10. AT WALL, DUCT BACK SHALL BE TURNED UP WALL AND ENTER NEMA 4X WEATHER PROOF PULL BOX. EXPOSED CONDUITS SHALL BE RMC. 11. LIGHTNING PROTECTION SHALL BE INSTALLED FOR NEW GENERATOR ENCLOSURE PER DRAWING D325, REVISIONS BY CHK. DATE APPR. IFC AT/DS JP 11/17 JP ECHO 4D POWER ENGINEERING DRAWN AT DATE 9/1/17 CHECKED JP DATE 1/23/18 ECHO Power Engineering 480 Mobley Road Clarksville, TN 37043 615.200.6813 C OF A # 29545 APPROVED J. PRECISE 1/25/18 PE # 75126 SCALE NONE TITLE r FIRST FLOOR KEY PLAN NEW GENERATOR AREA NEW LAYOUT JOB LOCATION FILE NAME SANFORD, FL EE17-095 CENTRAL FL D LAYOUTS JOB NO. DWG NO. CLIENT CODE/FILE-PROJ. SUB. REV. EE17-095 D323 0 A MA"0 FE R 6)1 1 1 <6 A NEW PARALLELING GENERATORS SCALE: 3/8" = P-0" ©ON REFERENCE DRAWINGS P.E. STAMP PROJECT D302 SERVICE 1 NEW ELECTRICAL ONE -LINE `1%a1►n111111�,� D303 SERVICE 2 NEW ELECTRICAL ONE -LINE .%0 N N pR lf,, Central Florida Regional Hospital D500 MECHANICAL PLAN 0,V_N '�c� ��' `'p�P'�`° N a EP SS UPGRADE D700 STRUCTURAL PLAN Cenfirl Florida D701 STRUCTURAL DETAILS 4 N� REGIONAL �osP�Ta� 1401 West Seminole Blvd D324 NEW GENERATOR DETAILS of Z. Sanford, Sanford FL 32771 D327 NEW GEN. ANNUNCIATOR PNL LOCATIONS �� •., �,: ���� °S to V0.9 Tel: (407) 321-4500 ...... S 10 N PA;�e,��`• 11 KEY NOTES: 1. NEW DUCT BANK 2. PHOTOCELL OPERATED WALL PACKET AREA LIGHTS WITH BATTERY BACKUP SHALL BE INSTALLED AROUND GENERATORS AND FED FROM GENERATOR LOAD CENTER PROVIDED WITH GENERATOR. 3. NEW 14' TALL SCREEN WALL (REFER TO STRUCTURAL DRAWINGS D700 AND D701). 4. GENERATOR EMERGENCY POWER OFF SWITCH (EPO) GLASS BREAK TYPE. WIRING FOR EPO SIWTCH SHALL BE AWG #12 THWN TYPE. 5. GENERATOR PAD TO BE POURED PER STRUCTURAL DRAWING D700 AND D701. 6. REFER TO GENERATOR CONTROLS BLOCK DIAGRAM FOR CONTROL CIRCUITS FROM GENERATOR. 7. (1) 150A SINGLE PHASE WITH NEUTRAL CIRCUIT (2-1/0 W/ #8 GND) PER GENERATOR TO FEED GENERATOR LOAD CENTER FROM LIFE SAFETY PANEL EAL1. GENERATOR ENCLOSURE INCLUDES CONVENIENCE RECEPTACLES FED FROM THE LOAD CENTER. 8. GENSTEEL – GENSTORM OUTSWING DOOR NOA NO. 17-0803.02 9. GENERATOR ANNUNCIATORS LOCATE IN PBX, MONITORED 24/7 AND PLANT OPERATIONS. 10. NEW EMERGENCY LIGHT EXIT SIGN COMBO WITH BATTERY BACKUP, TYP. EEL CONSUMPTION GENERATOR FUEL CONSUMPTION O 10096 LOAD - 57.3 GAL./HR GENERATOR TANK CAPACITY a 3927 GAL, 3800 GAL. USABLE FUEL. TOTAL RUN TIME - 66.3 HRS LOW LEVEL FUEL ALARM AT 48 HOURS, 2750 GAL NEW GENERATOR EPIC 4.4 REVISIONS TATS ROOM — CAT800K CONTROLLER 1 — WET LOCATION ETHERNET CABLE I I (3" MIN.) 6" WARNING "TAPE APPROX. 1' 1 – 2–#10 THWN DC POWER GDP MIN. BEYOND FINISH GRADE 6 – #14 THWN CONTROLS I ADEM A4 1 – BELDEN TRIAD 1031A ANNUNCIATOR EMCP 4.4 SCP RS485 I ENGINE CONT. 2 – #14 THWN ANNUNCIATOR POWER °A I I I I EXISTING SUBGRADE G BASE EXISTINCOURSE T=III—M =M= I ® I I \\\ 1 – WET LOCATION ETHERNET CABLE EXCAVATION 1 – 2–#10 THWN DC POWER NEW AGGREGATE VIII --1 RI- CONDUITS 6 – #14 THWN CONTROLS —TIT—IIIITIT — — 1, — — IIIA ILII CN MATCH EXISTING G" 1 – BELDEN TRIAD 1031A ANNUNCIATOR RS485 2 – #14 THWN ANNUNCIATOR POWER z NEW GENERATOR J. PRECISE PE # 75126 1/25/18 CAT SOOKW rf EPIC 4.4 BACKFILL •��\j\\\, CONTROLLER ATS -CL ATS-EC2 ATS-EA2 ATS -EA ATS-EQ2 ATS -LS ATS -Fr ATS -FO ATS-FnF ADEM A4 ENGINE CONT. 2 – #12 THWN ATS START 2 – #12 SPARE 6 – #12 INHIBIT/SHED (ATS–EQ, ATS–EQ2 & ATS–EQE) rPBXROOM-------------- rPLA_NT_OPERA_TI—----------_ NEW EMCP 4 NEW EMCP 4 I NEW EMCP 4 NEW EMCP 4 RS48 ANNUNCIATOR RS485 ANNUNCIATOR I I RS48 ANNUNCIATOR RS48 ANNUNCIATOR 113 ® I I ° ° o 13 I I 113 11,101 L------------ ----J �----- ------ ----� 1 – BELDEN TRIAD 1031A ANNUNCIATOR RS485 2 – #12 THWN 24V DC POWER TO EACH ANNUNCIATOR GENERATOR CONTROLS BLOCK DIAGRAM SCALE: NONE PAVED NON—PAVED AREA REVISIONS ADD 1/2" CROWN AT MATCH EXISTING PAVEMENT & 2" CROWN AT ASPHALT THICKNESS NON–PAVED AREAS (3" MIN.) 6" WARNING "TAPE APPROX. 1' NEW PAVEMENT, 6" ----_ BELOW FINISH GRADE MIN. BEYOND FINISH GRADE EXCAVATION WALL EXISTING ASPHALT IIIITI�I==.ITf III � MITI \. �MI I I (�III�I I I — —I=—T=T=I=T_III= I I I EXISTING SUBGRADE G BASE EXISTINCOURSE T=III—M =M= =M=M I II—ITT' / \\\ = EXCAVATION 4/0 BARE COPPER GND NEW AGGREGATE VIII --1 RI- CONDUITS \�/�\� BASE COURSE TO /\//\/ —TIT—IIIITIT — — 1, — — IIIA ILII CN MATCH EXISTING G" JOB LOCATION SANFORD, FL z MIN. J. PRECISE PE # 75126 1/25/18 BACKFILL •��\j\\\, /�/� 3' 3' RED DYED CONCRETE 13'1.L6" CONDUIT CABLE ENCASEMENT 11 8-3 500MCM, POWER (4 PER GENERATOR) 2-1", 4-2" COMM, EPO, SPARE 2-2" 1/0-3c, GEN. PNL & SPARE FIRST FLOOR KEY PLAN 3 GENERATOR DUCT BANK CROSS SECTION D324 SCALE: 1/2" = 1, NO. REVISIONS BY CHK. DATE APPR. ECHO Power Engineering E C H O 480 Mobley Road POWER ENGINEERING Clarksville, TN 37043 615.200.6813 C OF A # 29346 TITLE NEW GENE 0 IFC AT/DS JP 11/17 JP DRAWN AT CHECKED JP APPROVED JOB LOCATION SANFORD, FL J. PRECISE PE # 75126 1/25/18 DATE 9/1/17 DATE 1/23/18 SCALE NONE JOB NO. EE17-095 DWG NO. D324 RATO R DETAILS FILE NAME EE17-095 CENTRAL FL D LAYOUTS CLIENT CODE/FILE-PROJ. SUB. REV, 0 I L. 0 "NEW AIR "NEW" AIR TERMINAL TERMINAL I "NEW" DOWN CONDUCTOR (� II LO I I I I I I I "NEV AIR I TERMINAL I I "NEW MAIN I CONDUCTOR I7777 I 3 I IEXISTING AIR "NEW" DOWN I TERMINAL CONDUCTOR I "NEW" AIR TERMINAL 2 40:jI "NEW" AIR 1 TERMINAL NEW PARALLELING GENERATORS LIGHTNING PROTECTION D32S SCALE: 3/8" = P-0" REFERENCE DRAWINGS P.E. STAMP PROJECT D323 NEW GENERATOR AREA NEW LAYOUT D700 STRUCTURAL PLAN Central Florida Regional Hospital ,e�.�,��PN.N: p;9���� r,"sF`��''- E P S S UPGRADE �: • No 7 26 ' Central Florida *; * REGIONAL HOSPITAL 1401 West Seminole Blvd SWLh/ I' �Sanford/ FL 32771 ATIV „+ a ;$1,of ' - Tel: (407) 321-4500 "l5IO N A1. GENERAL NOTES 1. LIGHTNING PROTECTION SYSTEM COMPONENT SELECTION SHALL BE BASED ON EXISTING COMPONENTS. WHERE POSSIBLE AND APPROPRIATE, NEW LIGHTNING PROTECTION SYSTEM COMPONENTS SHALL MATCH EXISTING COMPONENTS. ALL MATERIALS SELECTED FOR INSTALLATION SHALL BE APPROVED PRIOR TO PURCHASE. 2. TYPICAL INSTALLATION DETAILS ARE FOR REFERENCE ONLY AND MY NOT BE REPRESENTATIVE OF WHAT IS INSTALLED ON SITE. DETAILS DO NOT SHOW ALL POSSIBLE INSTALLATION TECHNIQUES. BEST INSTALLATION PRACTICE SHALL BE DETERMINED BY SITE EVALUATION. 3. THE DESIGN AND INSTALLATION SHOWN HEREIN SHALL MEET THE REQUIREMENTS OF UNDERWRITERS' LABORATORIES STANDARD 96A FOR MASTER LABELED LIGHTNING PROTECTION SYSTEMS. THE ACTUAL MASTER LABEL WILL BE DELIVERED UPON COMPLETION OF INSTALLATION. 4. NO BEND OF A CONDUCTOR SHALL FORM A FINAL INCLUDED ANGLE OF LESS THAN 90' NOR SHALL HAVE A RADIUS BEND OF LESS THAN 8" 5. CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS AND SHALL FORM A TWO WAY PATH FROM EACH AIR TERMINAL HORIZONTALLY OR DOWNWARD TO CONNECTIONS WITH GROUND TERMINALS. AIR TERMINALS MAY BE INSTALLED WITH DEAD END CONDUCTOR THAT CONNECTS TO THE MAIN CONDUCTOR. THE DEAD END SHALL NOT EXCEED 8'-0". 6. ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED AT NOT MORE THAN 3'-0" MAXIMUM SPACING. 7. ADHESIVE ATTACHMENT OF LIGHTNING PROTECTION DEVICES SHALL BE BY AN ADHESIVE WHICH FUSES WITH THE ROOF STRUCTURE. ATTACHMENT MUST BE STRUCTURALLY SOUND TO THE POINT WHERE REMOVAL WOULD CAUSE DESTRUCTION OF THE ROOF ASSEMBLY. 8. CONNECTIONS TO GROUND ROD OR GROUND LOOP CONDUCTOR SHALL BE MADE AT A POINT NOT LESS THAN 2'-0" AWAY FROM FOUNDATION WALL. THE GROUND ROD SHALL BE INSTALLED AT A DEPTH NOT LESS THAN 10'-0". 9. ACTUAL JOBSITE CONDITION MAY NECESSITATE SLIGHT ALTERATIONS IN AIR TERMINAL AND GROUND ROD LOCATIONS. 10. AIR TERMINALS SHALL BE PLACED AT ALL UNPROTECTED OUTSIDE CORNERS AND LOCATED INTERMEDIATELY ON 20'-0" FOR AIR TERMINALS OF LESS THAN 24" (25'-0" FOR AIR TERMINALS OF 24" OR GREATER). MAXIMUM SPACING AROUND THE ROOF PERIMETER OR RIDGE AND WITHIN 2'-0" OF OUTSIDE EDGE. 11. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN A NEAT AND INCONSPICUOUS MANNER SO THAT ALL COMPONENTS BLEND IN WITH THE APPEARANCE OF THE BUILDING. 12. COMPLETE ENCLOSURE AND GENERATOR INSTALLATION SHALL BE COMMISSIONED AND APPROVED BY AHCA PRIOR TO PUTTING IN SERVICE. KEY NOTES: 1. CONNECT NEW GENERATOR LIGHTNING PROTECTION SYSTEM TO EXISTING BUILDING LIGHTNING PROTECTION SYSTEM. 2. 32 STRAND 17 GAUGE COPPER DOWN CONDUCTOR ROUTED FLUSH WITH CORNER TO GROUND ROD CONNECTION BELOW FINISHED GRADE. 3. 24 STRAND 14 GAUGE ALUMINUM CLASS I CONDUCTOR — U.L. LISTED. NEW MAIN CONDUCTOR (BOLD) EXISTING MAIN CONDUCTOR NEW AIR TERMINAL (BOLD & IDENTIFIED AS NEW) O EXISTING AIR TERMINAL NEW DOWN CONDUCTOR (BOLD & IDENTIFIED AS NEW) II LIGHTNING PROTECTION SYMBOL KEY SCALE: N.T.S. ' r ' L ' FIRST FLOOR KEY PLAN Y LIGHTNING PROTECTIN TYPICAL INSTALLATION DETAILS SCALE: N.T.S. NO. REVISIONS BY CHK. DATE APPR. ECHO Power Engineering 0 IFC AT/DS JP 11/17 JP E C H O 480 Mobley Road POWER ENGINEERING Clarksville, TN 37043 4D 615.200.6813 C OF A # 29346 DRAWN CHECKED APPROVED AT JP J. PRECISE T1/25/18 PE # 75126 DATE DATE SCALE 9/1/17 1/23/18 NONE TITLE NEW GENERATOR LIGHTNING PR®TECTION SYSTEM JOB LOCATION FILE NAME SANFORD, FL EE17-095 CENTRAL FL D LAYOUTS JOB NO. DWG NO. CLIENT CODE/FILE-PROJ. SUB. REV. EE17-095 D325 0 V CABLE CLAMP --�� V V 12' V V, V 36" MAX OR MORE o 10' OR MORE CABLE CLAMP SPACING PARALLEL CABLE SPLICE \ MAIN CONDUCTOR PARALLEL MAIN CABLE SPLICE CONDUCTOR SECONDARY BONDING CABLE 90' BEND 90' BEND 8' RADIUS LESS THAN 8" RADIUS 24" OR LESS HIGHER 'TYPICAL CABLE SPLICES r ACCEPTABLE NOT ACCEPTABLE THAN 24" 1 20' MAX 25' MAX —► AN 90' BEND r8"RADIUS CABLE BEND REQUIREMENTS AIR TERMINAL PLACEMENT ON PEAKED ROOF AND ALONG EDGE OF FLAT ROOF, NOT ACCEPTABLE LIGHTNING PROTECTIN TYPICAL INSTALLATION DETAILS SCALE: N.T.S. NO. REVISIONS BY CHK. DATE APPR. ECHO Power Engineering 0 IFC AT/DS JP 11/17 JP E C H O 480 Mobley Road POWER ENGINEERING Clarksville, TN 37043 4D 615.200.6813 C OF A # 29346 DRAWN CHECKED APPROVED AT JP J. PRECISE T1/25/18 PE # 75126 DATE DATE SCALE 9/1/17 1/23/18 NONE TITLE NEW GENERATOR LIGHTNING PR®TECTION SYSTEM JOB LOCATION FILE NAME SANFORD, FL EE17-095 CENTRAL FL D LAYOUTS JOB NO. DWG NO. CLIENT CODE/FILE-PROJ. SUB. REV. EE17-095 D325 0 REFERENCE DRAWINGS D321 NEW ELECT, RMS NEW GDP & ATS ROOM NEW LAYOUTS D322 NEW GENERATOR AREA DEMO. LAYOUT D323 NEW GENERATOR AREA NEW LAYOUT D500 MECHANICAL PLAN D700 STRUCTURAL PLAN D701 STRUCTURAL DETAIL A100 -A103 ARCHITECTURAL DRAWINGS MAIN ELECTRICAL SCALE: 3/8" = P-0" P.E. STAMP e``Oo�PN �N �IAA�'o�o �.'p�•�P'� �,�G E NSF•+ C/�,��>a >�: • No 7 6 :� l cu :J - •, S AT 0 F 0 Ft %9/0N0 -S GENERAL NOTES: 1. ILLUMINATION IN ELECTRICAL WORK AREAS SHALL BE FIELD VERIFIED AND MODIFIED AS NECESSARY TO MEET 30 FC MINIMUM. 2, MAINTAIN CLEAR DEDICATED EQUIPMENT SPACE EXTENDING FROM THE FLOOR TO 6' ABOVE ELECTRICAL PANELS AND SWITCHBOARDS PER NEC 110.26(E)(1). 3. ANY FIRE ALARM WORK SHALL BE COMPLETED BY QUALIFIED LIFE SAFETY CONTRACTORS UNDER SEPARATE SHOP DRAWINGS. KEY NOTES: 1. NEW LIFE SAFETY RECEPTACLE. 2. REMOVE OLD DOOR, FILL IN THE WALL AND CONSTRUCT NEW DOOR OPENING TO PROVIDE CLEARANCE FOR THE NEW DOOR TO THE ADJACENT ROOM PER DRAWINGS A100—A103. 3. DOOR SHALL BE INSTALLED PER ARCHITECTURAL DRAWING A103 3.1. DOOR SHALL BE CECO CORPORATION REGENT MODEL B LABEL, 90 MIN, 18 G.A., 1-3/4" THICK, FLUSH OR ENGINEERING APPROVED EQUIVALENT. 3.2. HARDWARE SHALL BE PER MANUFACTURER SPECIFICATION AND INCLUDE PANIC HARDWARE. 3.3. FINISH FOR ALL HARDWARE SHALL BE DETERMINED BY OWNER, 3.4.1.4. UPON COMPLETION OF CONSTRUCTION, ALL LOCKSETS SHALL BE RE—KEYED AND NEW KEYS GIVEN TO OWNER, 4. REMOVE GENERATOR ROOM INTAKE AND EXHAUST LOUVERS, FILL IN WALL TO MATCH EXISTING. REFER TO STRUCTURAL DRAWINGS D700 AND D701. 5. NEW EMERGENCY LIGHT EXIT SIGN COMBO WITH BATTERY BACKUP, TYP. FED FROM EXISTING LIFE SAFETY CIRCUIT. 6. PULL STATION, ALARM AND STROBE TO BE INSTALLED AT EACH EXIT DOOR AND TIED TO EXISTING FIRE ALARM SYSTEM. 7. NEW FIRE EXTINGUISHER SHALL BE PROVIDED IN ROOM. 8. NEW FIVAC MINI—SPLIT UNIT, REFER TO MECHANICAL DRAWING D500, POWER TO BE SUPPLIED FROM EMERGENCY EQUIPMENT BRANCH TO THE CONDENSER 208 SINGLE PHASE 40A CB (25A) AND TO THE ROOM AIR HANDLERS 208VAC SINGLE PHASE 15A CB (0.8A). CONDENSING UNIT SHALL BE PROTECTED BY IMPACT RATED CMU BLOCK WALL, 9. REMOVE ROOF EXHAUST FAN AND CLOSE OFF ROOF, 10. EXTEND SPRINKLER SYSTEM TO COVER THIS ROOM. 11. ADD SMOKE DETECTOR AND CONNECT TO FIRE ALARM SYSTEM. 12. SPRINKLER PIPING SHALL BE ROUTED AROUND DEDICATED SPACE FOR ELECTRICAL EQUIPMENT. 13, EXISTING LIFE SAFETY RECEPTACLE. 14. EXISTING FIRE EXTINGUISHER. 15. ADD LIGHTING AS NECESSARY TO ACHIEVE 30 FT. CANDLES MINIMUM IN WORK AREAS. 16. NEW 80" HIGH CMU WALL MEETING MIAMI—DADE REQUIREMENTS PER STRUCTURAL DRAWINGS AROUND NEW CONDENSER UNIT SEE D500 MECHANICAL DRAWING. NEW CONCRETE PAD FOR CONDENSER UNIT SEE D700 AND D701 STRUCTURAL DRAWING. NEW GDP, & NEW ATS ROOM FIRE AND MECHANICAL PROJECT NO. REVISIONS BY CHK. DATE APPR. 0 IFC AT/DS JP 11/17 JP Central Florida Regional Hospital M POWER ENGINEERING 4(�enfiral Florida EPSS UPGRADE ECHO k -REGIONAL HOSPITAL 1401 West Seminole Blvd DRAWN CHECKED Sanford, FL 32771 AT JP Tel: (407) 321-4500 DATE DATE 9/1/17 1/23/18 ECHO Power Engineering 480 Mobley Road Clarksville, TN 37043 615.200.6813 C OF A # 29346 APPROVED J. PRECISE 1/25/18 PE # 75126 SCALE NONE r• FIRST F1_00R KFY PI AN TITLE MAIN ELECTRICAL ROOMS AND NEW ATS ROOM ® FIRE AND MECHANICAL JOB LOCATION SANFORD, FL JOB NO. DWG NO EE17-095 D326 FILE NAME EE17-095 CENTRAL FL D LAYOUTS CLIENT CODE/FILE—PROJ. SUB. REV. 0 REFERENCE DRAWINGS D323 NEW GENERATOR AREA NEW LAYOUT D324 NEW GENERATOR DETAILS �— 71449 STAIR (3 1.6. T1ul 436UP TIdIIR TI414 GFFIGE UP ELEV. ELEV. MEN'S a UbMEN' 0 ELEV. ' ELEY. ' T1431 ELEC. l ELEY. ELEY. TI441 ET ■ OFFICE 1 02 $TOR TLT, 1LT, 03 14 EQUIP. � WOMEN'S KITCHEN TIm34 OffiCE T14ca T1409 T1410 11418 71416 TI429 T1430 `a �31E 1430 T1444 71445 T5 0 UIP 71446 CORP, JC. ELEC. m TI039 TI412 EQUIP. 1�11� CORP, m 71413 m © TI313 m ❑ ❑ �❑ — ❑ \ OTOR V PACU TI033 MJiM T1402 CCE ISOL. FFI [� BY CHK. DATE APPR. ECHO Power Engineering ECHO 480 Mobley Road POWER ENGINEERING Clarksville, 1•N 37043 615,200.6813 C OF A # 29346 TITLE NEW GENERATOR ANNUNCIATOR LOCATIONS 11398 JP 11/17 JP PACU TI315 DRAWN AT RECOVERY APPROVED JOB LOCATION SANFORD, FL FILE NAME EE17-095 CENTRAL FL D LAYOUTS PHARMACY 1/25/18 DATE 9/1/17 DATE 1/23/18 SCALE NONE JOB NO. EE17-095 DWG NO. D327 CLIENT CODE/FILE-PROJ. SUB. 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CORR 71163 TII61 71161 m 18 PAi, ACCE65 T1051 TI4513 $ERY.1 TLT. "AM EXAM EXAM EXAM EXAM m CASE MGMT. TLT. #I ® RM. W. W. RM. RM. T1081 n TI090 72 11 h0 O� 4 8 ?1089 ® TII50 T1149 TII46 TI141 T11*YENpING EXAM F. TIOW11 11 i2 0 T145A ER m Cow 6ECURITY WAITING TII51 EXAM TIM] ,8, TI093 a p RM. "1 Q FAST MED$ T1144 T 6 GK NOURISH NURSE$' TII52 T1154 T1158 STN EXAM TII88 RM. 1 NEW PARALLELING GENERATORS ANNUNCIATOR LOCATIONS D327 SCALE: 1/16" = P-0" P.E. STAMP PROJECT NO. 0 IFC Central Florida Regional Hospital A��`��•,;GENSE•••.s oos' cenfir,al Florida EPS UPGRADE ° �° 7 `• w1401 West Seminole Blvd REGIONAL I10SPITAL of :�wb Sanford FL 32771 o'• . o�:'� Tel: (407) 321-4500 d,®FSSION Pe ':Z� e0 FIRST FLOOR KEY PLAN GENERAL NOTES: 1. ROUTING IS REPRESENTATIVE ONLY, FIELD VERIFY. KEY NOTES: 1, FOUR NEW GENERATOR ANNUNCIATORS, TWO PER GENERATOR. LOCATE 2 IN PBX, MONITORED 24/7. ONE ANNUNCIATOR PER GENERATOR. LOCATE 2 IN PLANT OPERATIONS. ONE ANNUNCIATOR PER GENERATOR, COORDINATE WITH FACILITY. 2. ROUTE IN EMT CONDUIT 1 - BELDEN TRIAD 1031A FOR EACH ANNUNCIATOR AND 2 - #12 THWN 24V DC POWER TO EACH ANNUNCIATOR. REVISIONS BY CHK. DATE APPR. ECHO Power Engineering ECHO 480 Mobley Road POWER ENGINEERING Clarksville, 1•N 37043 615,200.6813 C OF A # 29346 TITLE NEW GENERATOR ANNUNCIATOR LOCATIONS AT/DS JP 11/17 JP DRAWN AT CHECKED JP APPROVED JOB LOCATION SANFORD, FL FILE NAME EE17-095 CENTRAL FL D LAYOUTS J. PRECISE PE # 75126 1/25/18 DATE 9/1/17 DATE 1/23/18 SCALE NONE JOB NO. EE17-095 DWG NO. D327 CLIENT CODE/FILE-PROJ. SUB. REV. 0 AIR CONDITIONING SPECIFICATIONS: L GENERAL: A. ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE PROJECT SITE PRIOR TO SUBMITTING BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. B. THESE DRAWINGS ARE DIAGRAMMATIC AND REQUIRE CLOSE COORDINATION WITH EXISTING STRUCTURE, LIGHTS, CONDUITS, PLUMBING AND CEILING SYSTEM. THE PROJECT WILL REQUIRE CAREFUL ADVANCE PLANNING BEFORE AIR HANDLER INSTALLATION, REFRIGERANT LINE INSTALLATION AND CONDENSATE LINE INSTALLATION. THE CONTRACTORS PRICE FOR THIS PROJECT SHALL INCLUDE A SITE VISIT TO FIELD VERIFY, ALL COORDINATION, AND FIELD ROUTING AS REQUIRED FOR A COMPLETE OPERATING AND TESTED SYSTEM. C, SUBMIT MANUFACTURERS DATA AND SHOP DRAWINGS ON ALL EQUIPMENT, MATERIALS AND SYSTEM LAYOUT FOR REVIEW BY THE ENGINEER PRIOR TO ORDERING, FABRICATION, OR INSTALLATION. PRIOR TO ORDERING ANY EQUIPMENT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EQUIPMENT VOLTAGE SPECIFIED IS AVAILABLE. D. ALL MOTORS STARTERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR TO BE WIRED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. E. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE FOLLOWING CODES: 1. THE FLORIDA BUILDING CODE 6TH EDITION (2017) 2. NFPA-90A AIR CONDITIONING AND VENTILATION (2012) 3. SMACNA, LOW VELOCITY DUCT CONSTRUCTION 4. NFPA 101, LIFE SAFETY CODE (2015) 2. MATERIALS: A. CONDENSATE PIPING TO BE SCH. 40 PVC WITH 1" INSULATION 3. TEST AND BALANCE: A. CONTRACTOR SHALL BALANCE THE SYSTEM TO DESIGN VALUES ON THE DRAWINGS TO WITHIN PLUS 10% OR MINUS 57. PROVIDE WRITTEN REPORT TO DOCUMENT AIR SYSTEM PERFORMANCE, MOTOR SPEED, AMPS, SUPPLY AND EXHAUST FAN CFM VALUES AND AIR CONDITIONING PERFORMANCE FOR EGINEER REVIEW PRIOR TO PROJECT COMPLETION. 4. CONTRACTOR'S WARRANTY: A. CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY FOR ALL EQUIPMENT AND SYSTEMS FROM DATE OF FINAL ACCEPTANCE BY THE OWNER, (CERTIFICATE OF OCCUPANCY). Richard G. Corbett P.E. Consulting Engineers 4111 NW 66th Ave Coral Springs, 133067 HVAC LEGEND: ® THERMOSTAT ® EXHAUST FAN SEE PLAN REMOTE BULB SENSOR ® DUCT SMOKE DETECTOR 36,000 TRANSITION 18,000 36,000 ENTERING DB/RH TURNING VANE 80/67 SUPPLY CFM 370-425 45' BRANCH DUCT TAKE -OFF OUTSIDE AIR CFM FIRE DAMPER 0. MANUAL VOLUME DAMPER 1:1'r" RETURN REGISTER SUPPLY DIFFUSER CHECKED JP RETURN AIR GRILLE JOB LOCATION SANFORD, FL SUPPLY REGISTER -► AIR FLOW DIRECTION 30 ROOF MTD. EXH. FAN J. PRECISE PE # 75126 DUCT TURN DOWN VOLTAGE DUCT TURN UP 208/1/60 FLEXIBLE DUCT ME 17.0 REFRIGERANT EXISTING TO REMAIN OR EXISTING RELOCATED Fr-\- Ai 5/8" LV- _20 EXISTING TO BE REMOVED ®N AHU MODEL # PKFY-P18NHMU-E2 NEW DIFFUSER � E EXISTINGT RETURN TO REMAIN ®R EXISTING RELOCATED r/ L A REMOVE EXISTING RETURN ®N NEW RETURN GRILLE NOTES: _ REFER TO MANUFACTURER FOR _ MINIMUM INSTALLATI❑N CLEARANCES Tel 954-695-2364 rick.CorhettOGomcast.net FAN COIL UNIT TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS MOUNTED INDOOR UNIT PER SUBMITTED HEREWITH COMPLY WITH EXISTING INTERPRETATIONS AND MANUFACTURER SPECIFICATIONS PROVISIONS OF THE APPLICABLE BUILDING CODES. THIS DRAWING IS THE SOLE PROPERTY OF RICHARD G. COKBETT P.E.' AND IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF RICHARD G. CORBETT P.E. I, RICHARD G. CORBETT, P.E.#75516, CERTIFY THAT I CURRENTLY HOLD AN AHU UNIT DETAIL: ACTIVE LICENSE IN THE STATE OF FLORIDA AND AM COMPETENT THROUGH EDUCATION OR EXPERIENCE TO PROVIDE ENGINEERING SERVICES IN THE ELECTRICAL DISCIPLINE CONTAINED IN THIS PLAN. I FURTHER CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE AS DEFINED IN CHAPTER 61 Gl 5-18.001 F.A.C. REFERENCE DRAWINGS P.E. STAMP D320 MAIN ELECTRICAL ROOM & GENERATORS DEMOLITION LAYOUT D321 NEW ELECT. RMS NEW GDP & ATS ROOM NEW LAYOUTS D700 NEW GENERATOR AREA: STRUCTURAL FOUNDATION AND WALL PLAN VIEW WALL HOLE SLEEVE AHU SCHEDULE: UNIT: AHU-1/AHU-2 CU -1 AREA SEE PLAN SEE PLAN BTUH TOTAL 18,000 36,000 BTUH SENSIBLE 18,000 36,000 ENTERING DB/RH 80/67 80/67 SUPPLY CFM 370-425 OUTSIDE AIR CFM -- MCA 0.38 26.0 DRAWN RC CHECKED JP APPROVED JOB LOCATION SANFORD, FL FILE NAME MOCP 15 30 J. PRECISE PE # 75126 01/25/18 VOLTAGE 208/1/60 208/1/60 EER/SEER 17.0 17.0 REFRIGERANT R -410A R -410A HOT GAS IN. OD 1/2" 5/8" LIQUID IN. OD 1/4" 3/8" AHU MODEL # PKFY-P18NHMU-E2 PUMY-P36NHMU-BS MANUFACTURER MITSUBISHI ITSUBISHI OUTSIDE DESIGN: 917 DB, 797 WB, WINTER 467 DB NOTES: 1. AHU-1/AHU-2/AHU-3 AND CU -1 ARE A CITYMULTI VARIABLE REFRIGERANT FLOW SYSTEM, AHU-4/AHU-5 AND CV -2 ARE A CITYMULTI VARIABLE REFRIGERANT FLOW SYSTEM. COORDINATE WITH MANUFACTURER ALL REQUIRED ACCESSORIES. �I REFRIGERANT LINE - FLARED CONNECTI❑N DRAIN LINE (INSULATE IN UNCONDITIONED SPACE) -b POWER AND CONTROL WIRING (HIGH VOLTAGE) NOT TO SCALE STRUCTURAL WIND LOADING CALCULATIONS: 1. Structural analysis of grade (pad mount) air conditioning unit using ASCE-7(2010 edition). 2. F=QLxG,x C f x A a. Where Q z 0.00256 K f,V)2 from Equation 3 K� = 0.87 From table 6 for height less than 20 feet and exposure C per section 6.5.3.3.1 I = 1,00 From table 5 for category IV per table 1. V = 180 mph From figure 1. Q = 0.00256 x 0.87 x (1.00 x 180) = 72.2 psf. GL= 1.23 From table 8 for height less than 20 feet and exposure C. Cf = 2.28 From table 12 for h/o = 20 = 2.28. A = 42x53= 15.5sf. 144 3. F = 72.2 psf x 1.23 x 2.28 x 15.5 sf = 3,139 lbs. 4. Overturning moment = (1.5 safety factor) x(3,139 lbs.) x (3.0 ft.) = 14,126 ft. lbs. 5. Restoring force required =14,126 = 4,036 tbs. 3.5 8. Detail requires condensing unit to be screwed to stand with (3) #12 stainless steel screws, (4) locations. Therefore, there will be a minimum of 12 screws along all sides. 9. Force/screw = 4,036 = 169 lbs. 24 10. Working load capacity of #12 screw exceeds 500 tbs., therefore the attachment of the condensing unit to the stand is OK. 2" GALVANIZED STRAP WITH (2) #12 STS AT EACH CORNER OF CONDENSING UNIT, 8 STRAPS TOTAL EX. CONCRETE PAD CONDENSING UNIT TIE DOWN DETAIL: PROJECT NO. REVISIONS Central Florida Regional Hospital 0 IFC Centra! Florida EPSS UPGRADE rIEGIONAL HOSPITAL 1401 West Seminole Blvd Sanford, FL 32771 Tel: (407) 321-4500 NOT TO SCALE 3, DI El - i 'I ILLl11L1.1 3/4" CONDENSATE DISCHARGE INTO LANDSCAPE AT EXTERIOR, MIN. 12" MECHANICAL PLAN FROM EDGE OF BUILDING. SCALE: 3/16" -== 1'-0" SCOPE OF WORK rr �I o a• "9 GIT KEY PLANV 'N N. T. S r/ Il BY CHK. DATE APPR. ECHO Power Engineering E C H 0 480 Mobley Road POWER ENGINEERING Clarksville, TN 37043 C OF A # 29346 TITLE NEW ELECTRICAL ROOMS HEATING615.692.9472 AND COOLING DRAWN RC CHECKED JP APPROVED JOB LOCATION SANFORD, FL FILE NAME J. PRECISE PE # 75126 01/25/18 DATE 9/1/17 DATE 01/25/18 SCALE AS NOTED JOB NO. EE17-095 DWG NO. D500 CLIENT CODE/FILE-PROJ. SUB. REV. 0 8"x8" BLOCK OUT -� FOR DRAINAGE. 8"x8" BLOCK OUT FOR DRAINAGE. GENSTORM OUTSWING STEEL DOOR NOA NO. 12-0803.02. (4) 2#5 D701 1 (9) 2#5 VERT. @16„ VERT. #5 (4) 2#5 [701 I® I F � ERT. @8"� (8) 2#5 VERT. @16" f , 5' 2' N� }} wo !V 0 0 z V) < '• wo o o J I- V) FILED COORD. -: EXACT LOCATION ` OF STUB UP BLOCKOUT. GENERAL NOTES: UNCOATED BARS - NORMAL WEIGHT CONCRETE - GRADE 60 BARS 1 D701 4� d , , VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL 9,_9„ i 4" HOUSE KEEPING PAD m TP BE FIELD COORD. B �:. 9'-3" GENERATOR 5 TO E FIELD COORD. 31 TO THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 4. CONCRETE NOTES wQ 2 DESIGN LOADING: 4.1 w " NEW ao oI­_ N w NEW p 0 BUILDING CODE: FLORIDA BUILDING CODE EDITION 2017. GENERATOR w " FOR STRUCTURAL CONCRETE FOR BUILDINGS) ww N D Ld n CD w = O L� M CONCRETE SHALL HAVE THE FOLLOWING MINIMUM °O w C. WIND LOAD (OCCUPANCY CATEGORY IV): Lm N � ALL CONCRETE 7" wo '" USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS I WIND EXPOSURE = B =_> F = 33 AAs (EKED) N 0 1 I D701 .° 4.4 NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. f , 5' 2' N� }} wo !V 0 0 z V) < '• wo o o J I- V) FILED COORD. -: EXACT LOCATION ` OF STUB UP BLOCKOUT. 4)-53) .° GENERAL NOTES: UNCOATED BARS - NORMAL WEIGHT CONCRETE - GRADE 60 BARS BAR SIZE 4� d , , VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL 9,_9„ 4,000 PSI 4" H USE KEEPING PAD m TO BE FIELD COORD, B 9' 3" GENERATOR 5 TO B� FIELD COORD. 31 TO THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 4. CONCRETE NOTES wQ 2 DESIGN LOADING: 4.1 w N� NEW ao oI­_ `• lz LJ GENERATOR w " BUILDING CODE: FLORIDA BUILDING CODE EDITION 2017. Z FOR STRUCTURAL CONCRETE FOR BUILDINGS) N V) Lu w o C) m 0 W S OO L� M CONCRETE SHALL HAVE THE FOLLOWING MINIMUM CO w C. WIND LOAD (OCCUPANCY CATEGORY IV): m Ln N O ALL CONCRETE 4,000 psi. (NORMAL WEIGHT) wo '" USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS WIND EXPOSURE = B =_> F = 33 AAs (EKED) N 0 0 .° 4.4 NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. Ss = 0.08 S1 = 0.04 Ip = 1.5, Ap = 1.0, Rp = 2.5 =_> Fp = 0.059 Wp. = 0.5 kips. V) MINIMUM CONCRETE REINFORCING COVER REQUIREMENTS: 4)-53) .° - - - - - - - �g (9) 2#5 VERT. @16" VERT. GENSTORM OUTSWING STEEL DOOR NOA NO. 12-0803.02. (4) 2#5 ` ERT. @8" 2 D701 33'-11%" Q 1 1 (8) 2#5 VERT. @16" 8"x8" BLOCK OUT FOR DRAINAGE. 8"x8" BLOCK OUT FOR DRAI NAGE. 1 GENERAL NOTES: UNCOATED BARS - NORMAL WEIGHT CONCRETE - GRADE 60 BARS BAR SIZE 4� d , , VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL 3,000 PSI 4,000 PSI 3 B m 19 z B 1.2 NOTIFY STRUCTURAL ENGINEER IN WRITING OF CONDITIONS ENCOUNTER IN THE FIELD CONTRADICTORY 5 B 36 31 TO THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 4. CONCRETE NOTES wQ 2 DESIGN LOADING: 4.1 w oI­_ 0 2.1 BUILDING CODE: FLORIDA BUILDING CODE EDITION 2017. ACI 301-08 (SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS) a � e d M CONCRETE SHALL HAVE THE FOLLOWING MINIMUM C. WIND LOAD (OCCUPANCY CATEGORY IV): 28 DAY STRENGTH: ULTIMATE WIND SPEED = 150 mph. (= 116 mph NURMINAL WIND SPEED) ALL CONCRETE 4,000 psi. (NORMAL WEIGHT) wo 4.3 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS WIND EXPOSURE = B =_> F = 33 AAs (EKED) NOT PERMITTED 0 0 .° 4.4 NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. Ss = 0.08 S1 = 0.04 Ip = 1.5, Ap = 1.0, Rp = 2.5 =_> Fp = 0.059 Wp. = 0.5 kips. V) MINIMUM CONCRETE REINFORCING COVER REQUIREMENTS: - - - - - - - �g (9) 2#5 VERT. @16" VERT. GENSTORM OUTSWING STEEL DOOR NOA NO. 12-0803.02. (4) 2#5 ` ERT. @8" 2 D701 33'-11%" Q 1 1 (8) 2#5 VERT. @16" 8"x8" BLOCK OUT FOR DRAINAGE. 8"x8" BLOCK OUT FOR DRAI NAGE. 1 GENERAL NOTES: UNCOATED BARS - NORMAL WEIGHT CONCRETE - GRADE 60 BARS BAR SIZE LAP CLASS 1.1 VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL 3,000 PSI 4,000 PSI 3 B ENGINEER OF ANY DISCREPANCY. 19 #4 B 1.2 NOTIFY STRUCTURAL ENGINEER IN WRITING OF CONDITIONS ENCOUNTER IN THE FIELD CONTRADICTORY 5 B 36 31 TO THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 4. CONCRETE NOTES 37 2 DESIGN LOADING: 4.1 ALL CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH: ACI 318-08 (BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE) 2.1 BUILDING CODE: FLORIDA BUILDING CODE EDITION 2017. ACI 301-08 (SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS) a. DEAD LOAD: SELF WEIGHT OF STRUCTURE b. LIVE LOAD = 100 psl. 4.2 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM C. WIND LOAD (OCCUPANCY CATEGORY IV): 28 DAY STRENGTH: ULTIMATE WIND SPEED = 150 mph. (= 116 mph NURMINAL WIND SPEED) ALL CONCRETE 4,000 psi. (NORMAL WEIGHT) 4.3 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS WIND EXPOSURE = B =_> F = 33 AAs (EKED) NOT PERMITTED d. SEISMIC LOAD 4.4 NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. Ss = 0.08 S1 = 0.04 Ip = 1.5, Ap = 1.0, Rp = 2.5 =_> Fp = 0.059 Wp. = 0.5 kips. 4.5 MINIMUM CONCRETE REINFORCING COVER REQUIREMENTS: CAST PLACE 3 FOUNDATION & SLAB ON GRADE CONCREI E COVER 3.1 THE DESIGN OF FOUNDATIONS AND SLAB ON GRADE IS BASED ON AN ALLOWABLE SOIL BEARING a. CONCRETE CAST AGAINST EARTH (NOT FORMED) 3" CAPACITY OF 2000 PSF. IF FIELD CONDITION INDICATES A LOWER SOIL BEARING CAPACITY, THE ENGINEER SHALL BE NOTIFIED AND THE FOOTINGS SHALL BE REVISED. REFERENCE DRAWINGS P.E. STAMP D322 NEW GENERATOR AREA DEMOLITION LAYOUT D323 NEW GENERATOR AREA NEW LAYOUT &TVE CF ' D324 NEW GENERATOR DETAILS 11"°r''++ri REBARS IN TENSION LAP CAST -IN-PLACE CONCRETE SPLICE LENGTHS (IN INCHES) UNCOATED BARS - NORMAL WEIGHT CONCRETE - GRADE 60 BARS BAR SIZE LAP CLASS CONCRETE STRENGTH 3,000 PSI 4,000 PSI 3 B 22 19 #4 B 29 25 5 B 36 31 #6 B 43 37 5. REINFORCING STEEL NOTES: 5.1 UNLESS NOTED OTHERWISE, REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. 5.3 ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED ONLY WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER. 5.4 ALL TENSION SPLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-08. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE, REINFORCEMENT BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. PROJECT NO. Central Florida Regional Hospital 0 Central Floricla EPSS UPGRADE REGIONAL HOSPITAL 1401 West Seminole Blvd Sanford, FL 32771 Tel: (407) 321-4500 IFC REVISIONS 6 NRS \\ \� 0 BOND FM S F� GROUP Rp M�N-�� W P � F OO�1NG ® 3 D-701 NEW CONDENSER CONC. PAD, 4 -70 LOW LIFT GROUTING PROCEDURE 1. CONSTRUCT WALL TO HEIGHT OF 4'-0". ALLOW MORTAR TO SET SUFFICIENTLY �oTO WITHSTAND GROUT PRESSURE. 2. INSPECT UNITS FOR ALIGNMENT. CLEAN OUT CELLS TO BE FILLED. 3. FILL CELLS TO 1 /2" BELOW TOP COURSE 4. DELAY 3 TO 5 MINUTES PRIOR TO CONSOLIDATING TO ALLOW WATER TO BE ENS 'SEE ABSORBED BY MASONRY. RE1�F ORG�S C-�10�\S aPRs HIGH LIFT GROUTING PROCEDURE 1. CONSTRUCT WALL TO FULL HEIGHT G�QU\REO ( 24 FEET MAXIMUM ). ALLOW MASONRY TO CURE AT LEAST 3 DAYS, 2. CLEAN CELLS, WHICH ARE TO BE GROUTED, THROUGH CLEAN-OUT PORTS, S 3. PLACE GROUT IN 4 FOOT LIFTS AND CRUS CONSOLIDATE AFTER EXCESS MOISTURE #9 W\FH�R\20N�P6" o• o HAS BEEN ABSORBED BY MASONRY. R� wf • 4. PLACE THE NEXT LIFT AS SOON AS 3co\1 POSSIBLE BUT NO LONGER THAN ONE HOUR LATER. CLEAN-OUT REQUIRED AT ALL FILLED CELLS FOR HIGH LIFT GROUTING MIN. LAP SPLICE LENGTH SCHEDULE FOR CONCRETE MASONRY UNITS (CMU) BAR SIZE BAR TYPE #4 #5 #6 8" or 12" CMU 32" 40" 48" TYPICAL DETAIL OF REINFORCED MASONRY CONSTRUCTION BY CHK. DATE APPR. ECHO Power Engineering L.L. C.D. 2/01/18 EC H O 480 Mobley Road POWER ENGINEERING Clarksville, TN 37043 4D 615.692.9472 C OF A # 29346 DRAWN CHECKED APPROVED L.L. C.D. Chat' 66695 Duong PE y 02/01/18 DATE DATE SCALE 02/01/18 02/01/18 AS Shown. x SEE 5/D701 FOR OPENING INFILLED DETAIL. x 7. CONCRETE MASONRY: 7.1 ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530-11/ASCE 5-11/TMS 402-11 AND ACI 530.1-11/ASCE 6-11/TMS 602-11. 7.2 PROVIDE NORMAL WEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C90, GRADE N, TYPE II. 7.3 PROVIDE MASONRY CONSTRUCTION WITH MINIMUM COMPRESSIVE STRENGTH, Vm = 1500 psi. (MIN. CMU COMPRESSIVE STRENGTH 1900 psl., TYPE S MORTAR). 7.4 LAY CONCRETE MASONRY UNITS IN RUNNING BOND, UNLESS NOTED OTHERWISE. 7.5 USE REBAR SPACER TO HOLD VERTICAL REINFORCING IN POSITION AT TOP AND BOTTOM OF THE GROUT POUR, OR AT EVERY 5'-0" WHICHEVER LESS. 7.6 GROUT SHALL BE POURED IN 5'-4" MAXIMUM LIFTS. 7.7 PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476. GROUT SHALL BE FLUID CONSISTENCY. FLUID CONSISTENCY SHALL MEAN THAT CONSISTENCY AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION of THE CONSTITUENT PARTS. 7.8 UNLESS NOTED OTHERWISE, GROUT SHALL HAVE 28 -DAY COMPRESSIVE STRENGTH OF 2500 PSI. 7.9 FILL ALL CELLS BELOW GRADE WITH GROUT. 7.10 ALL GROUT SHALL BE CONSOLIDATED AT THE TIME OF POURING BY VIBRATING AND THEN RECONSOLIDATED BY AGAIN PUDDLING LATER, BEFORE PLASTICITY IS LOST. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF THE GROUT 1-1/2" BELOW THE TOP OF THE UPPERMOST UNIT. 7.11 REINFORCING SHALL BE LAPPED WITH CLASS "B" TENSION SPLICES UNLESS NOTED OTHERWISE. 7.12 HORIZONTAL WALL REINFORCING SHALL BE #9 TRUSS TYPE WIRE REINFORCING AT 16" ox, LAP 16" MINIMUM (REFER TO SPECIFICATIONS). 7.13 CONCRETE MASONRY HAS BEEN DESIGNED FOR INSPECTED ALLOWABLE STRESSES FOR RUNNING BOND. INSPECTION SHALL INCLUDE GENERAL INSPECTION OF WORK IN PROGRESS TO CONFIRM THAT MATERIALS, CONSTRUCTION AND WORKMANSHIP ARE IN COMPLIANCE WITH PLANS, SPECIFICATIONS AND GOOD CONSTRUCTION PRACTICES. ADDITIONALLY, MORTAR SHALL BE SAMPLED IN 2" DIAMETER x 4" CYLINDERS AND TESTED IN ACCORDANCE WITH ASTM C780 ANNEX A6. EACH TEST SHALL CONSIST OF THREE SPECIMENS AND SHALL FOLLOW THIS SCHEDULE: ONE TEST PER DAY, OR FOR EVERY 30 CU. YARDS, OR PER EVERY 2500 SQUARE FEET OF WALL, WHICHEVER OCCURS FIRST. INSPECTION SERVICES SHALL BE APPROVED BY THE ARCHITECT AND PAID FOR BY THE OWNER. 7.14 CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOND BEAMS AS REQUIRED IN ORDER TO GET CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. 7.15 16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE WITH BREAK AWAY TOP PART OF WEB. 7.18 BOND BEAMS, CMU LINTELS, MASONRY BENEATH STEEL BEAM AND JOIST BEARINGS, AS WELL AS ALL STRUCTURAL ELEMENTS SHALL EXTEND UNINTERRUPTED ACROSS CONTROL JOINTS. PROVIDE RAKED JOINTS IN THESE ELEMENTS TO MATCH THE CONTROL JOINT. TITLE NEW GENERATOR AREA: STRUCTURAL FOUNDATION AND WALL PLAN VIEW. JOB LOCATION FILE NAME SANFORD, FL EE17-095 CENTRAL FL D LAYOUTS JOB NO. DWG NO. CLIENT CODE/FILE-PROJ. SUB. t__kEV� EE17-095 D700 L3x2x16 x4" DOOR 3 S1 DES WELDED TO STEEL WITH - 6" WELD, GENSTORM OUTSIMOOR NO STEEL D NOA NO. 12-0803.02. EACH SI DE: MIN. 3/4" DIA. x8" EMB, HILTI G4LV. "HAS" THREADED RODS & "HY150" EXOPY @224" o.c. MAX. 2a DETAIL STEEL DOOR CONNECTION DETAIL. D701 SCALE: 3/4" = 1'-0" S, S, V za UUN 1. UV I I UM. 1 TYP. WALL DETAIL. D701 SCALE: 3/4" = 1'-0" REFERENCE DRAWINGS D700 NEW GENERATOR AREA: STRUCTURAL FOUNDATION AND WALT- PLAN VIEW. P.E. STAMP t.0. Gv�Jai V1 ST4TE CF0 In ,too �. �Pn , G 2 DETAIL AT DOOR. D701 SCALE: 3/4" = 1'-0" PROJECT NO. Central Florida Regional Hospital 0 Central Floris a EPSS UPGRADE REGIONALREGIOAL HolsY��A� 1401 West Seminole Blvd Sanford, FL 32771 Tel: (407) 321-4500 CONT. BOTTOM. c U ILL u a C H- c_ 2 2 u CL C L 2 f - v FXISTIN(,. nPFNIN(; Tn RF INF'11 I Fn jf� VCRI, VIS MIN MIL11 HY150 EPDXY INTO SOLID GROUTED CELL. TYP. OPENING INFILLED DETAIL. LE: 3/4" = I —0" 3 DETAIL. �11SCALE. 3/4" = 1'-0" \-/ 1/ - I. ALL CELLS TO BE GROUTE SOLID. 8" OR 12" THICK CMU WALL TO MATCH EXISTING. '4 HOR. ®24" WITH HILTI Y150 EPDXY INTO SOLID 'ROUTED CELL. #3 E.W. ®16" 3" COMPACTED CRUSHED STONE. COMPACTED SUBGRADE, TYP. 4 DETAIL. �01SCALE: 3/4" REVISIONS BY CHK. DATE APPR. ECHO Power Engineering ECHO 480 Mobley Road POWER ENGINEERING Clarksville, TN 37043 615.692.9472 C OF A # 29346 TITLE STRUCTURAL DETAILS & SECTIONS. IFC L.L. C.D. 2/01/18 DRAWN L.L. CHECKED C. D. APPROVED JOB LOCATION SANFORD, FL FILE NAME EE17-095 CENTRAL FL D LAYOUTS Chay Duong PE # 66695 02/01/18 DATE 02/01/18 DATE 02/01/18 SCALE As Shown. JOB NO. EE17-095 DWG NO. D701 CLIENT CODE/FILE-PROJ. SUB. REV. 0