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HomeMy WebLinkAbout1401 W Seminole Blvd (10)PERMIT ADDRESS P401 W 5&tM% n0 CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE S SUBDIVISION PERMIT # DATE I O 0 PERMIT DESCRIPTION 7U44CNAL PERMIT VALUATION �� •�Ot� SQUARE FOOTAGE goo 9 MA n O d m� n S�. CITY OFSANFORD PERMIT APPLICATION Permit # : 6 (7q�-��97 Date: Job Address: \ "e-A W ,�a� o g. 'e-A y. L 0 J Description of Work:eztsrm P,s� Q,• to rf5li'total Footage W Historic District: Zoning: Value of Ark- S 14 c5 tO ,cam Permit Type: Building Electrical I Mechanical V`� Plumbing Fire Sprinkler/Alarm Pool-, Electrical New Service i# of AMPS Addition/Alteration Change of Service Temporary Pole Wechanical Residential Non -Residential Replacement New 'v/ (Duct Layout & Energy Calc. Required( Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commcrcial Dccupancy Type: Residential Commercial Industrial Construction Type: H of Stories: # of Dwelling Units: Flood Zone: (FEh4A form required Downers Name & Address: QQ 1(1 1 1 zit .fl t 'W : Sz• V,%.•, IA, lb ill A .PPROVALS: ZONIN pecial Conditions: '.ev 0312006 c., Phone: 4o-7— -ontractor Name & Address: WQ ,,� Z Gj i� L c>i j? s "A"Jrt �r,pp, j�j ' 3_ fp 14 State License Number: GA (; QS (47 / 3 'hone & FaA121 i2•i�y0�� V3 � tO / Contact Person: _)61 ro ` • (° 011tk,sr I Phone: S 3onding Company: kddress: Mortgage Lender: kddress: krchitect/F,ngineer'\rypvtnal�`` Coev't-A Phone: \ddress:�Z.'� �1k-tti�ccl'fl'» AV2•, Nlashv�l�-�. �h �`Z��J Fax: application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the ssuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction- I understand that a separate tennit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc )WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating onstruction and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING '`•.DICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN is FTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT- JOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of his county, and there may be additional permits required from other governmental entities'sKh as water management districts, state agencies, or federal agencies. kcceptance of pe it is verification that I will notify the owner of the property of the Signature o Ownec(Agent Date 12oaPPrk. 5,n,'>� Print wne Agent's Na d� Y ature of Notary -State of Florida bate Or j�o9r o Notary Public State of Florida Esta L Orseno f�'` o My Commission DD492529 Owner/Agent is PrsmeM ly Kivapitead)NOW10 Produced ID ` r v UTIL: � I Florida Lien. Law, FS 713- Agent i - Date Print Contractor/Agent's Name Kgnature,of"N -Sta ' COO.40HNSON Date * * MY COMMISSION # DD 285622 EXPIRES: March 23, 2008 rr9rFOF F�o���P Bonded Thru Budget Notary Services Contractor/Agent is erso ait I�rtown to �j or r _ -- Produced JID la C (0 V 'Y ENG: >< BLDG: , -tea CITY OF SANFORD FIRE DEPARTMENT x, FEES FOR SERVICES PHONE # 407-302-2516 - FAX # 407-302-2526 DATE: PERMI BUSINESS NAME / PROJECT: c- ADDRESS: i-(n i �)—�1Lila PHONE NO '1 E2 1[0Q AX N,Pa ),,�1 CONST. INSP. [ ] C / O INSP.:[ ) REINSPECTION [ ] PLANS REVIEW F. A. [) F;S. [ J HOOD [ } PAINT BOOTH [ ] BURN PERMIT ( ] TENT PERMIT TANK PERMIT (] OTHER TOTAL. FEES: S 66 C>-(Z> (PER UNIT SEE BE OW) COMMENTS:%U�/�__ Address / Bldg. # / Unit # Square Footaee Fees per Me. / Unit 2. 3. 4 _ c �---- 5. 6. -1 7. s. 9. 10. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that 1 will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Preven ion Division Applicant's Signature II�1rNHiN�91a�r111�'a���1al��ou�����111t NOTICE OF COMMENCEMENT Permit No. Parcel ID: a5 . ( 1�. Q .S C-t- O 1 I T -CM I'! 1q State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of A t , --- . . A - e) - - ' - - WIRY#INNE Mt R61-, CLERK C!I`` CIRCUIT LUMT SEMINCLE (!WrY 8K 06508 pq 1729; tlpq) CLERK% S # ,c►t 06192519 RE'[;tl111lU 1P/07/2006 11:11e44 AM Ri~t W,1106 WkS 10.00 RECll10-1) BY L McAiitley and street address if available) ca,fIFiED,. C0PY P-AARYANNE'�Pv1;ORSE CLFRI( OF CIRCUIT CD_URT TMINOLIOURTY. FL�IDA 2006,1 - S.A �p A Tt or i dog. 5 0l -7 rq)I 2. General description of improvement: l; - t �i jLey1 c�vo��la�l �• 1�� o i �� 3. Owner Name and address: Lbi a. Interest in property (D V-%e C b. Name and address of fee simple titleholder (if other than Owner) Contractor Name and address: Surety a. Name and address b. Amount of bond 6. Lender Name and address: -Lzs �D_ 4ga5 ►J.s AVe. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address acjobkA ►M "—U-0 Gk 1q - qOrl I JACD \ -%--,Sl v 5 GL'1�cY'C` �tr �a~Y-t I 8. In addition to himself or herself, Owner designates 713.13(1)(b), Florida Statutes. of to receive a copy of the Lienor's Notice as provided in Section 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) /Ja'-'c . Signature of Owner S'Wqrn to (or affirmed) and subscribed before me this day of �,PC� rxbCTI , 20 OCfl , by Personally Known 1'1� or Produced Identification Type entification Produced Si e of tar4Pb , ofFloridaPHIS` INSTRUMENT PREPARED BYs C fission Expire NAME1=- .`��`Y,P�e J. Denise Iliff ti are cam, i,�r,i ADDR. i ' Commission #DD280356 ? 0� ,; 9 Expires: Jan 22, 2008 o;X All 7 OFfN,\\ BondedThru "I m Atlantic Bonding Co., Inc. •- ;� SANFORD FIRE DEPARTMENT FIRE .PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2516 / FAX (407) 302-2526 Tim Robles Fire Marshal D Plans Review Sheet Date: November 16, 2006 Business Address: 1401 West Seminole Blvd . Occ. Ch. #18-New Health care Business Name: Central Florida Regional Hospital Ph. (407) 321-4500 ext. 5720 Contractor: Wehr Contractors. Ph. (813) 872-1408 Fax. (813) 870-1054 Reviewed [ ] Reviewed suith comm [ X ]] Rejected [ ] Reviewed by: Timothy Robles, Fire Marshal Comment: Fire department views this as New Health Care occupancy (F.F.P.C. 2005) Contractor is obligated to follow all of Chapter #18 New Health Care Occupancies. Please notify this A.H.J. if any deviations of the said plans are changed and (or) compromised. 1.1 Application — Renovations of rooms 1.2 - If more than 49 new fire sprinkler heads will require engineered design criteria 1.3 - If less than 49 new fire sprinkler heads, fire sprinkler permits required • Aisles, corridors, and ramps required for exit access shall not be less than 8' ft in clear width • Continue fire alarm, and fire sprinkler protection through out Occupancy. • 48 hour notice on all fire inspections (call 407) 302-1022 1 m . K�c eling llosYt"ai Corporation of America One Pgrk, P1-uzu l ashvillu, 11N .31/-Vj 6i 5.344.9551 IREGIONAL H10-',S---j1-P1TA-'L 1401 West Seminole Blvd, Sanford, FL 32771 Telephone: (407)321-4500 August 21, 2006" ENTERPRISE ELECTRIC, 7100 COCKRILL BEND BLVD NASH'vILLE, TN 37209 Thomas M. Carnell ARCHITECT 420 Elmington Ave. # 806 Nashville, TN 37205 615.300.8389 Michael R. Bishop MECHANICAL ENGINEER 1300 Fort Negley Blvd. Nashville, TN 37203 615.642.0961 OFFICE 6"15.350.7270 FAX 615.350.7242 James C. Seabury ELECTRICAL ENGINEER 1300 Fort Negley Blvd. Nashville, TN 37203 615.350.7270 �z� 6 AR93111 PE41360 PE55677 L HCA TECH REFRESH TABLE OF CONTENTS lision..... Section Title.........................................................................................:......................................Pa e DIVISION 01- GENERAL REQUIREMENTS....................................................................................... 1 DIVISION 07 - THERMAL AND MOISTURE PROTECTION............................................................ 2 DIVISION 08 - DOORS AND WINDOWS............................................................................................... 2 DIVISION09 - FINISHES........................................................................................................................... 2 l 5010...........MFCHANICAL SCOPE OF WORK....................................................................................... 1 15060........... BASIC MATERIALS AND METHODS................................................................................ 1 15070 ........... PIPING AND PIPE FITTINGS............................................................................................... 3 15085 ........... REFRIGERANT PIPING......................................................................................................... 4 15120 ........... HANGERS AND SUPPORT................................................................................................... 2 15160 ........... MECHANICAL SYSTEM INSULATION ................................ ......... .................................... 5 15812........... SHEET METAL DUCTWORK............................................................................................... 3 15820........... AIR DISTRIBUTION LOW PRESURE DUCTWORK......................................................... I DIVISION 16 - ELECTRICAL 16050 :.......... BASIC ELECTRICAL MATERIALS AND METHODS....................................................... 2 16060........... GROUNDING AND BONDING............................................................................................ 3 16120 ........... CONDUCTORS AND CABLES............................................................................................. 4 16130........... RACEWAYS AND BOXES.....................................................................................................3 16140 ........... WIRING DEVICES................................................................................................................. 4 16231........... PACKAGED ENGINE GENERATORS................................................................................. 11 16415 .:......... TRANSFER SWITC14ES......................................................................................................... 5 16442........... PANELBOARDS..................................................................................................................... 4 16461........... LOW -VOLTAGE TRANSFORMERS..................................................................................... 3 16491........... FUSES.............................................................:........................................................................ 2 GENERAL REQUIREMENTS 01100 SUMMARY A. Work Restrictions: 1. Access to and Use of Site: TO BE COORDINATED WITH THE HOSPITAL INCLUDING THE HOSPITAL'S IRCA PLAN. 01400 -QUALITY REQUIREMENTS A. Regulatory Requirements: See Drawing Index Sheet for applicable codes and regulations. B. Reference Standards: Where products or workmanship is specified by reference to a document not included in the contract documents, comply with the requirements of the document, except where more stringent requirements are specified; see also Section 00830. 01700 - EXECUTION REQUIREMENTS A. Examination: 1. Before starting work, verify that substrates are ready for and capable of supporting subsequent work. 2. Verify that utility characteristics of equipment are compatible with utilities installed. 3. Verify that field dimensions that would affect installation are as required. B. Preparation: 1. Lay out work precisely, for accurate location, lines, and levels. C. Execution: 1. Install products in manner specified and as required or recommended by manufacturer; if manufacturer's instructions conflict with contract documents, request clarification before proceeding. 2. Comply with specified standards as minimum quality, except where more stringent tolerances or other specified requirements indicate higher standards or more precise workmanship. 3. Have work performed by persons qualified to produce specified quality. 4. Install products level, straight, plumb, and in correct location, within tolerances specified, if any. 5. Install fixtures and fittings plumb and level and nicely aligned with each other and with finish materials. 6. Where one product covers another, install so covered product is completely concealed. 7. Where a product covers an opening, install so opening is completely covered. 8. Install sequential work in proper order; fit subsequent work to previous work neatly. 9. Where subsequent work alters previous work, replace and refinish previous work to correct condition. 10. Do not permanently enclose waste materials, debris, or rubbish in finished work. HCA TECH Refresh / cma 000101 / 4/5/2006 X01 - 1 . GENERAL REQUIREMENTS 11. In finished areas, conceal pipes, ducts, and wiring within the construction, unless otherwise indicated. 12. Secure products in place with positive anchorage devices designed and sized to withstand reasonably anticipatable loads, stresses, vibration, and distortion. D. Penetrating Items: Cut holes in previous and existing work as required to fit, unless otherwise indicated. 1. Conceal holes in finished work; use escutcheons unless otherwise indicated. 2. Fire -Rated Assemblies: Seal openings around penetrations as specified in 07840. 3. Sound -Rated Assemblies: Pack openings around penetrations with noncombustible material. 4. Other Assemblies: Make airtight seal around openings. 5. If openings have been made too large, patch with matching materials to original condition before sealing or covering. E. Remodeling Existing Work: 1. Where new work abuts existing work, align new work, with smooth and even transition. 2. Where existing finished work is cut so that a smooth transition with new work is not possible, terminate existing work along a straight line at a natural division. 3. Where walls or partitions are removed to combine adjacent spaces, refinish walls, ceilings, and floors in at least one of the spaces for similar appearance; if a smooth, in -plane transition between surfaces is not possible, obtain instructions on proceeding. 4. Trim existing wood doors as necessary to clear new floor finish. F. Cutting and Patching: 1. Cut new and existing work as little as possible, using appropriate tools that do as little damage as possible; obtain expert assistance for materials sensitive to damage. 2. Structural Work: Obtain approval prior to cutting. 3. Patch new work after cutting, to specified condition using specified materials; patch existing work to original or matching condition. 4. Finish Surfaces: Match adjacent finish without visible differences; if matching is not possible, refinish entire unit or continuous surface to nearest natural intersection or break, using the same finish. G. Selective Demolition: See Drawings for extent of removal required. 1. Cut portions to be removed neatly; make holes as small as possible; cut flat surfaces on straight lines. 2. Do not endanger structural members by cutting. 3. Asbestos and Asbestos -Containing Materials: Remove completely, using procedures complying with 29 CFR 1926.1101 and state and local regulations. 4. Lead -Based Paint: Remove completely before recoating, using procedures complying with 29 CFR 1926.62 and state and local regulations. H. Cleaning: 1. Remove temporary labels, stains, and spots. HCA TECH Refresh / cma 000101 / 4/5/2006 X01 - 2 GENERAL REQUIREMENTS 2. During construction, keep all project areas and site free of waste materials, debris, and rubbish. 3. Place waste materials, debris, and rubbish in containers provided every day. 4. Design -Builder shall remove waste materials, debris, and rubbish from project site periodically. 5. Final Cleaning: a. Clean interior and exterior surfaces exposed to view and equipment. b. Vacuum clean carpet and other soft surfaces; broom clean other floors. c. Clean equipment, clean filters, and clean strainers. d. Clean light bulbs and lamps. e. Broom clean exterior paved areas; rake clean landscaped areas. I. Protecting Installed Construction: Once work is installed, protect from damage due to subsequent construction operations whether or not relevant to installed work. If necessary for complete protection, provide temporary coverings, warning signs, or barriers. 2. Positively protect sensitive finishes with durable materials capable of preventing damage, securely fastened. 3. Where possible avoid the need for traffic over sensitive materials like waterproofing, roofing, plantings, finished floorings, by proper sequencing of work; if traffic is unavoidable follow manufacturers recommendations for protection, at a minimum. 4. Prohibit storage of materials on finished work. 5. Remove protective materials prior to final cleaning. J. Commissioning: As specified in Section 00830 and as specified for specific products and systems.. END OF SECTION X01 HCA TECH Refresh / cma 000101 / 4/5/2006 X01 - 3 GENERAL REQUIREMENTS SECTION X07 THERMAL AND MOISTURE PROTECTION THIS SECTION IS APPLICABLE ONLY WHEN A MECHANICAL CONDENSING UNIT IS PLACED ON THE ROOF. ANY REQUIRED WORK WILL MATCH THE EXISTING ROOF TYPE. 07500 - MEMBRANE ROOFING - THIS SECTION WILL BE USED FOR CUTTING AND PATCHING ONLY WHEN REQUIRED FOR PLACEMENT OF A MECHANICAL UNIT ON AN EXISTING ROOF. A. Membrane Roofing on Essentially "Flat" Roofs: 1. Use one of the following to match existing conditions: a. Built-up asphalt, as specified below. b. Elastomeric sheet membrane, as specified below. c. Modified bituminous membrane, as specified below. 2. Warranty: a. By Manufacturer on Materials: 10 years, minimum. B. Built -Up Bituminous Roofing: Asphalt, over insulation or to match existing conditions: 1. NRCA Specification. Plate: BU-1-A-G3-A, with 1 ply of base sheet. 2. Plies: Type as required by manufacturer for warranty specified. 3. Felt Type: Fiberglass, ASTM D 2178-2004, Type IV. 4. Base Sheet: Fiberglass, venting type, ASTM D 4897-2001, Type II, heavy duty. 5. Bitumen: ASTM D 312-2000 Type I. 6. Other Materials: As required by manufacturer for warranty specified. C. Built -Up Bituminous Roofing: Coal tar, over insulationor to match existing conditions. 1. NRCA Specification Plate: BU-1-C-03-A, with 1 ply of base sheet. 2. Plies: Type as required by manufacturer for warranty specified. 3. Bitumen: ASTM D 450-1996(R00), Type III. 4. Other Materials: As required by manufacturer for warranty specified. D. Elastomeric Membrane Roofing: To match existing conditions 1. NRCA Specification Plate: TP-N-L-R-B. 2. Membrane Material: EPDM, ASTM D 4637-2004, non -reinforced, 0.045 inch, black. 3. Membrane Material: PVC, ASTM D 4434-2004, internally reinforced with fabric, 0.045 inch thick, white. 4. Membrane Material: CSPE, ASTM D 5019-1996, internally reinforced with fabric, white. 5. Seaming: As specified by membrane manufacturer; provide factory -seamed sheets as large as is possible. 6. Other Materials: As required by manufacturer for warranty specified. E. Modified Bituminous Roofing: to Match existing conditions 1. NRCA Specification Plate: MBA 1-N-T-GO-A. HCA TECH Refresh / cma 000101 / 4/5/2006 X07 - 1 THERMAL AND MOISTURE PROTECTION 2. Bitumen: ASTM D 312-2000 Type I. 3. Other Materials: As required by manufacturer for warranty specified. 07800 - FIRE AND SMOKE PROTECTION A. Applied Fireproofing: 1. Concealed Fireproofing: Cementitious, sprayed -on coating comprising factory -blended formulation of gypsum or portland cement binders and lightweight aggregates, site -blended with water for spray application. a. Fire Ratings: As indicated. b. Compressive Strength: Minimum 5.2 Ibf/sq in, tested in accordance with ASTM E 761-1992(R00). 2. Exposed Fireproofing: Cementitious, sprayed -on coating comprising factory -blended formulation of gypsum or portland cement binders and lightweight aggregates, site -blended with water for spray application. a. Fire Ratings: As indicated. b. Compressive Strength: Minimum 300 Ibf/sq in, tested in accordance with ASTM E 761-1992(R00). B. Firestopping: Seal spaces around pipes, conduits, and ducts that penetrate fire rated walls, partitions, and floors using assemblies having equal or greater fire rating as the element being penetrated when tested in accordance with ASTM E 814-2002. 1. Use any material that is UL listed for the specific construction, type of penetration, and fire rating. 2. Install in strict accordance with manufacturer's instructions and conditions of listing. 07900 -JOINT SEALERS A. Seal the following joints with joint sealer whether so indicated on drawings or not: 1. Expansion and control joints in exterior walls, copings, parapets. 2. Joints between exterior metal panels. 3. Joints between door and window frames and adjacent materials, in exterior walls only. 4. Control joints in interior partitions, including portion above ceilings. 5. Control joints in interior ceilings and soffits. B. Interior Sealers: 1. For Joints Exposed to View, Unless Otherwise indicated: Acrylic latex, water -based, single part, paintable sealant; white. END OF SECTION X07 HCA TECH Refresh / cma 000101 / 4/5/2006 X07 - 2 THERMAL AND MOISTURE PROTECTION SECTION X08 DOORS AND WINDOWS 08050 - BASIC DOOR AND WINDOW MATERIALS AND METHODS A. Fire -Rated Doors and Frames: Comply with NFPA 80-1999; UL listed and labeled. 08100 - METAL DOORS AND FRAMES A. Steel Door Frames: Drywall slip-on type; except fire -rated doors use welded corner type. 1. Grade: ANSI A250.8-1998, gage as required by Standard for the grade steel door specified; provide anchors as specified by Standard. 2. Grade: NAAMM HMMA 860-1992, HMMA 861-2000, and HMMA 862-2003 as specified below. a. Exterior Doors: NAAMM HMMA 862. b. Fire Doors and Stairwell Doors Doors: NAAMM HMMA 861. c. Interior Doors: NAAMM HMMA 860. 3. Finish: Prime painted, unless otherwise indicated. a. Exterior Doors: Galvanized G602180 per ASTM A 653/A 653M-2004a. b. Doors at Kitchens: Galvanized G602180 per ASTM A 653/A 653M-2004a. 4. Factory -prepare and reinforce for hardware specified in accordance with Standard; coordinate with existing Door Hardware. 5. Fire -Rated Frames: UL listed and labeled. B. Aluminum Door Frames: C. Sliding Patio Doors: Aluminum framed glazed doors, complete with track, frame, and hardware. 1. Grade: AAMA/NWWDA 101/I.S.2-1997(R99) SGD-R15. 2. 'Glazing: Laminated glass, nominal 1/4 inch thick, complying with 16 CFR 1201-1977 (R84). 3. Finish: Natural anodized. 4. Sills: Sloped, incorporating track. 5. Locks: Key outside, keyed to building locks, lever latching inside. 08200 -WOOD AND PLASTIC DOORS A. Wood Veneered Flush Wood Doors: 1. Grade: AWI/AWMAC (QSI) -2003 Custom Grade. 2. Construction: a. Fire Doors Rated Over 20 Minutes: FD-5. b. 20 Minute Rated Doors: PC-5. c. Other Interior Doors: PC-5. 3. Veneer: Ash, natural. a. Cut: Flat cut (plain sliced). b. Veneer Matching: Book match in veneer pieces; running matching on face. 4. Hardware Reinforcement in Particleboard Cores: Provide solid blocking for closers. 5. Finish: Stain to Match existing and finsh with Nitrocellulose (standard) lacqure. HCA TECH Refresh / cma 000101 / 4/5/2006 X08 - 1 DOORS AND WINDOWS B. Plastic Laminate -Faced Wood Doors: 1. Grade: AWI/AWMAC (QSI)-2003 Custom Grade. 2. Construction: a. Fire Doors Rated Over 20 Minutes: FD-HPDL-5. b. 20 Minute Rated Doors: PC-HPDL-5. c. Beveled meeting stiles. 3. Hardware Reinforcement in Particleboard Cores: Provide solid blocking for closers. C. Wood Door Frames: - 1. Grade: AWI/AWMAC (QSI)-2003 Custom Grade. 2. Species: Same as doors. 08700 - HARDWARE A. General Requirements: Provide hardware listed on attached Schedule. 1. Material and Finish: To match existing a. Inside Kitchens, Bathrooms, and Other Rooms with Chrome Plated Fixtures: Satin chromium plated (626). b. Exposed Door Closer Covers and Arms at Aluminum Doors in Aluminum Frames: Finished to match aluminum finish. c. Other Exposed Door Closer Covers: Manufacturer's closest matching painted finish. 2. Fire Door Hardware: UL listed and labeled, except hinges need not be labelled. B. Keys: 1. Key to existing keying system. 2. Key locks differently and in groups based on Owner's instructions. C. Door Closers: D. Fire -Door Operators: Surface mounted, complying with ANSI/BHMA A156.10-1999, designed to operate in conjunction with fire -rated exit devices. E. Door Stops: Complying with ANSI/BHMA A156.16-2002 Grade 1, with concealed or inconspicuous fasteners. 1. Wall Stops: Round convex bumper (1-02100). END OF SECTION X08 HCA TECH Refresh / cma 000101 / 4/5/2006 X08 - 2 DOORS AND WINDOWS SECTION X09 FINISHES 09100 - METAL SUPPORT ASSEMBLIES A. Non-Loadbearing Wall Framing: 1. Members formed from ASTM C 645-2004a galvanized steel sheet. 2. Sizes and gages of members as necessary to comply with ASTM C 754-2004 at spacing indicated for maximum deflection of U120 at 5 psf. 3. Accessories: a. Fasteners: ASTM C 1002-2004 self -drilling, self -tapping screws. . 4. Installation of Studs for Screw Application of Gypsum Panels: Comply with ASTM C 754-2004. B. Ceiling Suspension System: 1. Grid Suspension System: Manufactured, interlocking system formed from ASTM C 645-2004a steel, designed for screw application of gypsum panels. 2. Ceiling Hangers: Comply with ASTM C 754-2004. 3. Accessories: a. Wire Ties: Carbon steel wire, galvanized per ASTM A 641 /A 641 M-2003, regular coating. 09200 - PLASTER AND GYPSUM BOARD A. Gypsum Board: ASTM C 1396/C 1396M-2004. 1. Gypsum Wallboard: . a. Core: Standard - incombustible and Type X - special fire-resistant. b. Backing: Paper -backed. c. Thickness: 5/8 inch. d.. Edge Configuration: beveled. 09500 - CEILINGS A. Grid -Supported Acoustical Ceilings: 1. Standards: a. Acoustical Products: Characteristics measured in conformance with classification system of ASTM E 1264-1998. b. Suspension Systems: Comply with ASTM C 635-2004. 2. Panel System Type _: a. Acoustical Panels: Type III, painted mineral fiber, and as follows: 1) Size: 24by 24 or 24 by 48 in to match existing. 2) Thickness: 3/4 in. 3) Composition: Form 2, water felted. 4) Density: Minimum 1.0 Ib/sq ft. .5) Light Reflectance: Minimum 0.7. 6) Noise Reduction Coefficient (NRC): Minimum 0.55. 7) Edge Detail: To match existing. 8) Color: White. 9) Surface Pattern: D - Fissured; Z - or Perforated to match existing. b. Suspension System: HCA TECH Refresh / cma 000101 / 4/5/2006 X09 - 1 FINISHES 1) Type: Exposed, painted steel, fire rated, heavy duty, and as follows: i -- a) Construction: Double web. b) Profile: Tee. c) Width: 15/16 in. d) Finish: To match the existing. If the product is no longer available match color as close as posisble to the existing. 3. Installation: a. Suspension System: Comply with ASTM C 636-2003, and manufacturers instructions. b. Acoustical Units: Install in accordance with manufacturers instructions. 09600 - FLOORING A. Resilient Tile Flooring: 1. Vinyl Composition Tile: ASTM F 1066-2004; 12 x 12 in unit size; 1/8 in thick; color and pattern to match existing. (If the product is no longer available match color as close as posisble to the existing.0 B. Resilient Base: 1. Base: Provide rubber or vinyl, top set design; height in; finish; maximum possible lengths; and color to match existing. C. Carpet: 1. To matching existing If the product is no longer available match color as close as posisble to the existing. 09900 - PAINTS AND COATINGS A. Materials: 1. One Manufacturer per System: Provide fillers, undercoats, primer, and finish coats for any one surface by same manufacturer. Do not combine products by different manufacturers on same substrate. 2. Quality Level: Provide manufacturers best quality paint of each of the types specified, in containers that are fully labeled with manufacturers complete product identification. B. Interior Opaque Coating Systems: 1. Concrete and Brick Masonry: a. Flat Alkyd Finish: 1) Primer: One coat alkali -resistant acrylic latex interior primer. 2) Finish: Two coats flat alkyd interior paint. 2. Gypsum Wallboard: a. Eggshell Acrylic Enamel Finish: 1) Primer: One coat latex interior primer. 2) Finish: Two coats low luster or eggshell latex interior enamel. END OF SECTION X09 HCA TECH Refresh / cma 000101 / 4/5/2006 X09 - 2 FINISHES Section 15010: MECHANICAL SCOPE OF WORK GENERAL. Mechanical work includes the following: Heating, Ventilating, Air Conditioning Systems, Plumbing, and other piping systems as specified; complete and in operating order. Excavation and backfilling for mechanical work. Flashing of ducts and pipes where they penetrate outside walls and roofs. Install all mechanical control components, which require mechanical connections only, both mechanical and electrical connections, penetrations of air plenums and ducts or installations into piping systems. ' Louvers and screens, which are shown on mechanical drawings. AD built-in equipment shall be furnished by the Owner, unless otherwise noted, installed under other division of these specifications, and connected under this Division. Roughing -in shall only be done using approved roughing -in drawings. EXECUTION Workmen shall be experienced in their respective trades. The workmanship of the installed work shall be first class and shall be judged by the Engineer. END OF SECTION Section 15010- 1 of 1 SECTION 15060: BASIC MATERIALS AND METHODS GENERAL DESCRIPTION QUALITY ASSURANCE Qualifications of manufacturer: Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacture of similar items and with a history of successful production acceptable to the Architect. Qualifications of installers: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work. of this Section. EXECUTION Substitutions shall be reviewed by the Engineer as covered under "Submittals". The mechanical drawings are diagrammatic and show the relations of equipment and connections and shall not be construed to be complete as to the exact requirements. Installation of equipment and materials shall be performed in accordance with manufacturer's recommendations or contract documents, whichever is more stringent. Installation of equipment and routing of systems shall be coordinated with other work so as to prevent delays, conflicts or damage. Duct, piping and other suspended equipment shall be installed so as to provide the maximum possible clearance underneath except as noted. Equipment and devices, which require service, shall be installed to provide the necessary clearance as recommended by the manufacturer. Work, equipment and materials shall be protected from theft, injury, weather and other damage at all times. Open ends of duct, pipe and other work shall be protected by suitable plugs or covers during storage and construction to prevent entrances of dirt or other foreign material. The Engineer shall be notified in writing of any conflicts in contract documents. Conflicts shall be resolved by a written ruling from the General Contractor. Unless indicated by drawings or specifically approved, all items in the same section shall be by the same manufacturer (e.g. air handlers, pumps, etc.) END OF SECTION Section 15060 - l of 1 SECTION 15070: PIPING AND PIPE FITTINGS GENERAL DESCRIPTION GENERAL This Section applies to all piping for all mechanical work. RELATED WORK (1) Hangers and supports - Section 15120 (2) Insulation - Section 15160 QUALITY ASSURANCE Standards: All pipe and fittings shall conform to ANSI and appropriate ASTM Standards. Piping shown on drawings shall be installed complete and of the size indicated on the drawings. Pipe sizes are nominal size (inches) unless otherwise noted. PRODUCTS 1. Steel pipe: A. Butt welded, electric resistance welded, or seamless black steel pipe, ANSI B 36.10, ASTM A-53, Grade "B", Schedule 40, for piping 10" and smaller and standard weight for pipe sizes 12" and larger. Provide for the following services: 1. Chilled water supply and return piping 2-1/2" and larger 2. Heating hot water supply and return piping 2-1/2" and larger 3. Gas piping 4. Mill wrap all uninsulated underground steel pipe with Republic X-Tru-Coat or equal 5. Condenser water supply and return piping 6. Heat pump loop water supply and return piping 2" and larger B. Seamless Schedule 40 black steel pipe ASTM A-53, A106, or A134 for the following services: 1. Steam piping less than 60 psi C. Seamless Schedule 80 black steel pipe ASTM A-53, A106, or A134 for the following services: 1. Steam piping greater than 60 psi 2. Condensate return piping Section 15070 - 1 of 3 2. Steel Pipe Fittings: A. Fittings 2-1/2" and larger to be carbon steel buttwelded fittings conforming to ASTM A234-WPB, ANSI B 16.9, B 16.28. At the option of the contractor roll grooved mechanicaly coupled fittings may be used. B. Branch connections from mains or headers 2-1/2" or larger to be welded tees or welding outlets. Outlets to be equal to Weldolets or threadolets manufactured by Bonney Forge. Forged outlets to be used only if branch line is at least one pipe size smaller than main or header. C. Fittings 2" and smaller to be threaded, confirming to ANSI B2.1, ASTM A-47, 150 lbs. standard, malleable iron fittings, with dimensions conforming to ANSI B16.3. Condensate return pipe fittings shall be ASTM A-126, 125 lbs., cast iron fittings. At the contractors option, mechanically coupled fittings may be used except for condensate return pipe. D. Flanges to be carbon steel conforming to ASTM A 105 and ANSIB 165. E. Unions to be ASTM A47 malleable iron with bronze -to -iron ground joint rated at 150 lbs. wsp. Threads to conform to ANSI B2.1. F. Thread lubricant to be Crane "Fonnular 425" or equal. Approved Teflon tape may be used at Contractor's option. G. Gaskets to be 1/16" thick non -asbestos, ring type (or full face as needed), manufactured by "Klinger" or equal 3. Copper Pipe: A. Type "L" hard -drawn seamless copper tubing, ASTM B-88: 1. Domestic hot and cold water. 2. HVAC hot water piping 2-1/8" OD and smaller. Piping dimensions on drawings for piping 2-1/8" and smaller are outside diameter (O.D.). 3. HVAC chilled water piping 2-1/8" OD and smaller. Piping dimensions on drawings for piping 2-1/8" and smaller is outside diameter (O.D.). 4. Condensate drains from HVAC equipment. B. Type "K" hard -drawn seamless copper tubing: 1. All water lines below slab or underground. C. Copper Pipe Fittings: 1. Provide sweat fittings, ASTM B-62, dimensions conforming to ANSI B16.22, wrought copper, with sweep patterns for copper tubing, soldered using 95 Sn (tin) / 5 Sb (antimony) lead free solder equal to Fry Silver. 2. Dielectric connection: Provide Epco Sales, Inc. dielectric couplers at junction of steel pipe and equipment with copper piping systems. Use of steel or cast iron fittings in copper piping systems is prohibited. 3. Unions to be brass ground joint, 250-pound working pressure. Section 15070 - 2 of 3 0 4. Cast Iron Soil Pipe: A. Standard weight cast iron soil pipe with drainage fittings: 1. Waste, drainage, and vent lines 2" and larger. 2. Storm water piping. 3. Waste, drainage, and vent lines located in areas where the waste temperature could rise above 140 F. This should be used until it combines with a continuous flow of dependable potable waste flow. 4. Rainwater leaders inside building. 5. Joints in hubbed cast iron soil pipe may be neoprene compression gaskets or "No -hub". "No -hub" not permitted below floor or grade. EXECUTION Piping shall be routed approximately as shown on drawings, or as conditions will permit, and shall be so installed as not to interfere with doors and access to equipment. All piping shall be installed so as to run parallel or perpendicular to building lines. Piping shall be installed to allow for expansion as required. Unions and flanges shall be installed to allow servicing and removal of equipment without dismantling piping. Connections for Owner furnished equipment shall be made with gate valves terminating this Contractor's work. Piping shall be hung so that equipment does not bear piping load. Provide additional small piping not shown on drawings required in connection with instruments, gauges, traps, etc. not shown on drawings. Install isolation valves in each pipe connection to equipment. Balancing valves shall be installed as shown on the Drawings. Tees shall be installed to prevent "bullheading". Tees in the same line shall be located a minimum 10 pipe diameters apart. Pipe dependent on gravity drainage shall be sloped minimum 1/8 inch per foot of horizontal nm or as called for on drawings. Furnish and install dielectric couplings for piping connections of dissimilar metals. Cast iron piping and fittings shall not be pressure tested with compressed air. Obtain and follow the manufacturer's recommendations for testing. END OF SECTION Section 15070 - 3 of 3 SECTION 15085: REFRIGERANT PIPING PART 1-GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. Division-15 Basic Mechanical Materials and Methods sections apply to work of this section. 1.02 DESCRIPTION OF WORK: Extent of refrigerant piping work is indicated on drawings and schedules, and by requirements of this section. Insulation of refrigerant piping is specified in other Division-15 sections, and is included as work of this section. 1.03 Codes and Standards: ANSI Compliance: Fabricate and install refrigerant piping in accordance with ANSI B31.5 "Refrigeration Piping", and extend applicable lower pressure limits to pressures below 15 psig. ASHRAE Compliance: Fabricate and install refrigerant piping in accordance with ASHRAE 15 "Safety Code for Mechanical Refrigeration". PART 2- PRODUCTS 2.01 MATERIALS AND PRODUCTS: A. General: Provide piping materials and factory -fabricated piping products of sizes, types, pressure ratings, temperature ratings, and capacities as indicated. Where not indicated, provide proper selection as determined by Installer to comply with installation requirements. Provide materials and products complying with ANSI B31.5 Code for Refrigeration Piping where applicable, base pressure rating on refrigerant piping system maximum design pressures. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in refrigerant piping systems. Where more than one type of materials or products are indicated, selection is Installer's option. 2.02 BASIC PIPES AND PIPE FITTINGS: A. General: Provide pipes and pipe fittings complying with Division-15 Basic Mechanical Materials and Methods section "Pipes and Pipe Fittings", in accordance with the following listing: B. Tube Size 3" and Smaller: Copper tube, Type L, hard -drawn temper; wrought -copper, solder joint fittings; brazed joints. C. Tube Size 1-1/8" and Smaller: Copper tube; Type ACR, soft annealed temper fittings; cast copper -alloy fittings for flared copper tubes; flared joints. D. Soldered Joints: Solder joints using silver -lead solder, ASTM B 32, Grade 96 TS. Section 15085 - 1 of 4 E. Brazed Joints: Braze joints using American Welding Society (AWS) classification BCuP-4 for brazing filler metal. 2.03 BASIC PIPING SPECIALTIES: A. General: Provide specialties complying with the following listing: Pipe escutcheons. Drip Pam• Sleeves. Sleeve seals. 2.04 BASIC SUPPORTS AND ANCHORS: A. General: Provide supports and anchors in accordance with the following listing: B. Adjustable steel clevises, adjustable roller hangers, and adjustable pipe roll stands for horizontal piping hangers and supports. C. Two -bolt riser clamps for vertical piping supports. D. Concrete inserts, C-clamps, and steel brackets for building attachments. E. Protection shields for insulated piping support in hangers. F. Copper flashings for piping penetrations. 2.05 SPECIAL REFRIGERANT VALVES: A. General: Special valves required for refrigerant piping include the following types: 1. Solenoid Valves: 2-Way Solenoid Valves: Forged brass, designed to conform to ARI 760, normally closed, teflon valve seat, NEMA 1 solenoid enclosure, 24 volt, 60 Hz., UL-listed, 1/2" conduit adapter, 250 deg. F (121 deg. C) temperature rating, 400 psi working pressure. 2. Manufacturer: Subject to compliance with requirements, provide solenoid valves of one of the following or equal: Alco Controls Div.; Emerson Electric Co. Automatic Switch Co. Sporlan Valve Co. 2.06 REFRIGERANT SPECIALTIES: A. Refrigerant Strainers: Brass shell and end connections, brazed joints, monel screen, 100. mesh, UL-listed, 350 psi working pressure. Section 15085 2 of 4 B. Moisture -Liquid Indicators: Forged brass, single port, removable cap, polished optical glass, solder connections, UL-listed, 200 deg. F (93 deg. C) temperature rating, 500 psi working pressure. C. Refrigerant Filter -Driers: Corrosion -resistant steel shell, steel flange ring and spring, wrought copper fittings, ductile iron cover plate with steel cap screws, replaceable filter -drier core, 500 psi working pressure. D. Manufacturer: Subject to compliance with requirements, provide refrigeration accessories of one of the following or equal: Alco Controls Div.; Emerson Electric Co. Henry Valve Co. Parker -Hannifin Corp.; Refrigeration & Air -Conditioning Div. Sporlan Valve Co. PART 3 - EXECUTION 3.01 INSPECTION: A. General: Examine areas and conditions under which refrigerant piping systems materials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. 3.02 INSTALLATION OF REFRIGERANT PIPING: 3.03 3.04 A. General: Install refrigerant piping in accordance with Division-15 Basic Mechanical Materials and Methods section 'Pipes and Pipe Fittings", and in compliance with equipment manufacturer's recommendations. B. Install refrigerant piping with 1/4" per foot (1%) downward slope in direction of oil return to compressor. Provide oil traps and double risers where indicated, and where required to provide oil return. C. Clean refrigerant piping by swabbing with dry lintless (linen) cloth, followed by refrigerant oil soaked swab. Remove excess oil by swabbing with cloth soaked in high flash point petroleum solvent, squeezed dry. D. Bleed dry nitrogen through refrigerant piping during brazing operations. INSTALLATION OF SPECIAL REFRIGERANT VALVES: A. General: Install refrigerant valves where indicated, and in accordance with manufacturer's instructions. Remove accessible internal parts before soldering or brazing, replace after joints are completed. B. Solenoid Valves: Install in refrigerant piping as indicated with stem pointing upwards. INSTALLATION OF REFRIGERANT ACCESSORIES: A. Refrigerant Strainers: Install in refrigerant lines as indicated, and in accessible location for service. Section 15085 - 3 of 4 _J B. Moisture -Liquid Indicators: Install as indicated on refrigerant liquid lines; in accessible location. C. Refrigerant Filter -Dryers: Install in refrigerant lines as indicated, and in accessible location for service. 3.05 EQUIPMENT CONNECTIONS: A. General: Connect refrigerant piping to mechanical equipment as indicated, and comply with -- equipment manufacturer's instructions where not otherwise indicated. 3.06 FIELD QUALITY CONTROL: A. Refrigerant Piping Leak Test: Prior to initial operation, clean and test refrigerant piping in - accordance with ANSI B31.5, "Refrigeration Piping". Perform initial test with dry nitrogen, using soap solution to test all joints. Perform final test with 27" vacuum, and then 200 psi using halide torch. System must be entirely leak -free. B. Repair or replace refrigerant piping as required to eliminate leaks, and retest as specified to ' demonstrate compliance. 3.07 DEHYDRATION AND CHARGING SYSTEM: A. Install core in filter dryer after leak test but before evacuation. B. Evacuate refrigerant system with vacuum pump; until temperature of 35 deg. F (2 deg. C) is indicated on vacuum dehydration indicator. C. During evacuation, apply heat to pockets, elbows, and low spots in piping. s D. Maintain vacuum on system for minimum of 5 hours after closing valve between vacuum pump and system E. Break vacuum with refrigerant gas, allow pressure to build up to 2 psi. F. Complete charging of system, using new filter dryer core in charging line. Provide full - operating charge. 3.08 ADJUSTING AND CLEANING: f , A. Cleaning and Inspecting: Clean and inspect refrigerant piping systems in accordance with requirements of Division-15 Basic Mechanical Materials and Methods section "Pipes and Pipe Fittings" END OF SECTION Section 15085 - 4 of 4 i - SECTION 15120: HANGERS AND SUPPORTS GENERAL RELATED WORK 1. Piping and Pipe Fittings - Section 15070 PRODUCTS Hangers for steel piping 2 '/2" and smaller shall be adjustable swivel ring hangers equal to B-Line figure B3170NF. Hangers for copper piping shall be copper plated steel adjustable swivel ring hanger equal to B-Line figure B3174CT. Hangers for piping 3" and larger shall be clevis hangers equal to B-Line figure B3100. Hangers shall be supported by zinc plated all -thread rod or sufficient size to safely carry operating weight of pipe. Piping located on roofs shall be supported with Miro Industries model 1.8 supports or equal. Piping shall be strapped to support and supports shall be spaced to route pipe level and prevent sagging. EXECUTION Pipe shall be suspended from the building structure in a neat and workmanlike manner. Wherever possible, parallel runs of horizontal pipe shall be grouped on trapeze type hangers utilizing angle iron or uni-strut. The use of wire or perforated metal strapping is not permitted. Hanging of pipe from other pipes, duct, etc is not permitted. Supports shall be designed and installed such that neither pipe nor supports will be subject to electrolytic action. Provide dielectric isolation between dissimilar metals of piping and supports. Provide anchors as required for proper anchorage including channels, plate etc. Hangers on insulated piping larger than one inch shall pass around the insulation except on heating water and domestic hot water piping systems. Where insulation specified is soft and will not support pipe without crushing, provide a 12-inch long saddle consisting of rigid insulation and 18 gauge protective steel band. Horizontal piping shall be supported at sufficiently close intervals to keep it in alignment and prevent sagging. Horizontal piping shall be supported at intervals not to exceed 8 feet for piping up to 1 1/4 inches and intervals of 10 feet for all other piping. When piping is supported from angle iron trapeze hangers, insulation saddles shall be used. Insulation saddles shall be adhered to the insulation jacket with adhesive. Hangers for piping 2 ''/2" and smaller utilizing teardrop hangers, hanger and pipe shall be insulated as ' - an assembly. Piping 3" and above shall be supported by sections of cellular glass (foam glass) insulation placed in the insulation saddle to protect against damage to the insulation caused by excessive weight. Installation of just a metal pipe saddle is not sufficient. Section 15120 - 1 of 2 i For the installation of steam and steam condensate piping, use welded on insulation saddles and roller hangers. Heating hot water systems shall be evaluated' on a case by case basis dependant on the length of piping and expansion expected. Vertical piping shall be secured at sufficiently close intervals to keep the pipe in alignment and carry the weight of the pipe and contents. Cast-iron soil pipe shall be supported at not less than every story height and at its base. Screwed pipe shall be supported at. not less than every other story height. Copper tubing shall be supported at each story for piping 3/4 inch and over and at not more than intervals of four feet for 5/8 inch and smaller. Cast iron soil pipe shall be supported at not more than intervals of five feet and at least once in each joint of pipe, unless stainless steel couplings, manufactured by Clamp -all Corporation or equal, are utilized. If stainless steel couplings are use, piping supports shall be provided at not more than five (5) foot intervals except for pipe runs exceeding five (5) feet in length, which shall be supported at not more than ten (10) foot intervals. No -hub piping shall have, especially in the smaller sizes, additional hangers. Hang no -hub piping with sufficient hangers so that piping is rigidly supported. Piping may be grouped together and supported from galvanized angle iron trapeze hangers. Provide insulation saddles to protect the pipe insulation. Where three or less pipes are grouped together, the pipes should be supported individually. Either concrete inserts, B-Line, Grinnel or equal set in concrete fors, or expansion shields, shall be used for attaching hangers to the concrete building structure. Hangers supported from steel members shall be supported by C-clamps. END OF SECTION _- Section 15120 - 2 of 2 SECTION 15160 MECHANICAL SYSTEM INSULATION PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. The extent of piping insulation work as indicated on the drawings and by the requirements of this section. 1.2 QUALITY ASSURANCE A. Provide piping and duct' insulation products produced by one or more of the following manufacturers for each type of insulation and temperature range required: 1. Armacell LLC. 2. CertainTeed Corp. 3. Johns Manville 4. Knauf Fiberglass 5. Owens Coating 6. Pittsburg Coating Corp. B. Fire/Smoke Ratings: Provide composite pipe and duct insulation (insulation, jackets, covering, sealers, mastics and adhesives) with flame -spread rating of 25 or less and a smoke -developed rating of 50 or less as tested by ASTM E84 (NFPA 225) method. Composite rating shall not exceed the values shown with the physical properties for each type of insulation in this section. PART 2 - PRODUCTS 2.1 PIPE INSULATION A. Flexible Tubular Elastomeric: 1. Provide fire -retardant closed -cell slip-on flexible type. Product must be guaranteed by manufacturer to have continuous operational temperature limit of not less than 220 degrees F and a minimum "R" value of 3.70. Product to be equivalent to Armacell LLC "Armaflex AP". Applicable products manufactured by Manville .and Rubatex are acceptable. Provide insulation for the following services: (a) Moisture condensate drains - 1/2" thick. (b) Refrigerant suction and hot gas lines — For pipe sizes up to 1-1/2" — 3/4" thick. For pipe sizes larger than 1-1/2" -1" thick. (c) Domestic water lines located within block walls - 1/2" thick. 15160- 1 ED C 10 Fiberglass: 1. , Provide factory -formed factoryjacketed "system" type conforming strictly to fire -resistive qualities herein before specified in "Quality Assurance" section. Jacket to be vapor -barrier type when used for systems operating below 60 degrees F. "System" density shall not less than 4 pounds per cubic foot. Product must be guaranteed by manufacturer to have continuous operational temperature limit of not less than 650 degrees F and a minimum "R" value of 4.00. Product to be equivalent to Manville "Micro-Lok 650" with type AP jacketing. Product to be manufactured by Owens Comings, Manville or Knauf. Jacket to be fiberglass reinforced kraft paper with aluminum foil and self-sealing lap joint_ 2. Provide insulation of thickness for following services: (a) Domestic cold water piping: 1/2" thick for 2" and smaller pipe, 1" thick for 2-1/2" and larger pipe. (b) Domestic hot water piping (for non re -circulating systems only): 1 /2" thick for 2" and smaller pipe, I" thick for 2-1/2" and larger pipe. Insulation may be deleted on 3/4" and smaller domestic water piping located inside interior walls. Piping located in unconditioned mechanical rooms, attics, or exposed to the weather shall have the thickness listed above increased by 1 /2". E. For any service when above grade exposed -to -the -weather outside building, cover straight pipe insulation with 0.016" thick aluminum jacket equivalent to Childers and cover valves and fittings with .024" thick aluminum factory formed covers equivalent to Childers Ell-Jacs. 2.2 DUCT INSULATION A. Fiberglass Blanket: 1. Provide flexible fiberglass blanket insulation with a foil-scrim-kraft (fsk) jacket. Insulation to conform strictly to fire resistive qualities hereinbefore specified in the "Quality Assurance" paragraph. (a) Medium -pressure supply duct - Wrap all duct with 1-1/2" thick, 1 lb./cu.ft. density fiberglass blanket (Absolutely no duct liner allowed). Joints shall be sealed with glassfab and mastic. (b) Low-pressure suppler - Wrap all duct with 1-1/2" thick, 1 lb./cuft density fiberglass blanket (Absolutely no duct liner 15160- 2 allowed.). Joints shall be sealed with glassfab and mastic (c) Return duct - If return duct is not located immediately below a roof level, then duct does not have to be insulated. If duct is located directly below a roof level, wrap all duct with 1-1/2" thick, 1 lb./cu.ft. density fiberglass blanket (Absolutely no duct liner allowed). Joints shall be sealed with glassfab and mastic. (d) Exhaust duct — If fan operation is intermittent, insulate the last five feet of duct leaving the building with 1" thick, 1 lb./cu.ft. fiberglass blanket. If fan is operated continuous, no insulation is required. (e) Outside air duct - Wrap all duct with 1-1/2" thick, 1 lb/cu.ft. density fiberglass (Absolutely no duct liner allowed). Outside air plenums located in mechanical rooms shall be externally covered with 1-1/2" thick, 3 lb./cu.ft. density semi -rigid board type insulation. Joints shall be sealed with glassfab and mastic. (f) Duct located in attics or other extreme temperature locations - Wrap all supply, return, and outside air duct with 2" thick, 1 lb./cu.ft. density fiberglass blanket. Only insulate exhaust duct on entering side of energy recovery units located in attics or other high temperature areas (Absolutely no duct liner allowed). Joints shall be sealed with glassfab and mastic. B. All vapor barrier material, including the ASJ jackets and kraft-paper aluminum -foil jackets previously described shall meet the requirements of Federal Specification HN-B-10013, .'Barrier Material Vapor (for pipe, duct and equipment thermal insulation) Type 1. C. Staples, bands, wires and cements shall be as recommended by the insulation manufacturer for the applications indicated. D. Adhesives, sealers, and protective finishes shall be as recommended by the insulation for each application. PART 3 - EXECUTION 3.1 REQUIREMENTS A. Pipe saddles for protection of the insulation shall be provided by the insulation sub- contractor and installed at the time the insulation is applied. Saddles shall be secured to insulation with adhesive. B. Insulate all surfaces as indicated by drawings and specifications. Where more than one type of insulation is, indicated for a particular application, selection shall be the 15160- 3 B i contractors option. C. Install insulation products in accordance with the manufacturer's written instructions, and in accordance with recognized industry practices. D. Surfaces shall be clean and dry prior to application of insulation. The piping system shall be tight with all testing and corrections complete. E. Install insulation materials with smooth and even surfaces. Insulate each continuous run of pipe with full-length units of insulation, with a single cut piece to complete each run. Do not use cut pieces or scraps abutting each other. F. Cover valves, flanges, fittings and similar items in each piping system with equivalent thickness and composition of insulation as applied to adjoining pipe run. Install factory molded, pre-cut, or job fabricated units (at installers option), except where a specific form or type is indicated. In no case shall insulation cover gauges, plug cock indicators, or other items required for visual reference. G. Extend insulation without interruption through walls, floors and similar piping penetrations, except where otherwise indicated. H. Install protective metal shields and insulated inserts wherever needed to prevent compression of insulation. I. All pipe insulation exposed to weather, except as otherwise described, shall be finished with .016 inch, (standard thickness) aluminum jacket and pre -formed aluminum fitting covers, by Childers or approved equal. J. Fiberglass Insulation on Cold Piping: 1. Insulation on concealed piping shall be finished with white paintable, fire - retardant ASJ jacket. 2. Butt all joints firmly together and smoothly secure all jacket laps and joint strips with lap adhesive. End of pipe insulation shall be sealed off with a vapor barrier coating at all fittings and valves and at each joint of insulation in addition to any other manufacture's recommendations. 3. Insulate fittings and valves with molded fiberglass fittings, segments of pipe insulation, or with firmly compressed foil -faced fiberglass blanket with PVC covers. Secure in place with 20 gage corrosion -resistant wire and apply a smoothing coat of insulating cement. Vapor seal by applying a layer of open -weave glass cloth fabric embedded between two coats of vapor -barrier mastic. Lap glass fabric 2" onto adjacent pipe. (In lieu Hof glass cloth embedded between coats of mastic, premolded fitting covers sealed at all edges with vapor barrier adhesive. Secure ends of covers with pressure - sensitive vinyl tape). 15160- 4 K. Fiberglass Insulation on Hot Piping: 1. Insulation on concealed piping shall be finished with white paintable, fire - retardant ASJ jacket. 2. Butt all joints firmly together and smoothly secure all jacket laps and joint strips with lap adhesive. Flare type staples at 4 inch spacing may be used for concealed work. 3. Insulate fittings and valves with molded fiberglass fittings, segments of pipe insulation, or with firmly compressed fiberglass blanket with PVC covers. Secure in place with 20 gage wire and finish with a coat of insulating cement. Fittings for pipe sizes under 4" maybe insulated with hydraulic setting insulating cement. All thickness' to be equal to that of adjoining pipe covering. Exposed fittings and valves shall be additionally finished with open -weave glass cloth fabric adhered between two floor coats of lagging adhesive. Lap glass fabric 2" onto adjacent pipe. (In lieu of glass cloth embedded between coats of adhesive premolded' fitting covers may be used. The covers shall overlap the adjoining pipe insulation and shall be mechanically secured). END OF SECTION 15160- 5 SECTION 15812 - SHEET METAL DUCTWORK GENERAL WORK INCLUDED The contractor shall provide and/or construct all materials, ductwork, joints, transformations, splitters, dampers, access doors, etc., as set forth in these specifications necessary to install the Sheet Metal Ductwork required by the Mechanical Drawings. Low pressure ductwork refers to systems operating up to 2.00 w.g. total static pressure with velocities up to 2000 FPM. Medium pressure ductwork refers to systems operating greater than low pressure above but less than 6" static pressure. QUALITY CONTROL AND REGULATORY STANDARDS SMACNA MANUAL: Sheet Metal Tradesman to have access to latest edition of "Sheet Metal Construction for Ventilating and Air Conditioning Systems". Manual is referred to in specifications for required construction methods and details. Materials used as sealers, liners, pre -insulated jackets and flexible ducts shall comply with a flame spread rating of 25 or less and a smoke developed rating of not over 50. PRODUCTS MATERIAL: 1. Follow UMC standards when that code requires heavier gauge or reinforcement. 2. Sheet metal angles, bar slips, hangers, and straps: Galvanized steel. 3. Screws: Cadmium plated. 4. Joint Sealers: Mineral impregnated woven fiber tape and plastic type activator/adhesive manufactured by Hardcast, Inc, 3M, or approved equal. LOW PRESSURE FABRICATION REQUIREMENTS Provide rectangular or round duct where required on drawings of prime quality steel sheets, thickness as required by the following schedule of gauges and reinforcement when fabricating low pressure ductwork (large duct size governs the duct and complete joint). Where approved, the contractor may substitute fiberglass ducthoard for low pressure supply ductwork. Mm Duct Dimension Inches Duct Gauge Bar Slip Gauge Bar Slip Size Slip Reinforcement Up thru 18 24 24 — — 19-30 24 24 1 No 31-42 22 22 1 No 43-54 22 22 1'/z 1 3/8 x 1/8 55-60 20 20 1'/2 1 3/8 x 1/8 61-84 20 20 1'/2 1'/z x P/z x 1/8 Section 15812 - 1 of 3 --85-96 18 20 1'/z 1 %z x I %z x 3/16 Over 60' Angle 18 20 2 2 x 2 x'/4 Duct dimensions shown on drawings indicate inside clear dimensions. Make allowances for duct requiring internal sound lining. Check drawings for additional bracing requirements. In addition to the requirements above, add supplemental bracing as necessary to prevent sagging and drumming. Subject to Owner's approval round prefabricated 26 gauge slip joint duct may be used on exhaust and return duct 12" and smaller. 1. Secure duct sections and fittings with sheet metal screws. 2. Make connections of round duct to rectangular duct using "spin -in" collars. Provide transverse joints at least every eight feet on duct whose larger side in less than 18". Provide transverse joints, or equivalent supplemental angle reinforcing on 4 foot centers on duct whose larger side is greater than 18". Longitudinal seams shall be Pittsburg Lock or grooved seams closed tightly and evenly. Button punch snap lock longitudinal seam construction shall not be allowed. Cross break ductwork over 10" dimension, either side. Do not exceed I" in 7" of slope for increase -in -area transitions. Do not exceed 1 " in 4" of slope for decrease -in -area transitions, I " in 7" is preferable. Do not exceed 30 degrees on the approaching side and 45 degrees on the leaving side for angle of transitions at connections to equipment without the use of approved vanes. Provide ells fabricated to one of the following specifications: 1. Unvaned elbow with the threat radius equal to 3/4 of the width of the duct and with full hell radius. 2. Six inch throat radius with full radius, vanes and full bell radius. 3. Three inch square throad and square heel, with closed -spaced double thickness turning vanes. Make branch connections and tees in one of the following manners: 1. Converging radius elbow. 2. Radius tap -in. 3. Square take off with suitable vanes. EXECUTION INSTALLATION, APPLICATION, ERECTION - LOW PRESSURE Section 15812 - 2 of 3 Secure hangers to concrete structure with approved anchor shield and to steel structure by means of C-clamps. Space hangers approximately eight feet along the duct except as note below. For ducts 60" and larger and heavy sections, such as welded duct and sound absorbers, space hangers at approximately four foot intervals. Obstructions may be located within ducts, but only with the permission of the Owner for each instance. Ease obstructions in accordance with the recommendations of the SMACNA "Duct Manual'. Do not exceed 45 degrees for easement transition angle. Seal transverse joints with approved sealer in accordance with manufacturer's directions should. longitudinal joints prove to leak. Insulation: Where drawings and insulating specifications indicate that ducts are to be insulated make provisions for neat insulation finish around damper operating quadrants, splitter adjusting clamps, access doors, and similar operating devices. Metal collar equivalent in depth to insulation thickness and of suitable size to which insulation may be finished to be mounted on duct Counterflashing: Counterflash all ducts where they pierce the roof. Pitot Ports: Pitot ports for measuring airflow to be located in each main supply duct at the downstream end of the straightest run of the main and before the fast branch take -off. Pitot ports to be formed by drilling 7/16" holes in the duct, lined up perpendicular to airflow on maximum 8" centers and at least three to a duct, evenly spaced. Holes to be plugged with plastic plugs. Provide access to these for future rebalancing. END OF SECTION Section 15812 - 3 of 3 SECTION 15820: AIR DISTRIBUTION LOW PRESSURE DUCTWORK GENERAL QUALITY ASSURANCE Ductwork shall be fabricated and installed in accordance with SMACNA Duct Manual recommendations. Where codes for requirements of U.L. assemblies are more stringent they shall supersede specifications and drawings. PRODUCTS Ductwork shall be of S and drive construction (or equivalent in pocket -lock construction). Duct gauge and S slip construction shall conform to the following schedule (the larger side governs the duct and complete joint): Max. Duct Dimension Inches Duct Gauge Bar Slip Gauge Bar Stir Size Stiu Reinforcement Up thru 18 24 24 — -- 9-30 24 24 1 No 3142 22 22 1 No 43-54 22 22 1% 1 3/8 x 1/8 55-60 20 20 1'/2 1 3/8 x 1/8 — 61-84 20 20 1% 1 %2 x 1'/2 x 1/8 85-96 18 20 11z 1'/z x 1'/Z x 3/16 Over 60' Angle 18 20 2 2 x 2 x '/4 In addition to the above, supplemental bracing shall be added as necessary to prevent sagging and drumming. i - Drive slips shall be used for narrow sides of ducts that are 18 inches or less, folded over to seal comers. Drive slips 19 inches to 30 inches shall be reinforced with one inch by one inch by 1/8 inch angle. i Duct sections and fittings shall be secured with sheet metal screws. Connections of round duct to rectangular shall be made with spin -in collars. A duct in which the larger side is less than 18 inches shall have transverse joints at least every eight feet. Ducts 18 inches or over larger side dimension shall have transverse joints, or equivalent supplemental angle reinforcing on 4 foot centers. Longitudinal joints shall be Pittsburgh lock or grooved seams closed rightly and evenly. Ductwork over ten inches dimension, either side, shall have sides cross broken. Section 15820 - 1 of 2 I, EXECUTION INSTALLATION OF DUCTWORK General: Fabricate and install all ductwork in strict accordance with the approved Shop Drawings and the referenced standards. Connections: Install and make all necessary connections required for the complete supply, circulation, and exhaust systems indicated on the approved Shop Drawings, including all ductwork, grille collars, intake housings, connections, fasteners, hangers, and other items required. _ Seal all joints to provide an airtight system. END OF SECTION HCA TECH REFRESH SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS 2 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Electrical equipment coordination and installation. 2. Sleeves for raceways and cables. 3. Sleeve seals. 4. Common electrical installation requirements. 1.2 COORDINATION A. Coordinate arrangement, mounting, and support of electrical equipment: 1. To allow maximum possible headroom unless specific mounting heights that reduce headroom are indicated. 2. To provide for ease of disconnecting the equipment with minimum interference to other installations. 3. To allow right of way for piping and conduit installed at required slope. 4. So connecting raceways, cables, wireways, cable trays, and busways will be clear of obstructions and of the working and access space of other equipment. B. Coordinate installation of required supporting devices. PART 2 - PRODUCTS. 2.1 SLEEVES FOR RACEWAYS AND CABLES A. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel, plain ends. PART 3 - EXECUTION 3.1 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION A. Comply with NECA 1. B. Headroom Maintenance: If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements. BASIC ELECTRICAL MATERIALS AND METHODS 16050 - 1 HCA TECH REFRESH C. Equipment: Install to facilitate service, maintenance, and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. 3.2 SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS A. Electrical penetrations occur when raceways, cables, wireways, cable trays, or busways penetrate concrete slabs, concrete or masonry walls, or fire -rated floor and wall assemblies. B. Fire -Rated Assemblies: Install sleeves for penetrations of fire -rated floor and wall assemblies unless openings compatible with firestop system used are fabricated during construction of floor or wall. C. Cut sleeves to length for mounting flush with both surfaces of walls. D. Interior Penetrations of Non -Fire -Rated Walls and Floors: Seal annular space between sleeve and raceway or cable, using joint sealant appropriate for size, depth, and location of joint. 3.3 FIRESTOPPING A. Apply firestopping to electrical penetrations of fire -rated floor and wall assemblies to restore original fire -resistance rating of assembly. Firestopping materials and installation requirements are specified in other division. a END OF SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS 16050 - 2 HCA TECH REFRESH SECTION 16060 - GROUNDING AND BONDING 2 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes methods and materials for grounding systems and equipment. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Field quality -control test reports. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with UL 467 for grounding and bonding materials and equipment. PART 2 - PRODUCTS 2.1 CONDUCTORS A. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by applicable Code or authorities having jurisdiction. B. Bare Copper Conductors: 1. Solid Conductors: ASTM B 3. 2. Stranded Conductors: ASTM B 8. 2.2 CONNECTORS A. Listed and labeled by a nationally recognized testing laboratory acceptable to authorities having jurisdiction for applications in which used, and for specific types, sizes, and combinations of conductors and other items connected. B. Bolted Connectors for Conductors and Pipes: Copper or copper alloy, bolted pressure -type, with at least two bolts. 1. Pipe Connectors: Clamp type, sized for pipe. GROUNDING AND BONDING 16060 - 1 HCA TECH REFRESH PART 3 - EXECUTION I_ 3.1 APPLICATIONS A. Conductors: Install solid conductor for No. 8 AWG and smaller, and stranded conductors for No. 6 AWG and larger, unless otherwise indicated. B. Conductor Terminations and Connections: 1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. 2. Connections to Ground Rods at Test Wells: Bolted connectors. 3. Connections to Structural Steel: Welded connectors. 3.2 EQUIPMENT GROUNDING A. Install insulated equipment grounding conductors with the following items, in addition to those required by NFPA 70: 1. Feeders and branch circuits. 2. Lighting circuits. 3. Receptacle circuits. 4. Single-phase motor and appliance branch circuits. 5. Three-phase motor and appliance branch circuits. 6. Flexible raceway runs. 7. Computer and Rack -Mounted Electronic Equipment Circuits: Install insulated equipment grounding conductor in branch -circuit runs from equipment -area power panels and power -distribution units. 3.3 INSTALLATION A. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise indicated or required by Code. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage. B. Bonding. Straps and Jumpers: Install in locations accessible for inspection and maintenance, except where routed through short lengths of conduit. 1. Bonding to Structure: Bond straps directly to basic structure, taking care not to penetrate any adjacent parts. 2. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports: Install so vibration is not transmitted to rigidly mounted equipment. 3. Use exothermic -welded connectors for outdoor locations, but if a disconnect -type connection is required, use a bolted clamp. C. Grounding and Bonding for Piping: 1. Metal Water Service Pipe: Install insulated copper grounding conductors, in conduit, from building's main service equipment, or grounding bus, to main metal water service entrances to building. Connect grounding conductors to main metal water service pipes, • A1QIo s o16 .01610 FORTR 16060 - 2 HCA TECH REFRESH ,using a bolted clamp connector or by bolting a lug -type connector to a pipe flange, using one of the lug bolts of the flange. Where a dielectric main water fitting is installed, connect grounding conductor on street side of fitting. Bond metal grounding conductor conduit or sleeve to conductor at each end. . 2. Water Meter Piping: Use braided -type bonding jumpers to electrically bypass water meters. Connect to pipe with a bolted connector. END OF SECTION 16060 GROUNDING AND BONDING 16060 - 3 HCA TECH REFRESH SECTION 16120 - CONDUCTORS AND CABLES 2 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Building wires and cables rated 600 V and less. 2. Connectors, splices, and terminations rated 600 V and less. 3. Sleeves and sleeve seals for cables. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Field quality -control test reports. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. PART 2-PRODUCTS 2.1 CONDUCTORS AND CABLES A. Copper Conductors: Comply with NEMA WC 70. B. Conductor Insulation: Comply with NEMA WC 70 for Types THHN-THWN. 2.2 CONNECTORS AND SPLICES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. AFC Cable Systems, Inc. 2. Hubbell Power Systems, Inc. CONDUCTORS AND CABLES 16120 - 1 HCA TECH REFRESH 3. O-Z/Gedney; EGS Electrical Group LLC. 4. 3M; Electrical Products Division. 5. Tyco Electronics Corp. C. Description: Factory -fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. PART 3 - EXECUTION 3.1 CONDUCTOR MATERIAL APPLICATIONS A. Feeders: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger. B. Branch Circuits: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger. 3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Feeders Concealed in Ceilings, Walls, Partitions, and Crawlspaces: Type THHN-THWN, single conductors in raceway. B. Exposed Branch Circuits, Including in Crawlspaces: Type THHN-THWN, single conductors in raceway. C. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN-THWN, single conductors in raceway. D. Cord Drops and Portable Appliance Connections: Type SO, hard service cord with stainless - steel, wire -mesh, strain relief device at terminations to suit application. 3.3 INSTALLATION OF CONDUCTORS AND CABLES A. Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated. B. Use manufacturer -approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. C. Use pulling means, including fish tape, cable, rope, and basket -weave wire/cable grips, that will not damage cables or raceway. D. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. E. Support cables according to Division 16 Section "Electrical Supports and Seismic Restraints." CONDUCTORS AND CABLES 16120 - 2 i HCA TECH REFRESH ' F. Identify and color -code conductors and cables according to Division 16 Section "Electrical ! Identification." G. Tighten electrical connectors. and terminals according to manufacturer's published torque - tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. H. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. 1. Use oxide inhibitor in each splice and tap conductor for aluminum conductors. I. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches of slack. 3.4 , FIRESTOPPING A. Apply firestopping to electrical penetrations of fire -rated floor and wall assemblies to restore original fire -resistance rating of assembly according to Division 7 Section "Through -Penetration Firestop Systems." 3.5 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. B. Tests and Inspections: 1. After installing conductors and cables and before electrical circuitry has been energized, test for compliance with requirements. 2. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. 3. Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each splice in cables and conductors No. 3 AWG and larger. Remove box and equipment covers so splices are accessible to portable scanner. a. Follow-up Infrared Scanning: Perform an additional follow-up infrared scan of each splice 11 months after date of Substantial Completion. b. Instrument: Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. C. Record of Infrared Scanning: Prepare a certified report that identifies splices checked and that describes scanning results. Include notation of deficiencies detected, remedial action taken, and observations after remedial action. C. Test Reports: Prepare a written report to record the following: 1. Test procedures used. 2. Test results that comply with requirements. CONDUCTORS AND CABLES 16120 - 3 HCA TECH REFRESH 3. Test results that do not comply with requirements and corrective action taken to achieve compliance with requirements. D. Remove and replace malfunctioning units and retest as specified above. END OF SECTION 16120 CONDUCTORS AND CABLES 16120 - 4 HCA TECH REFRESH SECTION 16130 - RACEWAYS AND BOXES 2 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring. 1.2 SUBMITTALS A. Product Data: For surface raceways, wireways and fittings, floor boxes, hinged -cover enclosures, and cabinets. B. Shop Drawings: For custom enclosures and cabinets. Include plans, elevations, sections, details, and attachments to other work. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. PART 2 - PRODUCTS 2.1 METAL CONDUIT AND TUBING A. Rigid Steel Conduit: ANSI C80.1. B. IMC: ANSI C80.6. C. EMT: ANSI C80.3. D. FMC: Zinc -coated steel. E. LFMC: Flexible steel conduit with PVC jacket. F. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT, and Cable: NEMA FB 1; listed for type and size raceway with which used, and for application and environment in which installed. 1. Conduit Fittings for Hazardous (Classified) Locations: Comply with UL 886. 2. Fittings for EMT: Steel or die-cast, type. RACEWAYS AND BOXES 16130 - 1 HCA TECH REFRESH 2.2 BOXES, ENCLOSURES, AND CABINETS A. Sheet Metal Outlet and Device Boxes: NEMA OS 1. B. Hinged -Cover Enclosures: NEMA 250, Type 1, with continuous -hinge cover with flush latch, unless otherwise indicated. 1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel. C. Cabinets: 1. NEMA 250, Type 1, galvanized -steel box with removable interior panel and removable front, finished inside and out with manufacturer's standard enamel. 2. Hinged door in front cover with flush latch and concealed hinge. 3. Key latch to match panelboards. 4. Metal barriers to separate wiring of different systems and voltage. 5. Accessory feet where required for freestanding equipment. PART 3 - EXECUTION 3.1 RACEWAY APPLICATION A. Outdoors: Apply raceway products as specified below, unless otherwise indicated: 1. Concealed Conduit, Aboveground: EMT. B. Comply with the following indoor applications, unless otherwise indicated: 1. Exposed, Not Subject to Physical Damage: EMT. 2. Exposed, Not Subject to Severe Physical Damage: EMT. 3. Exposed and Subject to Severe Physical Damage: Rigid steel conduit. Includes raceways in the following locations: a. Loading dock. b. Corridors used for traffic of mechanized carts, forklifts, and pallet -handling units. C. Mechanical rooms. C. Minimum Raceway Size: 1/2-inch trade size. D. Raceway Fittings: Compatible with raceways and suitable for use and location. 1. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings, unless otherwise indicated. 3.2 INSTALLATION A. Comply with NECA l for installation requirements applicable to products specified in Part 2 except where requirements on Drawings or in this Article are stricter. RACEWAYS AND BOXES 16130 - 2 HCA TECH REFRESH B. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping. C. Complete raceway installation before starting conductor installation. D. Support raceways as specified in Division 16 Section "Electrical Supports and Seismic Restraints." E. Arrange stub -ups so curved portions of bends are not visible above the finished slab. F. Install no more than the equivalent of three 90-degree bends in any conduit run except for communications conduits, for which fewer bends are allowed. G. Conceal conduit and EMT within finished walls, ceilings, and floors, unless otherwise indicated. H. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings to protect conductors, including conductors smaller than No. 4 AWG. I. Install raceway sealing fittings at suitable, approved, and accessible locations and fill them with listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings at the following points: 1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces. 2. Where otherwise required by NFPA 70. END OF SECTION 16130 RACEWAYS AND BOXES 16130 - 3 HCA TECH REFRESH SECTION 16140 - WIRING DEVICES 2 PART I - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Receptacles, receptacles with integral GFCI, and associated device plates. 2. Wall -box motion sensors. 3. Snap switches and wall -box dimmers. 4. Solid-state fan speed controls. 5. Wall -switch and exterior occupancy sensors. 6. Communications outlets. B. See Division 16 Section "Voice and Data Communication Cabling" for workstation outlets. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: List of legends and description of materials and process used for premarking wall plates. C. Samples: One for each type of device and wall plate specified, in each color specified. D. Operation and Maintenance Data: For wiring devices to include in all manufacturers' packing label warnings and instruction manuals that include labeling conditions. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: rListed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. PART2-PRODUCTS 2.1 MANUFACTURERS A. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Cooper Wiring Devices; a division of Cooper Industries, Inc. (Cooper). WIRING DEVICES 16140 - 1 HCA TECH REFRESH 2. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). 3. Leviton Mfg. Company Inc. (Leviton). 4. Pass & Seymour/Legrand; Wiring Devices & Accessories (Pass & Seymour). 2.2 STRAIGHT BLADE RECEPTACLES A. Convenience Receptacles, 125 V, 20 A: Comply with NEMA WD 1, NEMA WD 6 configuration 5-20R, and UL 498. 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide one of the following: a. Cooper, 5351 (single), 5352 (duplex). b. Hubbell; HBL5351 (single), CR5352 (duplex). C. Leviton; 5891 (single), 5352 (duplex). d. Pass & Seymour; 5381 (single), 5352 (duplex). 2.3 GFCI RECEPTACLES A. General Description: Straight blade, non -feed -through type. Comply with NEMA WD 1, NEMA WD 6, UL 498, and UL 943, Class A, and include indicator light that is lighted when device is tripped. B. Duplex GFCI Convenience Receptacles, 125 V, 20 A: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide one of the following: a. Cooper; GF20. b. Pass & Seymour; 2084. 2.4 SNAP SWITCHES A. Comply with NEMA WD 1 and UL 20. B. Switches, 120/277 V, 20 A: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide one of the following: a. Cooper; 2221 (single pole), 2222 (two pole), 2223 (three way), 2224 (four way). b. Hubbell; CS1221 (single pole), CS1222 (two pole), CS1223 (three way), CS1224 (four way). C. Leviton; 1221-2 (single pole), 1222-2 (two pole), 1223-2 (three way), 1224-2 (four way). WIRING DEVICES 16140 - 2 HCA TECH REFRESH 2.5 d. Pass & Seymour; 20AC I (single pole), 20AC2 (two pole), 20AC3 (three way), 20AC4 (four way). FINISHES A. Color: Wiring device catalog numbers in Section Text do not designate device color. 1. Wiring Devices Connected to Normal Power System: As selected by Architect, unless otherwise indicated or required by NFPA 70 or device listing. 2. Wiring Devices Connected to Emergency Power System: Red. 3. TVSS Devices: Blue: PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with NECA 1, including the mounting heights listed in that standard, unless otherwise noted. B. Coordination with Other Trades: I . Take steps to insure that devices and their. boxes are protected. Do not place wall finish materials over device boxes and do not cut holes for boxes with routers that are guided by riding against outside of the boxes. 2. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other material that may contaminate the raceway system, conductors, and cables. 3. Install device boxes in brick or block walls so that the cover plate does not cross a joint unless the joint is troweled flush with the face of the wall. 4. Install wiring devices after all wall preparation, including painting, is complete. C. Conductors: I 1. Do not strip insulation from conductors until just before they are spliced or terminated on devices. i 2. Strip insulation evenly around the conductor using tools designed for the purpose. Avoid scoring or nicking of solid wire or cutting strands from stranded wire. 3. The length of free conductors at outlets for devices shall meet provisions of NFPA 70, Article 300, without pigtails. 4. Existing Conductors: a. Cut back and pigtail, or replace all damaged conductors. b. Straighten conductors that remain and remove corrosion and foreign matter. C. Pigtailing existing conductors is permitted provided the outlet box is large enough. D. Device Installation: I. Replace all devices that have been in temporary use during construction or that show signs that they were installed before building finishing operations were complete. WIRING DEVICES 16140 - 3 J HCA TECH REFRESH 2. Keep each wiring device in its package or otherwise protected until it is time to connect conductors. 3. Do not remove surface protection, such as plastic film and smudge covers, until the last possible moment. 4. Connect devices to branch circuits using pigtails that are not less than 6 inches in length. 5. When there is a choice, use side wiring with binding -head screw terminals. Wrap solid conductor tightly clockwise, 2/3 to 3/4 of the way around terminal screw. 6. Use a torque screwdriver when a torque is recommended or required by the manufacturer. 7. When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits, splice No. 12 AWG pigtails for device connections. 8. Tighten unused terminal screws on the device. 9. When mounting into metal boxes, remove the fiber or plastic washers used to hold device mounting screws in yokes, allowing metal -to -metal contact. E. Receptacle Orientation: 1. Install ground pin of vertically mounted receptacles up, and on horizontally mounted receptacles to the left. F. Device Plates: Do not use oversized or extra -deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening. G. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension vertical and with grounding terminal of receptacles on top. Group adjacent switches under single, multigang wall plates. 3.2 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. l . Test Instruments: Use instruments that comply with UL 1436. 2. Test Instrument for Convenience Receptacles: Digital wiring analyzer with digital readout or illuminated LED indicators of measurement. B. Tests for Convenience Receptacles: 1. Line Voltage: Acceptable range is 105 to 132 V. 2. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is not acceptable. 3. Ground Impedance: Values of up to 2 ohms are acceptable. 4. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943. 5. Using the test plug, verify that the device and its outlet box are securely mounted. 6. The tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit breaker, poor connections, inadequate fault current path, defective devices, or similar problems. Correct circuit conditions, remove malfunctioning units and replace with new, and retest as specified above. END OF SECTION 16140 WIRING DEVICES 16140 - 4 HCA TECH REFRESH SECTION 16231 - PACKAGED ENGINE GENERATORS 2 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes packaged engine -generator sets for standby power supply with the following features: 1. Diesel engine. 2. Unit -mounted cooling system. 3. Unit -mounted control and monitoring. 4. Outdoor enclosure. B. See Division 16 Section "Transfer Switches" for transfer switches including sensors and relays to initiate automatic -starting and -stopping signals for engine -generator sets. 1.2 SUBMITTALS A. Product Data: For each type of packaged engine generator and accessory indicated. B. Source quality -control test reports. C. Field quality -control test reports. D. Operation and maintenance data. E. Warranty: Special warranty specified in this Section. 1.3 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. B. Manufacturer Qualifications: A qualified manufacturer. Maintain, within 200 miles of Project site, a service center capable of providing training, parts, and emergency maintenance repairs. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. D. Comply with ASME B15.1. E. Comply with NFPA 37. F. Comply with NFPA 70. PACKAGED ENGINE GENERATORS 16231 - 1 HCA TECH REFRESH G. Comply with NFPA 99. H. Comply with NFPA 110 requirements. I. Comply with UL 2200. J. Engine Exhaust Emissions: Comply with applicable state and local government requirements. 1.4 PROJECT CONDITIONS A. Environmental Conditions: Engine -generator system shall withstand the following environmental conditions without mechanical or electrical damage or degradation of performance capability: I . Ambient Temperature: Minus 15 to plus 40 deg C. 2. Relative Humidity: 0 to 95 percent. 3. Altitude: Sea level to 1000 feet. 1.5 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of packaged engine generators and associated auxiliary components that fail in materials or workmanship within specified warranty period. 1. Warranty Period: 1(one) years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: C. Basis -of -Design Product: Subject to compliance with requirements, provide the product indicated on Drawings or a comparable product by one of the following: 1. Caterpillar; Engine Div. 2. Kohler Co.; Generator Division. 3. Onan/Cummins Power Generation; Industrial Business Group. 4. Spectrum Detroit Diesel. 2.2 ENGINE -GENERATOR SET A. Factory -assembled and -tested, engine -generator set. PACKAGED ENGINE GENERATORS 16231 -2 i HCA TECH REFRESH B. Mounting Frame: Maintain alignment of mounted components without depending on concrete foundation; and have lifting attachments. C. Capacities and Characteristics: 1. Power Output Ratings: Nominal ratings as indicated. 2. Output Connections: Three-phase, four wire. 3. Nameplates: For each major system component to identify manufacturer's name and address, and model and serial number of component. D. Generator -Set Performance: 1. Steady -State Voltage Operational Bandwidth: 3 percent of rated output voltage from no load to full load. 2. Transient Voltage Performance: Not more than 20 percent variation for 50 percent step - load increase or decrease. Voltage shall recover and remain within the steady-state operating band within three seconds. 3. Steady -State Frequency Operational Bandwidth: 0.5 percent of rated frequency from no load to full load. 4. Steady -State Frequency Stability: When system is operating at any constant load within the rated load, there shall be no random speed variations outside the steady-state operational band and no bunting or surging of speed. 5. Transient Frequency Performance: Less than 5 percent variation for 50 percent step -load increase or decrease. Frequency shall recover and remain within the steady-state operating band within five seconds. 6. Output Waveform: 'At no load, harmonic content measured line to line or line to neutral shall not exceed 5 percent total and 3 percent for single harmonics. Telephone influence factor, determined according to NEMA MG 1, shall not exceed 50 percent. 7. Sustained Short -Circuit Current: For a 3-phase, bolted short circuit at system output terminals, system shall supply a minimum of 250 percent of rated full -load current for not less than 10 seconds and then clear the fault automatically, without damage to generator system components. 8. Start Time: Comply with NFPA 110, Type 10, system requirements. 2.3 ENGINE A. Fuel: Fuel oil, Grade DF-2. B. Rated Engine Speed: 1800 rpm. C. Maximum Piston Speed for Four -Cycle Engines: 2250 fpm. D. Lubrication System: The following items are mounted on engine or skid: 1. Filter and Strainer: Rated to remove 90 percent of particles 5 micrometers and smaller while passing full flow. 2. Thermostatic Control Valve: Control flow in system to maintain optimum oil temperature. Unitshall be capable of full flow and is designed to be fail-safe. PACKAGED ENGINE GENERATORS 16231 -3 HCA TECH REFRESH 3. Crankcase Drain: Arranged for complete gravity drainage to an easily removable container with no disassembly and without use of pumps, siphons, special tools, or appliances. E. Engine Fuel System: 1. Main Fuel Pump: Mounted on engine. Pump ensures adequate primary fuel flow under starting and load conditions. 2. Relief -Bypass Valve: Automatically regulates pressure in fuel line and returns excess fuel to source. F. Coolant Jacket Heater: Electric -immersion type, factory installed in coolant jacket system. Comply with NFPA 110 requirements for Level 1 equipment for heater capacity. G. Governor: Adjustable isochronous, with speed sensing. H. Cooling System: Closed loop, liquid cooled, with radiator factory mounted on engine - generator -set mounting frame and integral engine -driven coolant pump. i . Coolant: Solution of 50 percent ethylene -glycol -based antifreeze and 50 percent water, with anticorrosion additives as recommended by engine manufacturer. 2. Temperature Control: Self-contained, thermostatic -control valve modulates coolant flow automatically to maintain optimum constant coolant temperature as recommended by engine manufacturer. I. Muffler/Silencer: Critical type, sized as recommended by engine manufacturer and selected with exhaust piping system to not exceed engine manufacturer's engine backpressure requirements. 1. Minimum sound attenuation of 25 dB at 500 Hz. 2. Sound levelr measured at a distance of 10 feet from exhaust discharge after installation is complete shall be 85 dBA or less. J. Muffler/Silencer: Residential type, sized as recommended by engine manufacturer and selected with exhaust piping system to not exceed engine manufacturer's engine backpressure requirements. 1. Minimum sound attenuation of 18 dB at 500 Hz. 2. Sound level measured at a distance of 10 feet from exhaust discharge after installation is complete shall be 95 dBA or less. K. Muffler/Silencer: Industrial type, sized as recommended by engine manufacturer and selected with exhaust piping system to not exceed engine manufacturer's engine backpressure requirements. 1. Minimum sound attenuation of 12 dB at 500 Hz. 2. Sound level measured at a distance of 25 feet from exhaust discharge after installation is complete shall be 87 dBA or less. L. Air -Intake Filter: Standard -duty, engine -mounted air cleaner with replaceable dry -filter element and "blocked filter" indicator. PACKAGED ENGINE GENERATORS 16231 - 4 HCA TECH REFRESH M. Starting System: 24-V electric, with negative ground. 1. Components: Sized so they will not be damaged during a full engine -cranking cycle with ambient temperature at maximum specified in Part 1 "Project Conditions" Article. 2. Cranking Motor: Heavy-duty unit that automatically engages and releases from engine flywheel without binding. 3. Cranking Cycle: As required by NFPA 110 for system level specified. 4. Battery: Adequate capacity within ambient temperature range specified in Part 1 "Project Conditions" Article to provide specified cranking cycle at least twice without recharging. 5. Battery -Charging Alternator: Factory mounted on engine with solid-state voltage regulation and 35-A minimum continuous rating. a. Battery Charger: Current -limiting, automatic -equalizing and float -charging type. Unit shall comply with UL 1236. 2.4 FUEL OIL STORAGE A. Comply with NFPA 30. B. Base -Mounted Fuel Oil Tank: Factory installed and piped, complying with UL 142 fuel oil tank. Features include the following: 1. Tank level indicator. 2. Capacity: Fuel for 24 hours' continuous operation at 100 percent rated power output. 3. Vandal -resistant fill cap. 4. Containment Provisions: Comply with requirements of authorities having jurisdiction. 2.5 CONTROL AND MONITORING A. Automatic Starting System Sequence of Operation: When mode -selector switch on the control and monitoring panel is in the automatic position, remote -control contacts in one or more separate automatic transfer switches initiate starting and stopping of generator set. When mode - selector switch is switched to the on position, generator set starts. The off position of same switch initiates generator -set shutdown. When generator set is running, specified system or equipment failures or derangements automatically shut down generator set and initiate alarms. B. Manual Starting System Sequence of Operation: Switching on -off switch on the generator control panel to the on position starts generator set. The off position of same switch initiates generator -set shutdown. When generator set is running, specified system or equipment failures or derangements automatically shut down generator set and initiate alarms. C. Configuration: Operating and safety indications, protective devices, basic system controls, and engine gages shall be grouped in a common control and monitoring panel mounted on the generator set. Mounting method shall isolate the control panel from generator -set vibration. D. Indicating and Protective Devices and Controls: As required by NFPA 110 for Level [1] [2] system, and the following: 1. AC voltmeter. PACKAGED ENGINE GENERATORS 16231 - 5 HCA TECH REFRESH 2. AC ammeter. 3. AC frequency meter. 4. DC voltmeter (alternator battery charging). 5. Engine -coolant temperature gage. 6. Engine lubricating -oil pressure gage. 7. Running -time meter. 8: Ammeter -voltmeter, phase -selector switch(es). 9. Generator -voltage adjusting rheostat. 10. Fuel tank derangement alarm. 11. Fuel tank high-level shutdown of fuel supply alarm. 12. Generator overload. E. Supporting Items: Include sensors, transducers, terminals, relays, and other devices and include wiring required to support specified items. Locate sensors and other supporting items on engine or generator, unless otherwise indicated. F. Common Remote Audible Alarm: Comply with NFPA 1 10 requirements for Level 1 systems. Include necessary contacts and terminals in control and monitoring panel. 1. Overcrank shutdown. 2. Coolant low -temperature alarm. 3. Control switch not in auto position. 4. Battery -charger malfunction alarm. 5. Battery low -voltage alarm. G. Remote Alarm Annunciator: Comply with NFPA 99. An LED labeled with proper alarm conditions shall identify each alarm event and a common audible signal shall sound for each alarm condition. Silencing switch in face of panel shall silence signal without altering visual indication. Connect so that after an alarm is silenced, clearing of initiating condition will reactivate alarm until silencing switch is reset. Cabinet and faceplate are surface- or flush - mounting type to suit mounting conditions indicated. 2.6 GENERATOR OVERCURRENT AND FAULT PROTECTION A. Generator Circuit Breaker: Molded -case, thermal -magnetic type; 100 percent rated; complying with NEMA AB 1 and UL 489. 1. Tripping Characteristic: Designed specifically for generator protection. 2. Trip Rating: Matched to generator rating. 3. Shunt Trip: Connected to trip breaker when generator set is shut down by other protective devices. 4. Mounting: Adjacent to or integrated with control and monitoring panel. B. 'Ground -Fault Indication: Comply with NFPA 70, "Emergency System" signals for ground - fault. Integrate ground -fault alarm indication with other generator -set alarm indications. 2.7 GENERATOR, EXCITER, AND VOLTAGE REGULATOR A. Comply with NEMA MG 1. PACKAGED ENGINE GENERATORS 16231 - 6 HCA TECH REFRESH B. Drive: Generator shaft shall be directly connected to engine shaft. Exciter shall be rotated integrally with generator rotor. C. Electrical Insulation: Class H or Class F. D. Stator -Winding Leads: Brought out to terminal box to permit future reconnection for other voltages if required. E. Construction shall prevent mechanical, electrical, and thermal damage due to vibration, overspeed up to 125 percent of rating, and heat during operation at 110 percent of rated capacity. F. Enclosure: Dripproof. G. Instrument Transformers: Mounted within generator enclosure. H. Voltage Regulator: Solid-state type, separate from exciter, providing performance as specified. 1. Adjusting rheostat on control and monitoring panel shall provide plus or minus 5 percent adjustment of output -voltage operating band. I. Strip Heater: Thermostatically controlled unit arranged to maintain stator windings above dew point. J. Windings: Two-thirds pitch stator winding and fully linked amortisseur winding. 2.8 OUTDOOR GENERATOR -SET ENCLOSURE A. Description: Vandal -resistant, weatherproof steel housing, wind resistant up to 100 mph. Multiple panels shall be lockable and provide adequate access to components requiring maintenance. Panels shall be removable by one person without tools. Instruments and control shall be mounted within enclosure. B. Engine Cooling Airflow through Enclosure: Maintain temperature rise of system components within required limits when unit operates at 110 percent of rated load for 2 hours with ambient temperature at top of range specified in system service conditions. 1. Louvers: Fixed -engine, cooling -air inlet and discharge. Storm -proof and drainable louvers prevent entry of rain and snow. 2. Automatic Dampers: At engine cooling -air inlet and discharge. Dampers shall be closed to reduce enclosure heat loss in cold weather when unit is not operating. C. Interior Lights with Switch: Factory -wired, vaporproof-type fixtures within housing; arranged to illuminate controls and accessible interior. Arrange for external electrical connection. 1. AC lighting system and connection point for operation when remote source is available. 2. DC lighting system for operation when remote source and generator are both unavailable. D. Convenience Outlets: Factory wired, GFCI. Arrange for external electrical connection. PACKAGED ENGINE GENERATORS 16231 - 7 HCA TECH REFRESH 2.9 VIBRATION ISOLATION DEVICES A. Restrained Spring Isolators: Freestanding, steel, open -spring isolators with seismic restraint. 1. Housing: Steel with resilient vertical -limit stops to prevent spring extension due to wind loads or if weight is removed; factory -drilled baseplate bonded to 1/4-inch- thick, elastomeric isolator pad attached to baseplate underside; and adjustable equipment mounting and leveling bolt that acts as blocking during installation. 2. Outside Spring Diameter: Not less than 80 percent of compressed height of the spring at rated load. 3. Minimum Additional Travel: 50 percent of required deflection at rated load. 4. Lateral Stiffness: More than 80 percent of rated vertical stiffness. 5. Overload Capacity: Support 200 percent of rated load, fully compressed, without deformation or failure. 2.10 FINISHES A. Indoor and Outdoor Enclosures and. Components: Manufacturer's standard finish over corrosion -resistant pretreatment and compatible primer. 2.11 SOURCE QUALITY CONTROL A. Prototype Testing: Factory test engine -generator set using same engine model, constructed of identical or equivalent components and equipped with identical or equivalent accessories. 1. Tests: Comply with NFPA 110, Level 1 Energy Converters and with IEEE 115. 2. Report factory test results within 10 days of completion of test. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with packaged engine -generator manufacturers' written installation and alignment instructions and with NFPA 110. B. Install packaged engine generator to provide access, without removing connections or accessories, for periodic maintenance. C. Install packaged engine generator with restrained spring isolators having a minimum deflection of 1 inch on 4-inch- high concrete base. Secure sets to anchor bolts installed in concrete bases. Concrete base construction is specified in Division 16 Section "Electrical Supports and Seismic Restraints." D. Install Schedule 40, black steel piping with welded joints and connect to engine muffler. Install thimble at wall. Piping shall be same diameter as muffler outlet. Flexible connectors and steel piping materials and installation requirements are specified in Division 15 Section "Hydronic Piping." PACKAGED ENGINE GENERATORS 16231 - 8 L___ . . . - _. - _J HCA TECH REFRESH 1. Install condensate drain piping to muffler drain outlet full size of drain connection with a shutoff valve, stainless -steel flexible connector, and Schedule 40, black steel pipe with welded joints. Flexible connectors and piping materials and installation requirements are specified in Division 15 Section "Hydronic Piping." E. Electrical Wiring: Install electrical devices furnished by equipment manufacturers but not specified to be factory mounted. F. Piping installation requirements are specified in Division 15 Sections. Drawings indicate general arrangement of piping and specialties. G. Connect fuel, cooling -system, and exhaust -system piping adjacent to packaged engine generator to allow service and maintenance. H. Connect engine exhaust pipe to engine with flexible connector. 1. Connect fuel piping to engines with a gate valve and union and flexible connector. 1. Natural- and LP -gas piping, valves, . and specialties for gas distribution outside the building are specified in Division 2 Section "Natural Gas Distribution." 2. Natural- and LP -gas piping, valves, and specialties for gas piping inside the building are specified in Division 15 Section "Fuel Gas Piping." J. Ground equipment according to Division 16 Section "Grounding and Bonding." K. Connect wiring according to Division 16 Section "Conductors and Cables." L. Identify system components according to Division 15 Section "Mechanical Identification" and Division 16 Section "Electrical Identification." 3.2 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. 1. Manufacturer's Field Service: Engage a factory -authorized service representative to inspect components, assemblies, and equipment installations, including connections, and to assist in testing. B. Tests and Inspections: 1. Perform tests recommended by manufacturer and each electrical test and visual and mechanical inspection (except those indicated to be optional) for "AC Generators and for Emergency Systems" specified in NETA Acceptance Testing Specification. Certify compliance with test parameters. 2. NFPA 110 Acceptance Tests: Perform tests required by NFPA 110 that are additional to those specified here including, but not limited to, single-step full -load pickup test. 3. Battery Tests: Equalize charging of battery cells according to manufacturer's written instructions. Record individual cell voltages. PACKAGED ENGINE GENERATORS 16231 -9 HCA TECH REFRESH a. Measure charging voltage and voltages between available battery terminals for full -charging and float -charging conditions. Check electrolyte level and specific gravity under both conditions. b. Test for contact integrity of all connectors. Perform an integrity load test and a capacity load test for the battery. C. Verify acceptance of charge for each element of the battery after discharge. d. Verify that measurements are within manufacturer's specifications. 4. Battery -Charger Tests: Verify specified rates of charge for both equalizing and float - charging conditions. 5. System Integrity Tests: Methodically verify proper installation, connection, and integrity of each element of engine -generator system before and during system operation. Check for air, exhaust, and fluid leaks. 6. Exhaust -System Back -Pressure Test: Use a manometer with a scale exceeding 40-inch wg. Connect to exhaust line close to engine exhaust manifold. Verify that back pressure at full -rated load is within manufacturer's written allowable limits for the engine. 7. Exhaust Emissions Test: Comply with applicable government test criteria. 8. Voltage and Frequency Transient Stability Tests: Use recording oscilloscope.to measure voltage and frequency transients for 50 and 100 percent step -load increases and decreases, and verify that performance is as specified. 9. Harmonic -Content Tests: Measure harmonic content of output voltage under 25. percent and at 100 percent of rated linear load. Verify that harmonic content is within specified limits. C. Coordinate tests with tests for transfer switches and run them concurrently. D. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. E. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. F. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. G. Remove and replace malfunctioning units and retest as specified above. H. Retest: Correct deficiencies identified by tests and observations and retest until specified requirements are met. I. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation resistances, time delays, and other values and observations. Attach a label or tag to each tested component indicating satisfactory completion of tests. 3.3 DEMONSTRATION A. Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain packaged engine generators. Refer to Division 1 Section "Demonstration and Training." -- PACKAGED ENGINE GENERATORS 16231 - 10 HCA TECH REFRESH END OF SECTION 16231 PACKAGED ENGINE GENERATORS 16231 - 11 HCA TECH REFRESH SECTION 16415 - TRANSFER SWITCHES 2 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes automatic transfer switches rated 600 V and less. 1.2 SUBMITTALS A. Product Data: Include rated capacities, weights, operating characteristics, furnished specialties, and accessories. B. Field quality -control test reports. C. Operation and maintenance data. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. I - C. Comply with NFPA 99. D. Comply with NFPA 110. E. Comply with UL 1008 unless requirements of these Specifications are stricter. i PART 2 - PRODUCTS i 2.1 A. L, MANUFACTURERS Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Manufacturers: Subject to compliance with requirements, provide products by one of the following: l . Contactor Transfer Switches: a. Caterpillar; Engine Div. b. Emerson; ASCO Power Technologies, LP. C. GE Zenith Controls. TRANSFER SWITCHES 16415 - 1 F 9 HCA TECH REFRESH d. Kohler Power Systems; Generator Division. e. Onan/Cummins Power Generation; Industrial Business Group. f Russelectric, Inc. g. Spectrum Detroit Diesel. 2.2 GENERAL TRANSFER -SWITCH PRODUCT REQUIREMENTS A. Indicated Current Ratings: Apply as defined in UL 1008 for continuous loading and total system transfer, including tungsten filament lamp loads not exceeding 30 percent of switch ampere rating, unless otherwise indicated. B. Tested Fault -Current Closing and Withstand Ratings: Adequate for duty imposed by protective devices at installation locations in Project under the fault conditions indicated, based on testing according to UL 1008. 1. Where transfer switch includes internal fault -current protection, rating of switch and trip unit combination shall exceed indicated fault -current value at installation location. C. Solid -State Controls: Repetitive accuracy of all settings shall be plus or minus 2 percent or better over an operating temperature range of minus 20 to plus 70 deg C. D. Resistance to Damage by Voltage Transients: Components shall meet or exceed voltage -surge withstand capability requirements when tested according to IEEE C62.41. Components shall meet or exceed voltage -impulse withstand test of NEMA ICS 1. E. Electrical Operation: Accomplish by a nonfused, momentarily energized solenoid or electric - motor -operated mechanism, mechanically and electrically interlocked in both directions. F. Switch Characteristics: Designed for continuous -duty repetitive transfer of full -rated current between active power sources. 1. Limitation: Switches using molded -case switches or circuit breakers or insulated -case circuit -breaker components are not acceptable. 2. Switch Action: Double throw; mechanically held in both directions. 3. Contacts: Silver composition or silver alloy for load -current switching. Conventional automatic transfer -switch units, rated 225 A and higher, shall have separate arcing contacts. G. Neutral Terminal: Solid and fully rated, unless otherwise indicated. 2.3 AUTOMATIC TRANSFER SWITCHES A. Comply with Level 1 equipment according to NFPA 110. - B. Switching Arrangement: Double -throw type, incapable of pauses or intermediate position stops during normal functioning, unless otherwise indicated. C. Signal -Before -Transfer Contacts: A set of normally open/normally closed dry contacts operates in advance of retransfer to normal source. Interval is adjustable from 1 to 30 seconds. ! TRANSFER SWITCHES 16415 - 2 HCA TECH REFRESH D. Transfer Switches Based on Molded -Case -Switch Components: Comply with NEMA AB 1, UL 489, and UL 869A. E. Automatic Transfer -Switch Features: 1. Undervoltage Sensing for Each Phase of Normal Source: Sense low phase -to -ground voltage on each phase. Pickup voltage shall be adjustable from 85 to 100 percent of nominal, and dropout voltage is adjustable from 75 to 98 percent of pickup value. Factory set for pickup at 90 percent and dropout at 85 percent. 2. Adjustable Time Delay: For override of normal -source voltage sensing to delay transfer and engine start signals. Adjustable from zero to six seconds, and factory set for one second. 3. Voltage/Frequency Lockout Relay: Prevent premature transfer to generator. Pickup voltage shall be adjustable from 85 to 100 percent of nominal. Factory set for pickup at 90 percent. Pickup frequency shall be adjustable from 90 to 100 percent of nominal. Factory set for pickup at 95 percent. 4. Time Delay for Retransfer to Normal Source: Adjustable from 0 to 30 minutes, and factory set for 10 minutes to automatically defeat delay on loss ' of voltage or sustained undervoltage of emergency source, provided normal supply has. been restored. 5. Test Switch: Simulate normal -source failure. 6. Switch -Position Pilot Lights: Indicate source to which load is connected. 7. Source -Available Indicating Lights: Supervise sources via transfer -switch normal- and emergency -source sensing circuits. a. Normal Power Supervision: Green light with nameplate engraved "Normal Source Available." b. Emergency Power Supervision: Red light with nameplate engraved "Emergency Source Available." 8. Unassigned Auxiliary Contacts: Two normally open, single -pole, double -throw contacts for each switch position, rated 10 A at 240-V ac. 9. Transfer Override Switch: Overrides automatic retransfer control so automatic transfer switch will remain connected to emergency power source regardless of condition of normal source. Pilot light indicates override status. 10. rEngine Starting Contacts: One isolated and normally closed, and one isolated and normally open; rated 10 A at 32-V do minimum. 11. Engine Shutdown Contacts: Instantaneous; shall initiate shutdown sequence at remote engine -generator controls after retransfer of load to normal source. 12. Engine Shutdown Contacts: Time delay adjustable from zero to five minutes, and factory set for five minutes. Contacts shall initiate shutdown at remote engine -generator controls after retransfer of load to normal source. 13. Engine -Generator Exerciser: ' Solid-state, programmable -time switch starts engine generator and transfers load to it from normal source for a preset time, then retransfers and shuts down engine after a preset cool -down period. Initiates exercise cycle at preset intervals adjustable from 7 to 30 days. Running periods are adjustable from 10 to 30 minutes. Factory settings are for 7-day exercise cycle, 20-minute running period, and 5- minute cool -down period. Exerciser features include the following: a. Exerciser Transfer Selector Switch: Permits selection of exercise with and without, load transfer. b. Push-button programming control with digital display of settings. TRANSFER SWITCHES 16415 - 3 HCA TECH REFRESH C. Integral battery operation of time switch when normal control power is not available. 2.4 SOURCE QUALITY CONTROL A. Factory test and inspect components, assembled switches, and associated equipment. Ensure proper operation. Check transfer time and voltage, frequency, and time -delay settings for compliance with specified requirements. Perform dielectric strength test complying with NEMA ICS 1. PART 3 - EXECUTION 3.1 INSTALLATION A. Design each fastener and support to carry load indicated by seismic requirements and according to seismic -restraint details. See Division 16 Section "Electrical Supports and Seismic Restraints." B. Identify components according to Division 16 Section "Electrical Identification." C. Set field -adjustable intervals and delays, relays, and engine exerciser clock. 3.2 CONNECTIONS A. Ground equipment according to Division 16 Section "Grounding and Bonding." B. Connect wiring according to Division 16 Section "Conductors and Cables." 3.3 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory -authorized service representative to inspect, test, and adjust components, assemblies, and equipment installations, including connections. Report results in writing. B. Perform tests and inspections and prepare test reports. 1. Manufacturer's Field Service: Engage a factory -authorized service representative to inspect components, assemblies, and equipment installation, including connections, and to assist in testing. 2. After installing equipment and after electrical circuitry has been energized, test for compliance with requirements. 3. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. 4. Measure insulation resistance phase -to -phase and phase -to -ground with insulation - resistance tester. Use test voltages and procedure recommended by manufacturer. Comply with manufacturer's specified minimum resistance. TRANSFER SWITCHES 16415 - 4 F_ .. _ . f; HCA TECH REFRESH a. Check for electrical continuity of circuits and for short circuits. b. Inspect for physical damage, proper installation and connection, and integrity of barriers, covers, and safety features. C. Verify that manual transfer warnings are properly placed. d. Perform manual transfer operation. 5. After energizing circuits, demonstrate interlocking sequence and operational function for each switch at least three times. a. Simulate power failures of normal source to automatic transfer switches and of emergency source with normal source available. b. Simulate loss of phase -to -ground voltage for each phase of normal source. C. Verify time -delay settings. d. Verify pickup and dropout voltages by data readout or inspection of control settings. e. Perform contact -resistance test across main contacts and correct values exceeding 500 microhms and values for 1 pole deviating by more than 50 percent from other poles. f. Verify proper sequence and correct timing of automatic engine starting, transfer time delay, retransfer time delay on restoration of normal power, and engine cool - down and shutdown. C. Coordinate tests with tests of generator and run them concurrently. D. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation and contact resistances and time delays. Attach a label or tag to each tested component indicating satisfactory completion of tests. E. Remove and replace malfunctioning units and retest as specified above. 3.4 DEMONSTRATION A. Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain transfer switches and related equipment as specified below. Refer to Division 1 Section "Demonstration and Training." B. Coordinate this training with that for generator equipment. END OF SECTION 16415 TRANSFER SWITCHES 16415 - 5 HCA TECH REFRESH SECTION 16442 — PANELBOARDS 2 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes distribution panelboards and lighting and appliance branch -circuit panelboards. 1.2 SUBMITTALS A. Product Data: For each type of panelboard, overcurrent protective device, accessory, and component indicated. Include dimensions and manufacturers' technical data on features, performance, electrical characteristics, ratings, and finishes. B. Shop Drawings: For each panelboard and related equipment. 1. Dimensioned plans, elevations, sections, and details. Show tabulations of installed devices, equipment features, and ratings. Include the following: a. Enclosure types and details for types other than NEMA 250, Type 1. b. Bus configuration, current, and voltage ratings. C. Short-circuit current rating of panelboards and overcurrent protective devices. d. UL listing for series rating of installed devices. e. Features, characteristics, ratings, and factory settings of individual overcurrent protective devices and auxiliary components. 2. Wiring Diagrams: Power, signal, and control wiring. 3. Field quality -control test reports. 4. Operation and maintenance data. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NEMA PB 1. C. Comply with NFPA 70. PANELBOARDS 16442 - 1 HCA TECH REFRESH PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Panelboards, Overcurrent Protective Devices, Controllers, Contactors, and Accessories: a. Eaton Corporation, Cutler -Hammer Products. b. General Electric Co.; Electrical Distribution & Protection Div. C. Siemens Energy & Automation, Inc. d. Square D. 2.2 MANUFACTURED UNITS A. Enclosures: Surface -mounted cabinets. NEMA PB 1, Type 1. 1. Front: Secured to box with concealed trim clamps. For surface -mounted fronts, match box dimensions; for flush -mounted fronts, overlap box. 2. Hinged Front Cover: Entire front trim hinged to box and with standard door within hinged trim cover. B. Phase and Ground Buses: Hard -drawn copper, 98 percent conductivity. C. Conductor Connectors: Suitable for use with conductor material. 1. Ground Lugs and Bus Configured Terminators: Compression type. D. Panelboard Short -Circuit Rating: 1. UL label indicating series -connected rating with integral or remote upstream overcurrent protective devices. Include size and type of upstream device allowable, branch devices allowable, and UL series -connected short-circuit rating. 2. Fully rated to interrupt symmetrical short-circuit current available at terminals. 2.3 LIGHTING AND APPLIANCE BRANCH -CIRCUIT PANELBOARDS A. Branch Overcurrent Protective Devices: Bolt -on circuit breakers, replaceable without disturbing adjacent units. B. Doors: Concealed hinges; secured with flush latch with tumbler lock; keyed alike. PANELBOARDS 1 16442 - 2 HCA TECH REFRESH 2.4 OVERCURRENT PROTECTIVE DEVICES i A. Molded -Case Circuit Breaker: UL 489, with interrupting capacity to meet available fault currents. 1: Thermal -Magnetic Circuit Breakers: Inverse time -current element for low-level overloads, and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit -breaker frame sizes 250 A and larger. 2. GFCI Circuit Breakers: Single- and two -pole configurations with 30-mA trip sensitivity. 3. Molded -Case Circuit -Breaker Features and Accessories: Standard frame sizes, trip ratings, and number of poles. a. Lugs: Compression style, suitable for number, size, trip ratings, and conductor materials. b. Application Listing: Appropriate for application; Type SWD for switching fluorescent lighting loads; Type 14ACR for heating, air-conditioning, and refrigerating equipment. C. Shunt Trip: 120-V trip coil energized from separate circuit, set to trip at 75 percent of rated voltage. B. Fused Switch: NEMA KS 1, Type HD; clips to accommodate specified fuses; lockable handle. C. Fuses are specified in Division 16 Section "Fuses." PART 3 - EXECUTION 3.1 INSTALLATION A. Install panelboards and accessories according to NEMA PB 1.1. B. Comply with mounting and anchoring requirements specified in Division 16 Section "Seismic Controls for Electrical WorkElectrical Supports and Seismic Restraints." C. Mount top of trim 74 inches above finished floor, unless otherwise indicated. D. Mount plumb and rigid without distortion of box. Mount recessed panelboards with fronts uniformly flush with wall finish. E. Install overcurrent protective devices and controllers. 1. Set field -adjustable switches and circuit -breaker trip ranges. F. Install filler plates in unused spaces. G. Stub four 1-inch empty conduits from panelboard into accessible ceiling space or space designated to be ceiling space in the future. Stub four. 1-inch empty conduits into raised floor space or below slab not on grade. H. Identify field -installed conductors, interconnecting wiring, and components. PANELBOARDS 16442 - 3 P HCA TECH REFRESH I. Panelboard Nameplates: Label each panelboard with engraved metal or laminated -plastic nameplate mounted with corrosion -resistant screws. J. Ground equipment according to Division 16 Section "Grounding and Bonding." K. Connect wiring according to Division 16 Section "Conductors and Cables." 3.2 FIELD QUALITY CONTROL A. Prepare for acceptance tests as follows: 1. Test insulation resistance for each panelboard bus, component, connecting supply, feeder, and control circuit. 2. Test continuity of each circuit. END OF SECTION 16442 PANELBOARDS 16442 - 4 HCA TECH REFRESH SECTION 16461 - LOW -VOLTAGE TRANSFORMERS 2 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following types of dry -type transformers rated 600 V and less, with capacities up to 1000 kVA: 1. Distribution transformers. ' 2. Buck -boost transformers. d 1.2 SUBMITTALS E A. Product Data: For each product indicated. B. Shop Drawings: Indicate dimensions and weights. ! 1. Wiring Diagrams: Power, signal, and control wiring. C. Field quality -control test reports. D. Operation and maintenance data. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with IEEE C57.12.91, "Test Code for Dry -Type Distribution and Power Transformers." i PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. ACME Electric Corporation; Power Distribution Products Division. 2. Challenger Electrical Equipment Corp.; a division of Eaton Corp. 3. Controlled Power Company. LOW -VOLTAGE TRANSFORMERS 16461 - 1 HCA TECH REFRESH 4. Eaton Electrical Inc.; Cutler -Hammer Products. 5. Federal Pacific Transformer Company; Division of Electro-Mechanical Corp. I 6. General Electric Company. 7. Hammond Co.; Matra Electric, Inc. 8. Magnetek Power Electronics Group. 9. Micron Industries Corp. 10. Myers Power Products, Inc. 11. Siemens Energy & Automation, Inc. 12. Sola/Hevi-Duty. 13. Square D; Schneider Electric. 2.2 GENERAL TRANSFORMER REQUIREMENTS A. Description: Factory -assembled and -tested, air-cooled units for 60-Hz service. j B. Cores: Grain -oriented, non -aging silicon steel. ' C. Coils: Continuous windings without splices except for taps. • e 1. Internal Coil Connections: Brazed or pressure type. 2. Coil Material: Copper. j • 2.3 IDENTIFICATION DEVICES A. Nameplates: Engraved, laminated -plastic or metal nameplate. Nameplates are specified in - Division 16 Section "Electrical Identification." PART 3 - EXECUTION ' 3.1 INSTALLATION - A. Install wall -mounting transformers level and plumb with wall brackets fabricated by transformer manufacturer. 1. Brace wall -mounting transformers as specified in Division 16 Section "Electrical Supports and Seismic Restraints." 3.2 FIELD QUALITY CONTROL A. Perform tests and inspections. ' B. Tests and Inspections: 1. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance. Testing Specification. Certify compliance with test parameters. 2. Infrared Scanning: Two months after Substantial Completion, perform an infrared scan of transformer connections. LOW -VOLTAGE TRANSFORMERS 16461 - 2 i i_ f 00.1rMX4m.1:l1:i l a. Use an infrared -scanning device designed to measure temperature or detect significant deviations from normal values. Provide documentation of device calibration. b. Perform 2 follow-up infrared scans of transformers, one at 4 months and the other at 11 months after Substantial Completion. C. Prepare a certified report identifying transformer checked and describing results of scanning. Include notation of deficiencies detected, remedial action taken, and scanning observations after remedial action. 3.3 ADJUSTING A. Adjust transformer taps to provide optimum voltage conditions at secondary terminals. Optimum is defined as not exceeding nameplate voltage plus 10 percent and not being lower than nameplate voltage minus 3 percent at maximum load conditions. Submit recording and tap settings as test results. B. Connect buck -boost transformers to provide nameplate voltage of equipment being served, plus or minus 5 percent, at secondary terminals. C. Output Settings Report: Prepare a written report recording output voltages and tap settings. END OF SECTION 16461 LOW -VOLTAGE TRANSFORMERS 16461 - 3 HCA TECH REFRESH SECTION 16491 — FUSES 2 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: l . Cartridge fuses rated 600 V and less for use in switches panelboards controllers. 1.2 SUBMITTALS A. Product Data: For each fuse type indicated. B. Operation and maintenance data. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NEMA FU 1. C. Comply with NFPA 70. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Cooper Bussman, Inc. 2. Eagle Electric Mfg. Co., Inc.; Cooper Industries, Inc. 3. Ferraz Shawmut, Inc. 4. Tracor, Inc.; Littelfuse, Inc. Subsidiary. FUSES 16491 - 1 HCA TECH REFRESH 2.2 CARTRIDGE FUSES A. Characteristics: NEMA FU 1, nonrenewable cartridge fuse; class and current rating indicated; ' - voltage rating consistent with circuit voltage. PART 3 - EXECUTION 3.1 FUSE APPLICATIONS A. Feeders: Class L, time delay. B. Motor Branch Circuits: Class RK1, time delay. C. Other Branch Circuits: Class RK1, time delay. 3.2 INSTALLATION - A. Install fuses in fusible devices. Arrange fuses so rating information is readable without removing fuse. 3.3 IDENTIFICATION A. Install labels indicating fuse replacement information on inside door of each fused switch. END OF SECTION 16491 FUSES 16491 - 2 REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ****ADDITION TO A COMMERCIAL BUILDING**** DATE 4 Il (U.. •• PERMIT # O�) " 1 ADDRESS D I V) . Sw� & -�z PROJECT +nj 'C�F Q4 CONTRACTOR --tU-0-LA- The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire Public Works Utilities Licensing Conditions: (to be completed only if approval is conditional) 1c".1l3fb� REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ****ADDITION TO A COMMERCIAL BUILDING**** DATE 4111 IN. PERMIT # ADDRESS PROJECT CON The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a stateme t f r denial of C.O. or a conditional agreement to be attached to the C.O. I',r' Thank you for your cooperation. 0 X�f Engineerin Public Works Zoninq Utilities Licensin Conditions: (to be completed only if approval is conditional LMBC0401, CITY OF SANFORD Address Misc. Information Maintenance 4/12/01 14:01:43 Location ID . . . . . . . 105 Parcel Number . . . . . . 25.19.30.5AG-0117-0000 1714 Alternate location ID . . Location address . . . . . 1401 W SEMINOLE BLVD Primary related party CENTRAL FL REGIONAL HOSP INC Type information, press Enter. Sequence Code(F4)- App Free -form information Date 1.00 RCLB UT OPP SIDE OF STREET 62090 2.00 RCA1 UT EARLY APP 72690 3.00 CSVC UT SW DEV FEE $1,275.00. WA DEV FEE $487.50 102095 4.00 CSVC UT 10/18/95 REC# 2615 102095 5.00 CSVC UT SW DEV FEE $11,900.00, WA DEV FEE 102699 6.00 CSVC UT $4,550.00 ADDITION 10 EXISTING BUILDING 102699 7.00 CSVC UT PD 10/14/99 BP # -126 SEE REC # 4102 102699 8.00 _ 00 9.00 _ 10'..00 _ Special notes More... V3W &k F5=Notes display F6=Change display F9=Parcel Notes F12=Cancel F16=Related pty data REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ****ADDITION TO A COMMERCIAL BUILDING**** DATE 41 1 t I (0 .. PERMIT # CO - 1 ',-4-� ADDRESS l (4D ( V) . �z PROJECT&&�� ` )-'- l CONTRACTOR The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire Public Works �f Zoninq Utilities Licensing Conditions: (to be completed only if approval is conditional) REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ****ADDITION TO A COMMERCIAL BUILDING**** DATE Li I l D. •. PERMIT# ADDRESS 4 D vl� PROJECTS CONTRACTOR The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fi Public Works ,13. C)1 Zoning Utilities Licensing Conditions: (to be completed only if approval is conditional i%5%J1i '54a%0 �,` �� G•�( _, REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ****ADDITION TO A COMMERCIAL BUILDING**** DATE (4 Il D. •• PERMIT # ADDRESS t PROJECT 4n ("�F Q-4 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering 9 g Fire Public Works Zoninq Utilities Licensing Conditions: (to be completed only if approval is conditional) Certificate Of Occupancy Addendum Owner: Addition to CFRH Address: 1401 W Seminole Blvd Date: 4/18/01 Reason for Disapproval: none Conditional Agreement: • A stop sign and stop bar is required to be installed at the parking lot exit onto the drop off loop. • A stop sign and stop bar is required to be installed at west exit of the same parking lot. • Install handicap fine sign ($250 fine City Ord 3211) at H/C stalls in same parking lot. Above items are required to be complete by April 30 2001. JL.L - 6.1 W../L. F:\SHA—ENG\DeveIopment Review%Post ApprovaLCertificate of occupancy\2001\CFRH.co.wpd r— Application #: 0 to ' 18 L? q Job Address: I7Q % j j . IL -` V k CITY OF SANFORD PERMIT APPLICATION Submittal Date: / 3JQ / /07-7 Value of Work: S Parcel 1D: 1 pp Zoning: Historic District: Description of Work: Ch�,t�, a� n,,oT L.\ tie Square Footage: ........................................................................................................................ Permit Type: Building ❑ Electrical Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .................................... .................................................................................... Property Owner: Cf-r,�l�Z FL, ' —,Q . Contractor: 4214,C (IA r S t°_ C�[:�t L r LC Address: AID/ t,). SP_m,ht7le 91►)Ck _ u Address: 1117,Dq Ab llf— C-C-, _A-. SLA ir'. JU© Phone: E-mail: Phone :� —a�1D tate License Number: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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 regulating 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require 2ntsoFlorida ien Law, FS 713. 3"3a v7 Signature of Owner/Agent Date Signature of Contractor/Agent ate Print Owner/Agent's Name Pri Contractor/Agent' ame WIT 1, 0;tJ1 ­5 A d6l Signature of Notary -State of Florida Date Signature of Notary -State lorida Date Owner/Agent is_ Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 Personally Known to Me or UTIL: FD: 1 �c ON, Contractor/Agent is Persona w @o M or„ Produced ID ' e „L6 < s Z c-56U-� wd* P ENG- u�,ance U1I Y Ur' JAAFU" PERMIT APPLICATION Permit # : 061809 Date: 4/30/07 Job Address: 1401 West Seminole Blvd., Sanford, FL 32771 Description of Work: Central Florida Regional Hospital C T Suite Remodel Historic District: Zoning: Value of Work: $ $114,786.30 F1 Permit Type: Building Electrical Mechanical X Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential X Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial.: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial X Industrial Total Square Footage: Construction Type: # of Stories: _1 # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 25.19.30.5AC-0117-000 1714 (Attach Proof of Ownership &Legal Description) Owners Name & Address: Central Florida Regional Hospital, Inc. C/O Tax Dept. 30953 PO Box 1504 Nashville, TN 37202 Phone: Contractor Name & Address: Westbrook Service Corporation 1411 S. Orange Blossom Trail, Orlando FL 32805 State License Number: CMC1249312 Phone&Fax: 407-841-3310/407-425-1835 Contact Person: Louie Green Phone: 407-509-0750 Bonding Company: Address: Mortgage Lender: Address: Architect/Enginecr: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. /11� NOTICE: In addition to the requirements of this permit, there may be additional this county, and there may be additional permits required from other governmen Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: s applicable o pr perty that y be found in the public records of such as wat man ent distri ,state agencies, or federal agencies. rem ents of da Li w, 713. Q �,_Si attme5rCNl &Dd/Ag*t Date James D. Roberts, Exec. Vice President tint Contractor/Agent's(� ature of Notary -State o =o,,xY Poi^ Notary u lic State of�Flonda Cynthia C Pete0in AAv Commission DD484555 - 4 a Contractor/Agent is _ P on mown �e�Nid?o+ 211212009 r m Produced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) 1401 W Seminole Blvd Central FL Reg Hospital Roll 183 Permit NO: 05-2013 Plans Archived Mar 23 CITY OF SA,NFOkl) PERMIT APPLICATION Permit # :_� 3 Date: Job Address: I L/t9/ Al $tsi-v ..rD i td r7Lid, Description of Work: Pt` T C T, -? o4>rt. CtYC J 4,j4 rC Total Square Footage Historic District: Zoning: Value of W;�rk: S Permit Type: Building Electrical !' Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration-4-1 Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: Hof Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners NameS&Address: G ��� + % •iZ 1%L-r92-r i�r/ G�i c1 r./ Lt t'�` F' � r`it?i S 7(/v0tQ-7 04A 5An.'r­0!',D Ek_ - -3 Phone: e110-7 32i SSa� Contractor Name & Address: e Z 2- 4��C_ W iL t e_ t / & 2 e'/ par 'C e o'R- T id ? j :"' p State License Number: Phone & Far. 4!d7 �r2 3r7 Contact Person: x� F-r✓i?Ce ge Phone: '7'o y e�GV Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. t understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this_county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. i)m cceptance of it is verification that I will notify the owner f the roperty of the requiremen o lorid Li FS 713. w 0 ESi ature of Owner/Agent Date Signature of Contractor/Agent Date 65 Q N II w G , �P -i Jul L L'/1 i v ,I, a C} o UPria wner/Agent's Name Prm trac r/Agen ' ame Y' zu; uJ 0� S gnature of otary-State of Florida / Date Signature of DEBBIE BLANTON >r� MY COMMISSION # DD 188491 O •. saw !) ZP EXPIRES: February 25,2007 - Owner/Agent is sonally Known to Me or Contractor/Atri®oo-3-NolP690nall f � iPk9q `bSSOC• co. Produced ID _ Produced !7 O (� l• APPROVALS: ZONING: C N 1. 19'OlD UCIL: FD: ENG: BLDG.- Special Conditions: Rev 03/2006 THIS INSTRUMENT PREPARED BY: 14ARYW KW&-, LUW OF CIRWIT UW NAME �� �' ;r A : 1 'l��> COMMENCEMEN:1,W I�'E STY Rg 1875; 41pBlM ADDR.l�LN<,tiJ2t. v l� CLERK' E°i�kE.1 13�14iz• Permit No. T� Suite of Floridaph 1.1RUI1�3 FE�:a 14>L<(� • County of Seminole WIC By t holdrn The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in xhis Notice of Commencement. 1. Description of property: (legal description of the property and street address if available) /t (_., 2. General description of improvement: Z21,- E-_. Acsei2 V 3. Owner information 1WA NN I R, a. Name and address - ,. , c6 'o i ,'7-vi L UE OY C Ul CO T SEMI "' ,,FL b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 1 EPM Choi Vol of a A6i-�' 4. Contractor a. Name and address R1 b. Phone number _ Surety a. Name and address b. Phone number _ c. Amount of bond 6. Lender a. Name and address 7 Fax number Fax number b. Phone number Fax number Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number 8. In addition to himself or herself, Owner designates Fax number of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording un] s a different date is specified) Signature of Owner Sw m to (or affirmed) and subscribed before me this %' day of , 2006 by �- -��' %ri d���.ct i l•� Personally Known ✓OR Produced Identification Type of Identification Produced Si , a e of Notary Public, State of Florida ( i,. D vL c, Commission Expires: 0 C raj OF SANFORD, FLORIDA /� PACE JOB #184 PERMIT NO. '— DATE Aucrust 20, 1993 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME Hospital Corp. of America ADDRESS OF JOB_ 1401 W. Seminole Blvd., Sanford, FL 32772 MECHANICAL CONTR. PRECISION AIR CONDITIONING ENG. INC. 5643 Carder Road, Orlando, FL 32810 RESIDENTIAL---------.--.-.----.- COMMERCIAL—XX Subjecf to rules and regulafions of Sanford mechanical code. �_— NATURE OF WORK _ Ductwork, air distribution and controls — Number AMOUNT I FUEL --------- E MOTOR H.P. —------"—_— � B.T._U. N/A-- INPUT---_.._. __—OUTPUT-- ---`- VALUATION — 18, 581.OQ_— ----- _ APPLICATION FEE — �in nd NOTE: MINIMUM PERMIT FEE 11.50 TOTAL �L fif 1 wo, - "Z FL CERT. CAC017484 COMPETENCY CARD NO. CITY OF SANFORD FLRE-DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE:-7— 2 !pa - Z 3 PERMIT #: l u� BUSINESS ADDRESS: PHONE NUMBER:( ) PLANS REVIEW R TENT PERMIT ❑ BURN PERMIT ❑ REINSPECTION ❑ TANK PERMIT ❑ FIRE SYSTEM ❑ AMOUNT $ f L COMMENTS: i E 1 Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above i information is true and correct and that I will �I comply with all applicable m codes and ordina ces of the City Sa o 1 ida. anfor Fire Prevention A- pp ants Signature s C I T Y O F S A N F O R D 6/11/93 BUILDING PERMITS 1 APP TYPE: PARCEL #: LOCATION:-: . (OWNER: ;ADDRESS: ell-, PHONE: 300 N_ PARK AVENUE INSPECTIONS SANFORD, FL 32771----------------------- INTERIOR COMMERCIAL REMODELING - - 1714 1401 W SEMINOLE BL CENTRAL FLA REGIONAL H06ITAL 1401 W SEMINOLE BV SANFORD FL 32771 !CONTRACTOR:ARGUS CONSTRUCTORS 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 .. ADDRESS: COLLINS, DENNIS A' 18 WEST JERSEY ST H, ORLANDO FL 3280'6 PHONE: 407 841-0692 CERTIFICATION it: �r FEES CHARGED DATE. ------------------------ is PERM`tT ` 93-00001802 000 000 BLCA .. TYPE BUILDING PERMIT - NEW/ALTER ISSUED DATE,: 8/11/93 VOID DATE: 2/08/94 BUILDINGPERMIT - NEW/ALTER PMT FEE 511.00 8/11/93 H21, APP FEES: APPLICATION FEE -BUILDING 10.00 8/11/93 FIRE_,.INSPECTION-ALTER/RPR 24.62 8/11/93 TOTAL FEES: $545.62 FEES PAID -------------- 51.1.00 10:00 24.62------------ $545.62 n RECEIPT #: ,n n APPROVED BY~ /V�`� SIGNATURE:,\ FAILURE TO_COMPLY WITH MEC NIC-S LIEN LAW CAN RESULT I E PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING"'ISSUED. cK1_431qU e JUL -91993 STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION July 6, 1993 Mr. Kent Yaros Spillis Candela & Partners, Inc. 100 South Orange Avenue, Suite 600 Orlando, Florida 32801 Re: Central Florida Regional Hospital Blood Bank Expansion Log No. H-420-F / CON No. Non -reviewable. Dear Mr. Yaros: 904/487-0713 With the exception of the enclosed comments, the construction documents and, specifications received June 14, 1993 for the project referenced above are approved for a local building permit application. Your response to these comments in the form of an addendum, change order or revised contract documents as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of the ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be.found. 2. Because your submission constitutes a record public document, proper signing, sealing and dating by each design professional is required. 2721i MAHAN DRIVE • TALLAHASSEF_, FLORIDA 32308 Kent Yaros July 6, 1993 Page Two Re: Central Florida Regional Hospital Blood Bank Expansion Log No. H-420-F / CON No. Non -reviewable Please have the required signatories read and sign the enclosed Standard Provisos. Return one completed and signed copy of the provisos, along with the information requested on the enclosed Health Facility Data Form to this office within ten days. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, ichard C. Rosenvold Chief Office of Plans and Construction RCR/Bbb Enclosures Copy to: Seminole County Building Department Lawrence Kaufman Central Florida Regional Hospital Tilden, Lobnitz & Cooper, Inc. Central Florida Regional Hospital Blood Bank Expansion LOG NO. H-420-F / CON NO. Non -reviewable July 7, 1993 ARCHITECTURAL A-1 Correct the editions of the applicable codes. A-2 Correct the reference to the fire protection ratings on the structural members. List the components according to NFPA-220. A-3 Provide a door hardware schedule. Specify lever type hardware for all new doors or where hardware is to be altered. A-4 Specify the critical flux rating for all flooring materials. JRM/bb MECHANICAL AC-1 Provide a fire damper at the supply duct penetration.,of the one hour fire wall at storage. JES/bb FIRE PROTECTION Approved without comment. JES/bb ELECTRICAL E-1 Coordinate panel EC (existing) with circuit breakers or fusible switch ratings.indicated on the riser diagram. E-2 Verify the ampere ratings of ATS-CR, shown as 100A. E-3 Provide a blood refrigerate alarm to indicate locally and at a 24-hour monitored location. E-4 Coordinate exit sign locations with the revised life safety plan. E-5 Revise code edition as follows: F.A.C. 59A-3 (September 1992) SBC (1991) EWC/bb Page 1 of 1 r- L7( TILDE LOBNITZ & COOPER, INC. C O N S U L T I N G E N G I N E E R S December 03, 1993 Mr. Ray Hutnak HCA - Central Florida Regional Hospital 1401 West Seminole Boulevard Sanford, Florida 32771 Re: Blood Bank Renovations TLC # 192254.01 Dear Mr. Hutnak: We have reviewed the 11-23-93 fax letter from PACE regarding the changing of ducts from rectangular to round. We also observed these same ducts in the field. The round ducts are considered to be equivalent in size and performance as the rectangular ducts indicated in our design. We take no exception to this change. Please note that PACE did consult with this office prior to proceeding with installation of duct work. In. the interest of project schedule TLC provided verbal approval to proceed with change. If you have any questions, please do not hesitate to call. SinCeT*e" 1. 6�~ Principal, Me:cbdn cal Engineering HLB hlb - cc: HLS, C.file lI� i Harold L. Barnes Jr. Mechanical Engineer 1717 S. Orange Avenue o Orlando, FL 32806 o (407) 841-9050 Orlando 0 Ft. Myers 0 Tallahassee 0 Cleveland Peter J. Spillis, AIA Spillis Candela & Partners, Inc. Hilario F. Candela, FAIA ARCHITECTURE/ENGINEERING/PLANNING/INTERIORS Julio Grabiel, AIA Donald Dwore, AIA Aramis Alvarez, AIA December 13, 1993 Guillermo E. Carreras, AIA Howard Melton, AIA Larry H. Adams, AIA Walter J. Fleck, PE Mr. Ray Hutnak Dean K. Newberry, IBD Manager of Plant Operations Jesus Cruz, AIA Michael Kerwin, AIA 1401 W. Seminole Boulevard Deborah S. Klem Sanford, Florida 32771 Paul Reinarman, AIA Re: Modifications to Central Florida Regional Hospital, Sanford, Florida A/E Project No. M3206 AHCA Log No. H-420-F Dear Mr. Hutnak: The above referenced project was designed according to NFPA 101, Life Safety Code 1991 Edition. With regard to the fire resistance rating of corridor walls, Sections 12- 3.5.1 and 12-3.6.2 of NFPA 101 Life Safety Code, 1991 Edition, are referenced. To summarize, since buildings containing health care facilities are required to be protected by an approved, supervised, automatic sprinkler system, no fire resistance rating is required for corridor walls. To quote Life Safety Code, Appendix A, A-12- 3.6.2.1, "...it is the code's intent that there be no required fire resistance nor area limitations for vision panels in corridor walls and doors." Please contact us if we can be of further assistance. Sincerely, SPILLIS CANDELA & PARTNERS, INC. Per: O E Tom Hyde, AIA Project Manager ) I l An c: Harry Smith, TLC f: \m 3206. p rj \th-h ut n a.127 200 South Orange Avenue Suite 1240 Orlando, Florida 32801 TEL 407/422 4220 FAX 407/423 4692 Florida License AAC 000025 C I T Y O F S A N F 0 R D 8/24/93 BUILDING PERMITS 300 N_ PARK AVENUE SANFORD, FL 32771 APP TYPE: MECHANICAL PERMIT APPLICATION ... PARCEL _,# �. ' -� .� �. .._._... - _ 1714 LOCATION: 1401 W SEMINOLE EL OWNER: CENTRAL FLA REGIONAL HOSPITAL ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 1 PHONE: CONTRACTOR:PRECISION AIR CONDITIONING ADDRESS: ENGINEERING INC/STRICKLER, R 5643 CARDER RD ORLANDO FL 32810 PHONE: 407 290-0007 CERTIFICATION #: 1 INSPECTIONS ----------------- - - 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 FEES CHARGED DATE FEES PAID -------------- ---------- -------------- 'PERMIT #: 93-00001870 000 000 MCHC TYPE: MECHANICAL PERMIT -COMMERCIAL ISSUED DATE: 8/24/93 VOID DATE: 2/21/94 MECHANICAL PERMIT -COMMERCIAL PMT FEE 100.00 8/24/93 100.00 APP FEES: APPLICATION`FEE-MECHANIC TOTAL FEES: ,RECEIPT #: 10.00 -------------- $110.00 8/24/93 10.00 -------------- $110.00 APPROVED BY: J ( / / 1 UA4_1 --� SIGNATURE: FAILURE TO COMPLY WITH MECkANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING ;TWICE FOR BUILDING IMPROVEMENTS. .NOTE: ALL FEES MUST BE PAID PRIOR TO C_0. BEING ISSUED. }Jr , L _. L CITY OF SANFORD. FLORIDA PERMIT NO. DATE a(f ► (4 3 7Du, L.D," 4 3l w-L THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK:. ADDRESS OF JOB j 4-b 1 IO SEEM INS L,6 IWO ELEC. CONTR EN P. ECt FJL-k� . • Residential Non-residentiaL-)<— Subject to rules and regulations of the city and national electric codes. Number AMOUNT I Alteration Addition Re air (� Chan e of Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp and above i New Commercial Amp Service SU DO Sign TOTAL I _ w J�� //0 A uil ing Official J Master [ ectrician STATE COMPETENCY NO.41L, A EC, b000-7 2- 3 C I T Y O F S A N F 0 R D 8/13/93 BUILDING PERMITS 300 N_ PARK AVENUE SANFORD, FL 32771 APP TYPE: PARCEL #: LOCATION: ;OWNER: !ADDRESS: I PHONE: ELECTRIC PERMIT APPLICATION - - 1714 1401 W SEMINOLE BL CENTRAL FLA REGIONAL HOSPITAL 1401 W SEMINOLE BV SANFORD FL 32771 ,CONTRACTOR:ENNEN ELECTRIC 'ADDRESS: HOSTETTER, FRANK E/ELECTRICAL 291 ANCHOR RD CASSELBERRY FL 32707 PHONE: CERTIFICATION #: INSPECTIONS ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 FEES CHARGED DATE FEES PAID -------------- ---------- -------------- ;PERMIT #: 93-00001816 000 000 ELAA 'TYPE: ELECTRIC PERMIT-ALTER/ADD/FIX ISSUED DATE: 8/13/93 VOID DATE: 2/10/94 ELECTRIC PERMIT-ALTER/ADD/FIX PMT FEE 20.00 8/13/93 20.00 ;PERMIT #: 93-00001816 000 000 NCOM TYPE: ELECTRICAL PERMIT ;ISSUED DATE: 8/13/93 VOID DATE: 2/10/94 ELECTRICAL PERMIT PMT FEE 50.00 8/13/93 50.00 APP FEES: APPLICATION FEE -ELECTRIC 10.00 8/13/93 10.00 TOTAL FEES: $80.00 $80.00 RECEIPT #: A 'APPROVED BY. SIGNATURE: 'FAILURE TO COMPLY WITH ME HANIC'S LIEN LAW CAN RESULT. HE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS_ NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING -ISSUE C // / . # j`0 7 V CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS % �6) / /,/ �'�/✓� ��.••al� j3 G vq� _ PERMIT NUMBER q(3 Total Contract Price of Job 3 Total Sq. Ft. Describe Work 2 c Type of Construction 7 "I Flood Prone (YES" Number of Stories 13 Number of Dwellings Zonin Occupancy: Residential Commercial k LEGAL DESCRIPTION TAX I.D. NUMBER OWNER I ADDRESS CITY e Industrial lease attach printout from Seminole Count ,-,PHONE NUMBER +& 7-- 321 STATE ZIP�j TITLE HOLDER (IF OTHER THAN OWNER) N ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE ZIP ZIP 2 Y� ZIP ZIP CONTRACTOR iit �,�,�t ,y Fr PHONE NUMBER elyl-0(y9r4 ADDRESS /�� • �,Ly r� SJ.- ST. LICENSE NUMBER <'�t' &93g ff CITY O �. T STATE"( ZIP *************************************************************************************** Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. A * 00 H �4 Q) O U ' • C a° 0 r0 w -P a m o W . a w 3 p N C Z a o H H UI H (0 W r C O �4 o ro m o 4J �4 04 O N ?1 Z a N CCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF HE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. Z1---) I *********** * *************************** **** *** * ** * ******************** y ro Z 1< cn o 'CS ti r+ o +, Signature of Ow er/Agent & Date i Signature of Contractor & Date ° a - Brian P. Baumgardneri.��;Svl�Y`r ~ c ZI Type or Print Owner/Agent Name Type or Print Contractor's Name d x QJ NOTARY UBLIC; S AT LORlDA AT LARGE C (f o ro. MY c ; N 1794 Slgn"d U•Lf RI�(O"k+�TE�ate § RaY p n MY COMMiSSlON e PISllyf�R� 2/al#7�4 N, (Official Seal) BONDED ,1�. ,1(01}GEa-Ry@E�AS�OCIATES T O tr Ul ro � C Application Ap oved BY: Date: -/1 ! FEES: Building ' �D Radon Police Fire Open Space Road Impact Application PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) n r* m a. H d O n cn (D **** THIS APPLICATION USED'FOR WORK VALUED $2500.00 OR MORE LOT NO. D BLOCK: a `1 SECTION: SQUARE FEET: / -77 b MODEL: OCCUPANCY CLASS: n `40 W - B \jd r ZONE i mo-r DATE 1 '-- 31 - q 3. CONTRACTOR ADDRESS PHONE # I OrATION OWNER ADDRESS J(L PHONE # c PLUMBING CONTRACTOR - ," o ADDRESS SUBDIVISION: PERMIT # cos E,,eJ Oo werho�e- COST $ &3. 000 "off FEE $ 1- 169 STATE NO. FEE $ PHONE # /_ ELECTRICAL CONTRACTOR GL�&efll� iG FEE $ ws I ADDRESS PHONE L{C�`79(� r�J� (�C. Tenn �J-Z�O PHONE # MECHANICAL CONTRACTOR Lhccr) c—c FEE $ 6 10 �I ADDRESS PHONE A fv APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA PERMIT NUMBER G - 1,233 Cl DATE ISSUED TAX ID # ��_ n•-- vj - d ri, t Ci - one JOB ADDRESS 1 401 !! 'M ,uo&oE- 6LVb, 6'4 vF,00�A . T-ZA 3V7?2_ Total Contract Price of Job: Q?3- t 000 Zoning p�7-AL- Describe Work: � 0W�i DC � FLOOD PRONE (YES) (NO) Type of Construction: ?_ Total Sq. Ft. ,-1-71P Number of Stories: �_ Number of Dwellings: _J Use: i LEGAL DESCRIPTION (please attach printout from Seminole County) OWNER ADDRE CITY TITLE HOLDER _�Q (If other than owner) Title Holder Address City BONDING Bonding City COMPANY 42,4 Company Address (If other than owner) State Zip State ARCHITECT 0/L(---5it+A-/V` M Address 3 to City S 4Uf/(L State MORTGAGE Address City LENDER AA ate N Zip Zip 2 7-2-03 Zip CONTRACTOR . (LopG-C(s COIJS'- License # GGG'- 011 Tq'(, a A ;.o Application is hereby made to obtain a permit to do the work and i a --1 installations as indicated. I certify that no work or CO �CA _-, m installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws 'ro � --regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK PLUMBING "; S. C) > SIGNS, POOLS, MECHANICAL, ETC. �• JU CD C) c7 O >r _� OWNER'S AFFIDAVIT: I certify that all the foregoing information �y `D is accurate and that all work will be done in compliance with allCD applicable laws regulating construction and zoning. A CERTIFIED �• COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS CD N BEEN ISSUED. y cy c Q CD co WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO _jco coYOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH D YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF n v COMMENCEMENT. �� _ a _CD Signature ,,,_ Signature Owner oV A nt Contractor Date: 7���jZ- Date: �_ �. co Notary > > Notary oTz°?- o�Xa,a y Co mis on xpire MY commiSSION EXPIRES J NOTARY PUBLIC; STATE OF FLORIDA AT LARGE BONDED T,i,U HUCKLMhL EBERRY 9. ASSOCIATES MY COSSION EXPIRES JANUARY 29, 1994 = ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQU EMENTS OF FLORIDA LIEN LAW, FS713. Application Approved By: , Accepted By: FEES: Building 1_q.4 (radon. %�- Police Impact: Fire Impact Open Space: �i Application: ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) C I T Y O F S A N F 0 R D 7/31/92 BUILDING PERMITS 300 N_ PARK AVENUE SANFORD, FL 32771 .NEW OTHER NON -HOUSEKEEPING PERMIT #: 92-00061339 000 000 BLDG .TYPE: BUILDING PERMITS PARCEL- . LOCATION: 1401 W''SEMINOLE BL '•OWNER: CENTRE$-"-FLA REGIONAL HOSPITAL ADDRESS: 1401 W•."SEMINOLE BV SANFORD FL 32771 i !PHONE: !CONTRACTOR:CENTEAiR.ODGERS CONSTRUCTION CO ;ADDRESS: 616 MARRIOTT DR NASHVILLE TN 37214 ;PHONE: 615 889-4400 !CERTIFICATION it: FEES CHARGED DATE FEES PAID ' 1159.807/31/92 1159-80 10.00 7/31/92 10.00 842.00 7/31/92 r'. 842.00 --------___------------- $2,t01,1.. 80 $2, 011.80 -FEE TYPES 'BUILDING"PERMITS PERMIT FEE APPLICATION FEE-WL LDING ,ROAD IMPACT FEES-,." TOTAL FEES:` INSPECTIONS ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 ISSUED DATE: VOID DATE: 7/31/92 1/28/93 'K+ agar 'k9dy�}.a:JtMYas s• ..ems. ., a .... _.,. ... .RECEIPT #: APPROVED BY: ! �ii _ SIGNATURE: Lt FAILURE TO COMPLY WITH MECHANIC'S-LT'EN LAW CA141RESULI IN T PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. ti � ... _ _ . . �: ;; I ,� ,. .. .. .. ':�<' 'i i- . :h. i+ ^ NAME - POWER HOUSE ADDITION DATE - 081892 LOCATION - 1401 W. SEMINOLE BLVD. SANFORD, FLORIDA . BUILDING - HCA CENTRAL FLORIDA REGIONAL HOSPITAL SYSTEM NO. - l CONTRACTOR - IVEY MECHANICAL CONTRACT NO. - 92095-DD CALCULATED BY - JEFF DRAWING NO. - 1 CONSTRUCTION: ( ) COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT OCCUPANCY - MECHANICAL ROOMS ' ============================================================================= S ( )NFPA )LT. HAZ. ORD.HAZ.GP. ( )1 ( )2 ( )3 ( )EX.HAZ. Y ( )NFPA 231 ( )NFPA 231C FIGURE CURVE S ( )OTHER T (X)SPECIFIC RULING .15/1500 MADE BY F.M. DATE E ========================================================================= M AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE � DENSITY-GPM/Ft-2 .15 (X) WET ( ) DRY D AREA PER SPRINKLER 120 ( ) DELUGE ( ) PREACTION E HOSE ALLOWANCE GPM -INSIDE 100 SPRINKLER OR NOZZLE � HOSE ALLOWANCE GPM -OUTSIDE 150 MAKE CENTRAL MODEL A | | I RACK SPRINKLERALLOWANCE 0 SIZE 1/2 K-FACTOR 5.6 / G ELEVATION AT HIGHEST OUTLET 11.9� . TEMPERATURE RATING 286 N NOTE ''- ~ .==.=======�=�===========��=====�===� ' CALCULATION GPM REQUIRED 420.18 :` .PqI REQUIRED 65.13 AT BASE OF RISER SUMMARY C FACTOR USED: � - ' UNDERGROUND 140 ==��� =================� ( __-____________- ____ == W WATER FLOW TEST: PUMP DATA: TANK OR RESERVOIR: A DATE OF TEST 2-12-92,RATIPYAN1066 � �T, TIME OFTEST �'�.� `�. ��� @�PqT�����.81�. ��E__ � ' , ' . ' ^�- � E STATIC (PSI) 67 ELEV. '`'~ 0 ' }R RESIDUAL (PSI) 43 WELL .� ^ ' , FLOW (GPM) ' 870� � ' ' _ �` S ELEVATION 0740 ` U ' ^ [ p LOCATION. i p /L SOURCE OF INFORMATION PER*PLANS& SPECS ! ' ' .Y . '^ | - COMMODITY CLASS. LOCATION � C STORAGE HT. � '��� �� AREA AISLEW. 10 STORAGE METHOD: SOLID PILED ���� + �% ' PALLETIZED � � % RACK % | ' . M ;M ( ) SINGLE ROW ( ) CONVEN, PALLET ( ) AUTO. STORAGE ( ) ENCAP. | R ( ) DOUBLE ROW ( ) SLAVE PALLET .( > SOLID SHELF ( ) NON 'S A ( ) MULT R / T C . OW � �` �� � ( ) OPEN SHFLF | O K FLUE SPACING . CLEARANCE:STORAGE TO CEILING |R LONGITUDINAL ' , .,' ,� TRANSVERSE G HORIZONTALBARRIERS PROVIDED: � � J E / ================================================================== |UNITS - DIAMETER (INCH) LENGTH (FOOT), FLOW(GPM) PRESSURE (PSI) WAYNE AUTOMATIC FIRE SPRINKLER jOB- HCA HOSPITAL SANFORD' jOB NO- POWERHOUSE DATE 00SSE. PAGE1. FITTING NAME TABLE ABBREV. 1 A B BUTTE9FLY VALVE' C VIC. COUPLING ROLL GRV D DRY PIPE VALVL__ E 90' STANDARD ELBOW G GATE VALVE: K DETECTOR CHECK VALVF� "..*.­�'* L M ! MEDIUM TURN EELE304W Q FLOW CONTROL S SWING CHECK VALVE T. TEE or CROSS - FLOW 90' U DELUGE VALVE W WAFER CHICK VALVE .� . WAYNE AUTOMATIC FIRE SPRIN ' �` _ JOB- HCA HOSPITAL SANFORD JOB NO- POWERHOUSE��`'� ' DATE F»81892 PAGE 2 | HYD^ | Da DIA^ FITTING PIPE Pt Pt i REF "C" or FTNG'S Pe Pv******* NOTES ****** ! POINT Qt Pf/F Eqv. Ln. TOTAL Pf .Pn 20.97 1.049 0.00 10.00 14.03 14.03 K = 5.6 1 C=120 0.00 0.00 0.00 0.00 ! / __________________________________-_____________________________________________ 20.97 0.1420 0.00 10.00 1.42 0,00 Val = 7.78 22.01 1.049 1T 5.00 4.75 15.45 15.45 K = 5.6 . 2 C=120 0.00 5.00 0.00 0.00 ----------------- 42.98 ..... 0.1353 .... .... ..... .... ..... ... ______�________________________________________ 0.00 9.75 5.22 0,00 Val = 15,96 3 42.98 20.67 K = 9.453 ----------------------------- 21.20 1.049 ----------------- 0.00 10.00 --------------- 14.33 ------------------ 14.33 K = 5.6 13 C=120 0.00 0.00 0.00 » 00 .. , ________________________________________________________________________________ 21.20 0.1450 0.00 10.00 1.45 0.00 Val = 7.87 � 14 22.24 1.049 C=120 1T 5.00 0.00 4.75 5.00 15.78 0.00 15.78 K = 5.6 / ' ________________________________________________________________________________ 43.44 0.5466 0.00 9,75 5.33 0.00 0.00`Vel � 15 , 43_44 . 21 11 . s �K` .y�^' `�`=� � 9 455 . � � ______________________ 20.51 1.049 IT _ _ _____ 5.00 _ ___-�__ 1.00 _ � 13.41 ` � _ 13k-'r5.6 _____________ / 5 � C=120 0.00 5 00 . 000 . 0 0� . " - [_--------------------------_-------------.__---_-_�� 20.51 -- 0.1366 0.00 6,00' 0.82 �0,00`�Vel ^`� `' �` _____________ | 7 20 51 142 3 K 5 437 --------------------------------------- ' 7 C=120 0.00 0.00 0.00 0.bV ` .___________40.17 0.4737 0___3.79___0.00 V l= 14.91 � 23.Vq 1.380 ______0.00 IT ___8. 6.00 3.25 18^02 ___ 18.005` _____________ 8 C=120 0.00 6.00 0.00 0.00/'�-` ------------ 63.26 _---------------------------------------------- 0.2875 0.00 9.25 2.66 0.00 Vel = ' 13.57 ` .UNITS _ | ' DIAMETER (INCH) LENGTH (FOOT) FLOW _____________________ (SAY PRESSURE PRESSURE (PSI) ` : 4. ^ WAYNE AUTOMATIC FIRE SPRINKLER . JOB_ HCA HOSPITAL SANFORD JOB NO'POWERHOUSE` DATE 1892 PAGE 3 =============================================================================== HYD. Da DIA. FITTING PIPE Pt Pt REF "C° or FTNG'S Pe Pv ******* NOTES ****** POINT =============================================================================== Qt Pf/F Eqv. Ln. TOTAL Pf Pn 9 63.26 20.68 K = 13.910 ------------------------- 18.00 _______________________________________________________ 1.049 0.00 9.00 10.33 10.33 K = 5.6 10 C=120 0.00 0.00 0.00 0.00 18.00 0.1077 0.00 9.00 > 0.97 ' 8.00 Vel = 6.68 ------------------------------------ 18.82 ----------------------- 1.049 2E 4.00 15.00 11.30 _________________ 11.30 K = 5.6 11 C=120 1T 5.V0 9.00 0.00 0.00 36.82 0.4025 0.00 E4.00 9.66 0.00 ;el ---------------------------------------------------------------------------------- 12 36.82 20.96 K =. 8.043 __ ______ ___________ 23.19 _ _____________________________________________________ 1.049 IT 5.00 3.75 17.14 17.14 � K = 5,6 18 ` C=120 0.00 5.00 0.00 0.00 ` ' _____-_________________-________________________________ 23119 0.1714 0.00 8.75 1.50 0.00 Vel = 061 _------- . � 40.70 1A80 IT 6.00 3.50 18.64 18.64 ------------ C=120 ' _ 0.00 6.00. 0.00 0.{«} . _______________________________________________________________________________. . ~ 63.89 ` - 0"2936 0.00 9.50 2.79 0.00 Vel = 13.70 / . 20' ' 63.89 21.43 K = 13.802 i---_��--_-------�--------------------------- 21.67 1.049 0.00 9.00 7----------------------------------- 14.97 14.97 K = 5.6 21 C=120 0.00 0.00 0.00 0.00 21,67 0.1511 0.00 9.00 1.36 0.00 Vel = � 8.04 . __________----- __--------------------------------------------------------------- 22.62 1.049 0.00 8.00 16.33 16.33 K = 5.6 � � 22` C=120 0.00 0.00 0.00 0.00 � `44.29 0.5662 0.00 8.00 4.53 0.00 Vel = 16.44 ' ________________________________________________________________� 25.58 1.380 IT 6.00 15.00 20.86 20.86 K = 5.6 23 C=120 0.00 6.00 0.00 0.00 _____________________________-__________________________________________________ 69.87 0.3461 0.00 21.00 7.27 0.00 Vel = 14.99 | / UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WAYNE AUTOMATIC FIRE SPRINKLER ` JOB- HCA HOSPITAL SANFORD - JOB NO- POWERHOUSE DATE 081892 PAGE 4 =============================================================================== HYD. Da DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ****** POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn 0.00 1.610 0.00 6.67 28.13 28.13 24 C=120 0.00 0.00 0.00 0.00 ------------------------- 69.87 0.1634 _____________________________________________________-_ 0.00 6.67 1.09 0.00 Vel = 11.01 ` 25 69.87 - 29.22 K = 12.926 ________________________________________________________________________________ 42.§8 2'635 0.00 1.25 20.67 20.67 3 C=120 0.00 0.00 0.00 0.00 ________________________________________________________________________________ 42'98 0'0080 ` 0'00 1.25 0.01 0.00 Vel 63.27 2.635 0.00 8.50 20.68 20.68 9 C=120 0.00 0.00 0.00 0.00 ~ ________________________________________________________________________________ 106.25 0.0329 0.00 8.50 0.28 0.00 Vel = 6.25 36.82 2.635 0.00 2.75 20.96 20.96 12 C=120 0.00 0.00 0.00 0.00 ----------------------- 143.07 0.0545 ------------- 0.00 2.75 ' 0.15 0.00 Vel = 8.42 43,44 2.635 _ 0.0V,�`0^50: ___________________________________________ ` 21111 21.11 15 C=120 0.00 r`A.00 0.00 0.00 ________________________________________________________________________________ 186.51 0.0914 0.00z ' 1.50 0.32 ' 0.00 Vel = 10.97 ' 63.89 2.635 1L ' - '�`'«»'/� ^ 21.43 � 21`43 ' 20 C=120 IT 12.00 16.00 0.00 0.00 _________________________ 250,40 0. 1573 . __ . 0.00` ` 0V00\/el ' = 14.73 69.87 2.469 1G 7______ 1.00 �_�_____�______-_______________________ ' 65.00 29.22 29.22 25 C=120 1E 0.00 ---------------------------- 320.27 013405 IT,- -�____�-�_____�......... 0.......................... Vol = 21.46 0.00 8.071 2E 36. ' ' ` 57.83 5 26 _ - � C=120, 2El' ^,~,0() K , 5.15 + ,- ____________________ 320.27 0.0010 _____________�_____�______ IS 45.00 149,00 0.16 () ,00 Vel = 2.01 ^ 100.00 __________________________________ ma = 100.00 PUMP 420.27 ' .`� � 63.14 K = 52.889 _-____________________-__--------------------------------------- |'` � ` � . w ca F- ca yj EE 0--A c3 k i E3 1L-*.�: r-� ID r--) :rc -'r- :I:: 6--:o� DENSITY X AREA 0.150 X 1500-00 = 225'00 OVERAGE = 95.18 GPM = 95.18 RACKS = 0.00 INSIDE HOSES = 100.00 | OUTSIDE HOSES = 150.00 FLOW REQ'D FOR SYSTEM = 320.18 FLOW AT BASE OF RISER = 420.18 MIN FLOW AT BASE OF RISER = 0.00 TOTAL FLOW = 570.18 � SfATIC PRESSURE = 67.00 RESIDUAL PRESSURE = 43.00 RESIDUAL FLOW = 870.00 FLOW FROM CITY SUPPLY AT 20PSI = 1251 GPM PUMP RATING 81.00PSI AT 1000'00 GPM PRESSURE FROM CURVE @ TOTAL'FLOW ` ` = 150.59 ELEVATION = 0.00 FOOT NO. DIA "C" LENGTH FACTOR + FLOW PF FLOW 1 10.520 140 408.00 Q IH H 0.00 0.26 570.18 ADDITIONAL VALVE LOSS, ETC. = 4.00 SAFETY MARGIN 83.19 PRESSURE AVAILABLE FOR SYSTEM 63.14 � VELOCITY 2.10 GRAPH SHEET FOR HYDRAULIC CALCULATIONS Name: �•,�.;ra ' NovS� i�DD�Tior►1 Location: 'Tzsr 47p, a,g Cont. No. g2o9S=,iOj� Static Prey: Residual.Pres.: 43 G. P. M. Flow: 9?0 Drawn -By! _ �TeFF 0 `100 200 300 400 500 600 700 800 900 1000 s-aie 200 400 600 800 1000 1200 1400 1600 .' 1800 2000 -. =400 800 1200 1600 2000 2400 2800 3200 3600 4000 Scale. C F I OW ... (, PM i Vurien`nvuucnu ,� o. „• ..,,!`'//P 6 ��u'�%J •�.L�j �-":=p -/ ` i i i STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES OFFICE OF REGULATION AND HEALTH FACILITIES 904/487-0713 May 15, 1992 �d: ��•�M�� _ e-ue- �iy� IAv�� �I►tl� vast — Mr David Kincaid Construction Manager lr Sr•� - CS # r Hospital Corporation of America 8:I1 ALL. C-Ar One Park Plaza, Post Office Box 5501��•,, Nashville, Tennessee. 37202-0550 Re: Central Florida Regional Hospital ER Addition and Renovations Log No. H 42.0-C / CON No. Non-reviewahle Dear Mr. Kincaid: ►+.L•.�1..' ' i� wr.: . (tIt p�siacr� no A,-* N't'N M,,,l Milky S I) •a2 Intl 241)"at 0. To itotrre Approval is hereby given for the commencement of foundation and necessary site work Q* for the above -referenced project. This approval covers only the foundation work for this project as shown on the construction documents for the foundation which were submitted to and are maintained in this office. No work may. be done on any other portion of the building until final document approval has been received from this office. You are advised that this approval is not intended to usurp the authorityof your local building official 3n any way. A building permit is still required. You are also advised that approval of this work does not alter, or amend in any way the requirements for a valid certificate of need (or exemption therefrom) for this project. In addition, this approval does not alter or amend requirements for. conformance with the particular stipulations of your certificate of need. Subsequent reviews by this office may, by necessity, cause changes to be made within the building, and these changes may affect the foundation work. The risk of starting foundation work at this time must therefore be assumed by the owner. You will be notified when we have completed our review of the final construction documents. Si, 4*4chCo s vold-k? Director Office of plans and Constriction - :. Copy to: Wayne McDaniel Community Health Services and Facilities Sanford Building Department SCOW, N4Y E1 1992 CENTEX,RovGeas Cath aAm. Lsmtb�erthr� part Cures"i�`Xf HOA�n SFtl6g'Ir'TALLAHASS6E. FWFAIDA 32308 NTEX ROWERS ' 7- 7-92 : 9:13AM : MAIL ROOM-4 9-14073231We 4tlfsiii 1 ♦ -Aryi77S' STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABIUTAME SERV CES OFFICE OF REGULATION AND HEALTH FACILITIES 904/487-0713 June 11, 1992 Mr. David Kincaid;t Construction Manager + 7+"Pfir,` Hospital Corporation of America�... t;#. One Park Plaza Post Office Box 550 v� ty Nashville, Tennessee 37202-0550 Re: Central Florida Regional Hospital , Open Heart Surgery and S.LCAJ Addition Log No. H-420-D / CON No. 5696 Dear Mr. Kincaid: Approval is hereby given for the commencement of foundation and necessary site work only for the above -referenced project. This approval covers only the foundation work for this project as shown on the construction documents for the foundation which were submitted to and are maintained in this office. No work may be done on any other portion of the building until final document approval has been received from this office. You are advised that this approval is not intended to usurp the authority of your local building official in any way. A building permit is still required. You are also advised that approval of this work does not alter or amend in any way the requirements for a valid certificate of need (or exemption therefrom) for. this project. In addition, this approval does not alter or amend requirements for conformance with the particular. stipulations of your certificate of need. Subsequent reviews by this office may, by necessity, cause changes to be made within the building, and these changes may affect the foundation work. The risk of starting foundation work at this time must. therefore be assumed by the owner. You will be notified when we have completed ouz review of the final construction documents. Sincerely, ch C.Avo Director Office of Plans and Construction RCR/Bbs Copy to: Sanford Building Department Wayne McDaniel, Community Health Services and Facilities Gresham, Smith and Partners - 2 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 3230E LAWTON CHILES; GOVBRIGOR 0 �n M±vrdvci�v 1-—ac , p. Ichm , MAIL KVVMy !!—'14U'!�'Ltl14tltl�ii 1 CENTEX ROOGERS qC, C ON S T R U C T I ON COMPANY FAX COVER LETTER ■/�� `rye■ - Yy, FROM: CEN'I'E/1 ®D r: ...... GERS CONSTRUCTION COMPANY 2620 ELM HILL PIKE NA311VILLE► TENNESSEE 37214 PHONE: 615/889-4400 FAX: 613/872 —1106 �• NAME: n I PLEASE DELIVER THE FOLLOWING PAGE(S) TO: NAME: COMPANY: DATE: NUMBER OP PACES (INCLUDING THIS COVER LET17HR): FAX NUMBER: COMMENTS: IF THERE ARE ANY PROBLEMS WITIi TIIE 'TRANSMISSION OR THIS FAX, PLEASE CALL AND ASK FOR 2620 Elm HI11 Pike • Suite 400 • Nashville, Tennessee 37214 • P. 0. Box 292369 (37229) 6 615/889.4400 STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES OFFICE OF REGULATION AND HEALTH FACILITIES 904J487-0713 July 16, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: With the exception of the enclosed comments, the construction documents with life safety plans and specifications received May 18, 1992 for the project referenced above are approved for a local building permit application. Your -response to- these comments in the form of an addendum, change order or- revised contract documents as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents,, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of the ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your submission constitutes a record public document, proper signing, sealing and dating by each design professional is required. 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 LAVA'TON CHIL.E4, C,OVF1?V( M 4 Ms. Cathy Lamberth Gresham, Smith and Partners July 16, 1992 Page Two Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Log No. H-420-D / CON No. 5696 Please have the required signatories read and sign the enclosed Standard Provisos. Return one completed and signed copy of the provisos, along with the information requested on the enclosed Health Facility Data Form to this office within ten days. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sin erely, Rich . Rosen&4?' Director Office of Plans and Construction RCR/Bsl Enclosures Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART "A" - POWERHOUSE LOG NO. H-420-D / CON NO. 5696 JULY 16, 1992 ARCHITECTURAL A-1 Provide an exit door from Emergency Generator Room 1- 0603 to the exterior next to Column Line B on the west side and provide a concrete stop. A-2 Provide fire extinguisher for the powerhouse in accordance with NFPA-10. Submit plan with their location. GEH/s.l MECHANICAL P-1 Provide the medical air intake a minimum of 20 feet above the ground, turned down and screened. P-2 Indicate the location of the backflow preventers at all domestic water connections to equipment on the plumbing drawings. JES/sl FIRE PROTECTION Approved without comment. JES/sl ELECTRICAL Specifications: E-1 Provide specifications for the nurse call system. E-2 Sheet E7.1: Audible and visual signal devices shall be provided at the generator remote annunciator to indicate a ground fault in solidly grounded wye emergency systems of more than 150 volts to ground and circuit protective devices rated 1000 amperes or more. The sensor for the ground fault signal devices shall be located at, or ahead of, the main system disconnecting means for the emergency source, and the maximum setting Page 1 of 2 CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART "A" - POWERHOUSE LOG NO. H-420-D / CON NO. 5696 JULY 16, 1992 of the signal devices shall be for a ground fault current of 1200 amperes. Instructions on the course of action to be taken in the event of indicated ground fault shall be located at or near the sensor location. Examples: GFP, A/V signal. Sheet E2.1: E-3 Task illumination at the generator set location shall include general lighting and battery powered lighting connected to the life safety branch. E-4 Indicate exterior egress lighting on the life safety branch located on the north side of the power house. E-5 Sheet E6.1: Provide the notes referenced on the other drawings. E-6 Sheets E6.1 and E.1: All essential -system panels, transfer switches, etc, shall be labeled as per branch. Example: Panel NEAL-Life Safety Branch. This applies in the field as well as on the drawings. E-7 Sheet E2.2: Provide manual fire alarm pull stations in the natural path of escape near each required exit from an area, at required exits and at all doors opening to the exterior. E-8 Sheet E2.1: Identify lighting circuits in the fire pump room by panel designation and circuit number. EWC/sl Page 2 of 2 N •r•i 0 ri r-i In 4-1 .� p 0 .1-4 4-J N .n FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 500-A-91 SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Non -Residential Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential Buildings over 3 stories . ALL CLIMATE ZONES PROJECT NAME:Central Florida Regional Hospi I ZONE: ADDRESS: 1401 West Seminole Boulevard BUILDING CLASSIFICATIONS : Institutional -Chou I CITY ZIP CODE: Sanford, 32771 BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: Sanford OWNER: Hos ital Cbrporation of America HCA JURISDICTION NO.: 691500 BUILDING INFORMATION WALLS ROOFICEILING FLOORS DOORS GLASS TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA Concrete (CBS) Wood frame Metal frame Insulation R-value Under attic Single Assembly Other: Insulation R-value Slab -on -grade Raised Wood Raised concrete Insulation R-value Wood Metal Insulated Other Single, wall Double, wall Single, roof Double, roof 19� O 12� 8 SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM* HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE Unitary & Heat Pump Central & Heat Pump **]Existing Boilers Electric <65.000Btu/h SEER <65.000 Btu Ih HSPF Resistance ❑ ❑ 165,000 Bfu/h EER IPLV �: 65,000 Btulh COP Dedicated Heat Pump Water cooled COP Gas Water Cooled EER IPLV Evaporatively cooled COP Natural ❑ Evaporatively Cooled EER Electric resistance COP LPG ❑ PTAC EER Gas/Oil (circle one) Oil ❑ Chillers COP IPLV < 225,0001300,000 Blu/h AFUE HRU EX-1St1nQ ❑ *FC1StlI1� Chillers 225,000/300,000 Blu/h E t Other: Other: LIGHTING 1580 Lighting Budget (from Table 5-13): 1.08 Total Lighting Wattage 1 700 - Total Conditioned Floor Area = Watts/sq. ft: PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 502.4 Maximum of .37 cfm per linear toot of operable sash crack. N/A Doors 502.4 Maximum of 1.25 cfm per square foot of door area. X Joints/Cracks 502.4 To be caulked, gasketed, weatherstripped or otherwise sealed. X Reheat 503.3 Supply air restricted to set cold/hot deck temperature to meet load of worst case zone. Resistance reheat prohibited. N/A Ventilation 503.4 Supplied with readily accessible switch for shut -oft and/or volume reduction when ventilation is not required. X HVAC Efficiency 503.4 Minimum efficiencies -Heating: Tables 5-4, 5-5 & 5-6. Cooling: Tables 5-7A, 5-7B, 5-8 & 5-9. X Transport Energy 503.5 Minimum of 8.0. X Balancing 503.6 Provide means for balancing HVAC air system & water distribution system. HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each system. X HVAC Ducts 503.8 Air ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, 503.9 insulated and installed in accordance with the criteria of sections 503.8, 503.9 and 503.10. X 503.10 Piping Insulation 503.11 In accordance with Table 5-10. X Water Heaters 504.2 Automatic electric storage water heaters 5120 gallons and gas & oil -tired storage water heaters 5 75,000 Btu/h shall meet performance minimums in Table 5-11. Larger sized water heaters shall NSA meet minimums in Table 1 t-1 of Standard RS-9 after 1/1/92. Swimming Pools 504.2 Spas & heated pools must have covers. Non-commercial pools must have pump timer. NSA & Spas Gas spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipe 504.4 Piping heat loss is limited to 17.5 Btu/h linear foot of pipe for recirculating systems (see Table 5.12). Insulation X Water Fixtures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig; toilets maximum 3.5 gallon flush. Public lavatory fixture maximum flow of .5 gpm or .5 gallon if has self -closing valve. X Lighting 505.1 Lighting power budgets are listed in Table 5.13. Minimum Ballast Efficacy Factors are listed in Table 5-14. X Uo wall Allowable 017 U0 wall Actual If complying under the provisions of S. 502.1, enter the combined Uo values for the entire envelope Uo roof/ceiling Allowable Uo roof/ceiling Actual in this section. Uo floor AllowableRAU Uo floor Actual N jL Uo envelope Allowable Uo envelope Actual OTTV wall Allowable OTTV wall Actual OTTV roof/ceiling Allowable OTTV roof/ceiling Actual Compliance with Section 5 was demonstrated by a Prescriptive Measures methodology: 508.0 (a) Detached 'car'ercia(, buildings ❑ 508.0 (b) Skyboxes or sports stadium buildings l.: less than 100 sgi:.are.,te!t'. " _. that are used only seasonally. I hereby conify that the plans a sp- icau its c. �.;ero thre alcula n a in complianco) with the Florida Energy Cod .-f_(✓ .� t y��/jai Roviow of plans and spec cations covered by this calculation indicates compliance with the Florida Energy Code. Bol onstrudion is co plelo this building will be in octod for, > it 553.908 F. PREPARED BY: DATE: compliance in accordant coon . I hereby cosily That Ihi ins m comp . ce �vi!h t 'Florida Energy Code. BUILDING OFFICIAL: OWNER/AGENT���. ATE: Z DATE:. I PERMIT NO CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-A-91 Florida Energy Efficiency Code for Building Construction HEATING DESIGN Uo — WALLS Wall Surface Winter Totals Type Area; ft2 U-Value Type 1 2030 x 0.045 = 91.4 Type 2 x = Type 3 x = Type 4 x = Type 5 x = Total Awall 1. 2030 Total 2. 91•4 Door Surface Winter Type Area, ft2 U-Value Type 1 x = Type 2 x = Type 3 x = Total Adoor 3. N/A Total 4. N/A Glazing Surface Winter Type Area, ft2 U-Value Type 1 x = Type 2 x = Type 3 x = iota! Pglazing- 5;_ >•I/A Total 6. N/A Total 2030 Total 91'4 Aow 7." ft2 Heating 8. line 1+3+5 line 2+4+6 Uow = 91.4 _ 2030 = 9. 0.045 line 8 line 7 Uow Actual From Table 5-2: 0•37 Uow Allowed COOLING DESIGN OTTV — WALLS Wall Surface Summer TDeq Totals Type Area, ft2 U-Value (See Table 5.2B) Type 1 2030 x 0.045 x 30 = Z741 Type 2 x x = Type 3 x x = Type 4 x x = Type 5 x x = Total Z141 Awall 10 Total 11. Door Surface Summer TDeq Type Area, ft2 U-Value Type 1 x x = Type 2 x x = Type 3 x x = Total Adoor 12. Total 13. N/A Glazing Orient. Surface OSF Shading (N, S, E, etc.) Area, ft2 Coefficient x ( x )- x ( x )_ x ( x )_ x ( x )_ x ( x )_ x ( x )_ Total Agiazing 14. N/A Total15A. N/A Summer U-Value e T N/A x ( x ) = Total 156. line 14 _ Total Aow 16. 2030 Total Cooling 17. 2741 1Z74112 + 14— 11 + 13 + 1 158 OTTV ow 2030 — 18 � line 17 line 16 OTTVow Actual From Table 5-2: 30.3 OTTVow Allowed Roof Type Type 1 Type 2 Type 3 Type 4 Total Aopaque roof Skylight Type Type 1 Type 2 Type 3 Total Askylight Total Aor lr� HEATING DESIGN Uo — ROOF Surface Winter Area, ft2 U-Value 1580 x 0.072 _ x — x — x — 19. 1580 Surface Winter Area, it' U-Value x — x — x — Totals 113.8 Total 20. 113.8 21. N/A Total 22. N/A 23. 1580 f12 Total Heating 24. 113.8 line 19 + 21 113.8 _ 1580 = line 24 line 23 line 20 + 22 25. 0.072 Uor Actual From Table 5-2: 0.10 Uor Allowed HEATING DESIGN Uo — FLOOR Floor Surface Winter Totals Type Area, ft2 U-Value Type 1 x = Type 2 x = Type 3 x = Type 4 x = Total Afloor 33.- ft2 Total Heating 34. Uof = _ _ 35. N/A line 34 line 33 Uof Actual From Table 5-2: N/A Uof Allowed COOLING DESIGN OTTV — ROOF (If skylights used) Roof Surface Summer TDegr Totals Type Area, ft2 U-Value (See Fig. 5.1) Type 1 1580 x 0.072 x 79 = 8987 Type 2 x x = Type 3 x x = Type 4 x x = Total Aopaque roof 26. 1580 Skylight Surface Type Area, ft2 Type 1 x Type 2 x Type 3 x Total N/A Askylight 28• Total 27. 8987 Shading Coefficient (138 x ) _ ( 138 x ) _ (138 x ) _ Total29A. N/A Summer U-Value A T x ( x ) = Total 29B. N/A line 28 Total Aor 30 1580 Total Cooling 31. 8987 line 26 + 28 27 + 29A + 298 OTTVor = 8987 _ 1580 = 32. 5.7 line 31 line 30 OTTVor Actual From Table 5-2: 8.5 OTTVor Allowed HEATING DESIGN Uo AVERAGING` (sec. 502.2(a)) U Envelope Allowable (take U values from Table 5-2): ( 0.37 x 2030 ). + ( 0.10 x 1580 . ) + ( x N/A ) Uow Aow (line 7) Uor Aor (line 23) Uof Act (line 33) 3610 0.25 AE (line 7,+ line 23 + line 33) U Envelope Actual (use actual calculated U values): _ = UE Allowed ( 0.045 x 2030 ) + ( 0.072 x 1580 ) + ( x NIA ) U'�— (line 9) A,— (line 7) '- U'nr (line 25) A,,. (line 23): _ U',f (line 35) A,,f (line. 33) 3610 AE (line 7 + line 23 + line 33) 'Cooling OTTVs may not be averaged. 0.06 UE Actual WALL R-VALUES BUILDING COMPONENT DESCRIPTION WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 WALL TYPE 5 Exterior air film 0.17 Stucco Block 4" Rim Bd& 0.44 Stud Firring strip Insulation 6" 13a t 19.00 Wall board 5/8" Qtpam 0.56 Solid Other 1/2" aEaff&q 1.22 Other Other Interior air film 0.68 R TOTAL 22• 07 U=1/R 0.045 AREA 2030 Weight (lb/sq. ft.) ' "! IF FRAME: Size'" x Inches O.C. ROOF/CEILING R-VALUES BUILDING COMPONENT DESCRIPTION ROOF TYPE 1 ROOF TYPE 2 ROOF TYPE 3 ROOF TYPE 4 ROOF TYPE 5 Room air film 0.61 Wall board Truss Insulation Z' 133EMd 10.00 Other Z' 2.80 Other Maibmm ibof 0.33 Other Other Outside air film 0.17 R TOTAL 13.91 U = 1/R 0.072 AREA (sq. ft.) 1590 U=TC IF FRAME: Size x Inches O.C. CITY OF SANFORD, FLORIDA PERMIT NO. `v f �� ?(0 DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME ADDRESS OF JOB 1401 )61, SE PA I ROLE 'EL, ELEC. CONTRE" A14tAlr'40 89 lc Residential -Non-residential Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair i Chan e f Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 Amp Service 201 Am and above j —� New Commercial p Service Application Fee � I TOTAL II 0 By signing this application I am stating I will be in compliance with the NEC including Article 110, Section 110-9 and 110-10. Building Official Master lectrician STATE COMPETENCY NO. PAN AMERICAN r.....e, ELECTRIC ®NC. �wsor .usssi Contractors & Engineers May 14, 1992 C i Ly c-, f San:ror•d P. O. Box 1778 S1rl fo1 171, 37.772 177R To Whom 11: May Colw.orit: I, Mi.c,IiaeI W. CaitipkreI I . I irc►►:c> Ito Idc,r for Pml /\ntc,r i(m) P.lr,c•iri(-,• In(-.. do hereby au f hO r-J Z.(' R i city 1)ov I (-' and/c)r ('<'rr I ( annotl L„ I,r► l perrrli t. S ort my 1)eha I f as rpc>r 1 I r) 1 ic= ('c�rr I r r I I' I e)r- i (1:,. Rr (* i ona l IJos pi Lal projects. Michael W. CampbelI 1, i cert.4r- Number. EC 0001ZG9 2301 CRUZEN STREET, NASHVILLE, TN. 37211 • (615) 242-6336 • FAX (615) 256-6155 s.. C I T:Y OF S A N F 0 R D 7/20/92 BUILDING PERMITS 300 N_ PARK AVENUE INSPECTIONS SANFORD, FL 32771-=--------------------- ;ELECTRIC PERMIT APPLICATION PERMIT #: 92-00001276 000 000 NCOM TYPE: ELECTRICAL PERMIT PARCEL #: - - LOCATION: 1401 W SEMINOLE BL OWNER: CENTRAL FLA REGIONAL HOSPITAL ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 PHONE: lCONTRACTOR:PAN AMERICA ELECTRIC INC ADDRESS: CAMPBELL, MICHAEL A P 0 BOX 40786 NASHVILLE TN 37204 PHONE: CERTIFICATION #: ADDITIONAL DESCRIPTION: ELECTRICAL PERMIT IS FOR POWER HOUSE 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 ISSUED DATE: VOID DATE: 7/20/92 1/17/93 ,FEE TYPES FEES CHARGED DATE FEES PAID ------------------------------- ------------------------------------------- i .ELECTRICAL PERMIT PERMIT FEE 625.00 7/20/92 625.00 'APPLICATION FEE -ELECTRIC 10.00 7/20/92 10.00 TOTAL FEES: $635.00 $635.00 RECEIPT #: APPROVED BY: SIGNATURE: FAILURE TO COMP Y WITH MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.0_ BEING ISSUED. CITY OF SANFORD, FLORIDA PERMIT NO I:L 11 3*1 DATE _11 0 - THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME rJ C� C&y7R4L & &61deV41- IV09B ADDRESS OF JOB 8161 ff"E57 S' 'N�/Yo/� PLUMBING CONTR. Res. Comm._ I Subject to rules and regulations of Sanford plumbing code. Residential: Number Amounf Alteration, Addition, Repair ( I New Residential: One Water Closet _ _ Additional Water Closet I Commercial: ! Fixtures. Floor Drain, Trap Sewer r Water Piping �— Gas Piping Factory -built housing Pawr, jLlooFA I Mobile Home f Reinspection I i Minimum Commercial Permit: $35.00 Total ! �M Plu COMPETENCY CARD NO. CA 03 7/ I .. I C I TY OF SA,,N FORD 17/17/92 BUILDING PERMITS 300 N_ PARK AVENUE INSPECTIONS i SANFORD, FL 32771 ----------------------- PLUMBING PERMIT APPLICATION 24 HOUR, NOTICE REQUIRED FOR ALL INSPECTIONS s PERMIT #: 92-00001267 000 000 PLCM PHONE (407) 330-5659 , ,TYPE: PLUMBING PERMIT — COMMERCIAL ' PARCEL LOCATION: 1401 W SEMINOLE BL ;OWNER: CENTRAL FLA REGIONAL HOSPITAL ISSUED DATE: 7/17/92 (ADDRESS: 1401 W SEMINOLE BV VOID DATE: 1/14/93 SANFORD FL 327?1 ;PHONE: ,CONTRACTOR:IVEY MECHANICAL COMPANY' ,ADDRESS: 817 FESSLERS PARKWAY NASHVILLE TN 37210 ,. A '.PHONE: 615 244-9413 CERTIFICATION #: 'FEE TYPES PEES CHARGED DATE FEES PAID - —-------- ----- ----------------------- — ---------- — — ------------ PLUMBING PERMIT COMMERCIAL PERMIT F 1, 25.00 7/17/92 25.00 :APPLICATION FEE -PLUMBING 10.00 7/17/92 10.00 —------`---- ' -------------- TOTAL FEES__ $35.04 $35 00 E. a �4 I� f RECEIPT #: j 'ArrROVED BY: SIGNATURE: ,FAILURE TO COMPLY WITH MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING;'„IMPROVEMENTS . NOTE: ALL FEES MU9� BE PAID PRIOR TO C.O. BEING ISSUED. CITY OFSANFORD, FLORIDA PERMIT NO. q)"-I I(A DATE `7 _' )-92_ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME N 4, CENTR4-L 1r1, RCe-!o/Y.4L ADDRESS OF JOB_ /�W tilST 5E&1,Ya4E E MECHANICAL COMMERCIAL— �^ , Subject to rules and regulations of Sanford mechanical code. f fi ---- NATURE OF WORK p j/ //C!/Y 7p owC- Q Alovs, + I i Number i AMOUNT I FUEL I MOTOR H.P. ----- ---------- � i i I — -- - — — --- -- ----- --- i i B.T.0 — INPUT-- —.OUTPUT-- I--�---- — ---- VALUATION ! NOTE: MINIMUM PERMIT FEE $1.50 TOTAL —� It Mechanical i COMPETENCY CARD N0. ��d3 �` C I T Y O F S A N F 0 R D /92 BUILDING PERMITS 300 N. PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- ,MECHANICAL PERMIT APPLICATION 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PERMIT'`_#: 92-00001268 000 000 MCHC PHONE (407) 330-5659 ;TYPE:• MECHANICAL PERMIT -COMMERCIAL 'PARCEL #: - - 'LOCATION: 1401 W SEMINOLE BL° OWWNER: CENTRAL FLA REGIONAL HOSPITAL !ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 PHONE: jCONTRACTOR:IVEY MECHANICAL COMPANY !ADDRESS: 817 FESSLERS PARKWAY NASHVILLE TN 37210 'PHONE: 615 244-9413 CERTIFICATION #: ISSUED DATE: 7/17/92 VOID DATE: 1/14/93 'FEE TYPES FEES CHARGED DATE FEES PAID MECHANICAL PERMIT -COMMERCIAL PERMIT F 200.00 7/17/92 200.00 APPLICATION FEE -MECHANIC 10.00 7/17/92 10.00 TOTAL FEES: $210.00 $210.00 Y.. \ ry RECEIPT #: APPROVED BY: SIGNATURE: FAILURE TO COMPLY WI H MEC NIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. R FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 500-A-91 SECTION 5 o BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Non-Residentlal Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential Buildings over 3 stories ALL CLIMATE ZONES PROJECT NAME:Central Florida Regional Hospi I ZONE: ADDRESS: 1401 West Seminole Boulevard BUILDING CLASSIFICATIONS : Imtitutional- Group I CITY ZIP CODE: Sanford, 32771 BUILDING PERMIT NO.: q2-/ 3 BUILDER: PERMITTING OFFICE: Sanford OWNER: HOS ital CAD ration Of America HCA JURISDICTION NO.: 691500 BUILDING INFORMATION WALLS ROOF/CEILING FLOORS DOORS GLASS TYPE U AREA TYPE U I AREA TYPE U AREA TYPE U I AREA TYPE U I AREA Concrete (CBS) Wood frame Metal frame Insulation R-value nder attic ingle Assembly ther. R-value Slab -on -grade Raised Wood Raised concrete Insulation R-value Wood Metat Insulated Other Single, wall Double, wall Single, root Double, roof �194nsulation 12. 8 SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE Unitary & Heat Pump Central & Heat Pump **Ei1st].ncj Boilers Electric <65.000Btu/h SEER <65,000Btu/ h HSPF Resistance ❑ Pump ❑ > 65,000 Btulh COP Dedicated Heat z65,000 Btu/h EER IPLV Water cooled COP Gas Water Cooled EER IPLV Evaporatively cooled COP Natural ❑ Evaporatively Cooled EER Electric resistance COP LPG ❑ PTAC EER Gas/Oil (circle one) Oil ❑ Chillers COP IPLV <225,0001300,OOOBtulh AFUE HRU Existing ❑ Other: *Existing Chillers 225,0001300,000 Btulh Et Other: LIGHTING 1580 Lighting Budget (from Table 5.13): 1.08 Total Lighting Wattage 1700 - Total Conditioned Floor Area = Watts/sq. ft: PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 502.4 Maximum of .37 cfm per linear foot of operable sash crack. N/A Doors 502.4 Maximum of 1.25 cfm per square foot of door area. X Joints/Cracks 502.4 To be caulked, gasketed, weatherstripped or otherwise sealed. X Reheat 503.3 Supply air restricted to set cold/hot deck temperature to meet load of worst case zone. Resistance reheat prohibited. N/A Ventilation 503.4 Supplied with readily accessible switch for shut-off and/or volume reduction when ventilation is not required. X HVAC Efficiency 503.4 Minimum efficiencies -Heating: Tables 5.4, 5-5 & 5-6. Cooling: Tables 5-7A, 5.7B, 5-8 & 5-9. X Transport Energy 503.5 Minimum of 8.0. X Balancing 503.6 Provide means for balancing HVAC air system & water distribution system. HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each s stem. X HVAC Ducts 503.8 Air ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, 503.9 insulated and installed in accordance with the criteria of sections 503.8, 503.9 and 503.10. X 503.10 Piping Insulation 503.11 In accordance with Table 5-10. X Water Heaters 504.2 Automatic electric storage water heaters 5120 gallons and gas 8 oil -fired storage water heaters 5 75,000 Btu/h shall meet performance minimums in Table 5.11. Larger sized water heaters shall N/A meet minimums in Table 11-1 of Standard RS-9 after 1/1/92. Swimming Pools 504.2 Spas & heated pools must have covers. Non-commercial pools must have pump timer. N/A & Spas Gas spa & pool heaters must have minimum thermal efficiency of 78 % . Hot Water Pipe 504.4 Piping heat loss is limited to 17.5 Btu/h linear foot of pipe for recirculating systems (see Table 5-12). Insulation X Water Fixtures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig; toilets maximum 3.5 gallon flush. Public lavatory fixture maximum flow of .5 gpm or .5 gallon if has self -closing valve. X Lighting 505.1 Lighting power budgets are listed in Table 5-13. Minimum Ballast Efficacy Factors are listed in Table 5-14. }{ U0 wall Allowable _ Uo wall Actual II complying under the provisions of S. 502.1, enter the combined Uo values for the entire envelope Uo roof lceiling Allowable _ Uo roof/ceiling Actual Uo floor Allowable Uo floor Actual N in this section. Uo envelope Allowable Uo envelope Actual OTTV wall Allowable OTTV tool/ceiling Allowable OTTV wall Actual OTTV roof lceiling Actual _ Compliance with Section 5 was decnofis-ir<;ted by a Prescriptive Measures methodology; ❑508.0 (a) Detached commer Ic i buildings ❑ 508.0 (b) Skyboxes or sports stadium buildings less than 100 squarP r ei:' that are used only seasonally. 1 hereby certify that the plans a sp ws-,b thealcuha�Qne in compliance with the Florida Energy Cod / �9�.`^""-���� / 'covered by This calculation indicates compliance with the Roviow of plans and spA Florida Energy Code. ruaion is complet d, in uildiog will be inspoc d for PREPARED BY: • 1._,. .DATE: g� compliance in accordan 553.908. F. I hereby certify that this g is �rompl a with t- Florida Energy Code. DATE: BUILDIN FICIAL: DATE: �� OWNER/AGENT:. _ PERMIT NO. CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-A-91 Florida Energy Efficiency Code for Building Construction HEATING DESIGN Uo — WALLS Wall Surface Winter Totals Type Area, ft' U-Value Type 1 2030 x 0.045 = 91.4 Type 2 x = Type 3 x = Type 4 x Type 5 x = Total Awall 1• 2030 Total 2. 91.4 Door Surface Winter Type Area, ft' U-Value Type 1 x = Type 2 x = Type 3 x = Total Adoor 3. N/A Total 4. N/A Glazing Surface Winter Type Area, ft' U-Value Type 1 x = Type 2 . _. x = Type 3, x = Total Aglaziiig 5. -WA Total 6. N/A Total Aow 7. 2030 ft' Total Heating 8. 91'4 line 1+3+5 line 2+4+6 Uow = 91.4 _ 2030 = 9. 0.045 line 8 line 7 Uow Actual From Table 5.2: 0•37 Uow Allowed COOLING DESIGN OTTV — WALLS Wall Surface Summer TDeq Totals Type Area, ft' U-Value (See Table 5.2B) Type 1 2030 x-0.045. x 30 = 2741 Type 2 x x = Type 3 x - x = Type 4 x x = Type 5 x x = Total 2030 Z741 Awall 10. Total 11. Door Surface Summer TDeq Type Area, ft' U-Value Type 1 x x = Type 2 x x = Type 3 x x = Total Adoor 12• Total 13. N/A Glazing Orient. Surface OSF Shading (N, S, E, etc.) Area, ft' Coefficient x ( x )_ x ( x )_ x ( x )_ x ( x )_ x ( x )_ x ( x )_ Total Aglazing 14. N/A Total15A. N/A Summer U-Value A T N/A x ( x ) = Total 15B. line 14 Total Acw 16. 2030 Total Cooling 17. Z741 OTTV 1Z74112 + 14— 200 — 18 11 + 13 + 1 1� 156 ow = jj line 17 line 16 OTTVow Actual From Table 5-2: 30.3 OTTVow Allowed Roof Type Type 1 Type 2 Type 3 Type 4 Total Aopaque roof Skylight Type Type 1 Type 2 Type 3 Total Askylight Total Aor Uor = HEATING DESIGN Uo — ROOF Surface Winter Area, ft2 U-Value 1580 x 0.072 _ x — x = x 19. 1580 'Surface Winter Area, ft2 U•Value x x x N/A 21. 23. 1580 ft2 line 19 + 21 113.8 1580 line 24 line 23 Totals 113.8 11Z A Total 20. Total 22. 19/A Total Heating 24. 113.8 line 20 + 22 _ = 25. 0.072 Uor Actual From Table 5-2: 0.10 Uor Allowed HEATJNG DESIGN Uo — FLOOR Floor Surface Winter Totals Type Area, ft2 U-Value Type 1 x Type 2 x Type 3 x Type 4 x Total Afloor 33. ft2 Uof = - line 34 line 33 Total Heating 34. 35. _ N/A - Uof Actual From Table 5-2: N/A COOLING DESIGN OTTV — ROOF (If skylights used) Roof Surface Summer TDegr Totals Type Area, ft2 U-Value (See Fig. 5.1) Type 1 1580 x 0.072 x 79 = 8997 Type 2 x x = Type 3 x x = Type 4 x x = Total Aopaque roof 26. 1580 Total 27. 89�7 Skylight Surface Shading Type Area, ft2 Coefficient Type 1 x (138 x ) _ Type 2 x (138 x ) _ Type 3 x (138 x ) _ Total N/A N/A Askylight 28. Total29A. Summer U-Value A T x ( x 1 = Total 298. N/A line 28 Total Aor 30 158D Total Cooling 31. 8987 line 26 + 28 27 + 29A + 29B OTTVor = 8987 _ 1580 = 32. 5.7 line 31 line 30 OTTVor Actual From Table 5-2: 8.5 OTTVor Allowed HEATING DESIGN Uo AVERAGING' (Sec. 502.2(a)) U Envelope Allowable (take U values from Table 5-2): (0.37 x 2030 )+( 0.10x 15M )+( x N/A ) U—ow Aow (line 7) Uor Aor (line 23) Uof . Aof (line 33) 3610 0.25 AE (line 7 + line 23 + line 33) U Envelope Actual (use actual calculated U values): = UE Allowed ( 0.045 x 2030 )+( 0.072 x 1580 )+( x N/A ) U'ow_(line 9) _ Aow (line 7) - U'or (line 25) Aor (line-23) - U.'of (line 35) . Aof (line 33) 3610 0.06 AE (line 7 + line 23 + line 33) = UE Actual 'Cooling OTTVs may not be averaged. WALL R-VALUES BUILDING COMPONENT DESCRIPTION WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 WALL TYPE 5 Exterior air film 0.17 Stucco Block 4" Face BELdt 0.44 Stud Firring strip Insulation 6' Batt 19.00 Wall board 5/8!1 0�pe><m 0.56 Solid Other 1/2" gnAhing 1.22 Other Other Interior air film 0•68 R TOTAL 22.07 U=1/R 0.M AREA 2W Weight (lb/sq. ft.) IF FRAME: Size x Inches O.C. ROOF/CEILING R•VALUES BUILDING COMPONENT DESCRIPTION ROOF PE i TRYPE 2 TYPE 3 ROOF TYPE 4 ROOF TYPE 5 Room air film 0.61 Wall board Truss Z' Hid 10.00 Insulation Z� 2.00 Other Other Ma&m1e lb[IE 0.33 Other Other 0.17 Outside air film 13.91 R TOTAL 0.072 U=1fR 1580 AREA (sq. ft.) U=TC IF FRAME: Size x Inches O.C. APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA 'PERMIT NUMBER TAX ID # JOB ADDRESS 1401 WEST SEMINOLE BLVD. (HCA CENTRAL FLORIDA REGIONAL HOSPITAL) Total Contract Price of Job: $15,300.00 Zoning Describe Work: INSTALL (16) FIRE SPRINKLERS FLOOD PRONE: (YES) (NO) Type of Construction: NEW ADDITION Total Sq. Ft. Number of Stories: Number of Dwellings: Use: HOSPITAL y LEGAL DESCRIPTION (please attach printout from Seminole County,) " OWNER HOSPITAL CORPORATION OF AMERICA <cy c N ADDRESS ONE PARK PLACE ;"5 CITY NASHVILLE STATE TN ZIP 37203 TITLE HOLDER N/A (If other than owner) Title Holder Address (If other than owner) City State Zip ::7 M BONDING COMPANY. N/A s Bonding Company Address City State Zip ARCHITECT N/A t, Address City State Zip rs MORTGAGE LENDER N/AA':.s; Address City State Zip z.. CONTRACTOR WAYNE AUTOMATIC FIRE SPRINKLER License # 027668000181 _. •. - - ~' Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for. ELECTRICAL WORK, PLUMBING, SIGNS, POOLS, MECHANICAL, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A CERTIFIED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF,.YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 4 Signature S Signature , wner or Agerft Contractor•, Date:\� Z— Date : AIIGUSO, 192 Notary, My COd1SSiC Expire star; Public, State o ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, THE OWNER FS713. Application Approved By: Accepted By: � r 6v% FEES: Building`n�_ Radon Police Impact: Fire Impact Open Space: Application: _f ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) C I TY OF SANFORD 9/15/92 BUILDING PERMITS 300 N_ PARK AVENUE SANFORD, FL 32771 FIRE SPRINKLER SYSTEM PERMIT #: 92-00001580 000 000 BLOS TYPE: BUIDLING PERMIT - OTHER PARCEL #: _ - - LOCATION: 1401 W SEMINOLE Bt 1 INSPECTIONS ---------4=------------ 24 HOUR RgTICE REQUIRED FOR ALL TSPECTIONS PHONE (40:7) 330-5659 'OWNER: CENTRAL FLA REGIONAL HOSPITAL ISSUED.DATE:, 9/15/92 Ak DRESS: 1401 W SEMINOLE BV VOID DATE: ' 3/15/93 ` SANFORD FL 32771 PHONE: CbNTRACTOR:WAYNE AUTOMATIC FIRE SPRINKLER' ` ADDRESS: 222 CAPITOL COURT OCOEE FL 32761 PHONE: CERTIFICATION #: FEE TYPES --- ---------------------------------- BUIDLING PERMIT - OTHER PERMIT FEE APPLICATION FEE -BUILDING TOTAL FEES: FEES CHARGED DATE FEES PAID ------------------------------------- 89.00 9/15/92 89.00 10.00 9/15/92, 110.00 $99.00 $99.00 a RECEIPT #: APPROVED BY: y C� SIGNATURE: ,FAILURE TO COMPLY WITH MECHANIC'S LIEN LAW CAN RESULT N THE 'Pr'OPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. ;NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. r— nTo rd Fo� ` . 0. os STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION -p�O^ WE tR OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 February 9, 1993 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Powerhouse Addition, Part A Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: The Addendum 6, received December 24, 1992, for the project referenced above has been reviewed and is approved without comment. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of ,your certificate of need. Thank you for your cooperation. Sincerely, i Aephen S P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 1.AW ION (A J{S. (IOVI:It NOK ■ �vtE s STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION ' OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 January 19, 1993 Mr. Fleming W. Smith Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition PART A - POWERHOUSE Log No. H-420-D / CON No. 5696 Dear Mr. Smith: The revised construction documents, sketches and Addendum 4, received on November 20, 1992, for the project referenced above have been reviewed and are approved subject to the enclosed comments. Your response to these comments in the form of addenda or change orders as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; c. A word description -of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your resubmission constitutes a record public document, proper signing, sealing and dating by each design professional is required. 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 LAW"I ON CI III.HS, GOVIi NO R . _ J f Mr. Fleming W. Smith Gresham, Smith and Partners January 19, 1993 Page Two Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition PART A - POWERHOUSE Log No. H-420-D / CON No. 5696 You are advised that approval of the construction documents does not alter or amend the requirements for -a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, •! l ,r ! f Stephen P. Gust(in P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART A — POWERHOUSE LOG NO. H-420-D / CON NO. 5696 JANUARY 19, 1993 ARCHITECTURAL Approved without comment. JRM/sl MECHANICAL New Comment: P-4 Relocate the 4-inch floor drain shown in the smoke wall at Pump Storage 1-0420. JES/sl FIRE PROTECTION Approved without comment. JES/sl ELECTRICAL Comment(s) remain outstanding from previous AHCA review letters. Please submit your response in the form of revised construction documents, addenda, change orders or field directives, as appropriate, which are properly signed, sealed and dated by the responsible professional of record. This project cannot be completed without acceptable responses to the review comments. Not responding may adversely affect the final approval of this project. The following comment(s) remain outstanding from previous review letters: Comment Numbers E-10, E-11, E-12 and E-15. New Comments: E-16 Provide an entrance to Electrical Room 1-0416 other than through the sterile corridor. E-17 Locate the ceiling hung 75 kva transformer above the pad mounted transformer:` E-18 Provide a revised load analysis for Panel NEQH. Page 1 of 2 a � a CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART A - POWERHOUSE LOG NO. H-420-D / CON NO. 5696 JANUARY 19, 1993 E-19 Provide the referenced notes (hexagons) indicated on Sketch ESD-14. E-20 Provide coordination plots with available fault currents at the transformer for the equipment added in Addendum 4. Include feeder conductor sizes. EWC/sl Page 2 of 2 TxE • < =sE STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 November 18, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Part A/ Powerhouse Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: The Addendum 3 and your response dated September 28, 1992, received on September 29, 1992; for the project referenced above have been reviewed and are approved without comment. You are advised .that approval ,of;the construction documents does not alter ; or amend. _the :,requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of;construction documents does not alter or amend 'requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sinc ely, Ste en P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to:,. Sanford Building Department Lawrence, W..Kaufman Central.. Florida� Regional, Hospital,. David. Kincaid . Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 2727 MAHAN DRIVE 0 TALLAHASSEE, FLORIDA 32308 This is to certify that the building located at 1401 W S EMT_NOLE BL -- for which permit 92-00001339 has heretofore been issued on 7/31/92 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as rna'1J)"- c a I complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulation Apply: Yes No DATE APPROVAL BUILDING: FIRE: DATE. APPROVAL Finaled 43-/L`�x`InspecteJd�,��1 w n _ f ,/- ZONING: Inspected l UTILITIES: Water Sewer Lines In Lines In „4 Meter Sewer Set ,' ? Tap A Reclaimed � //03 Water .2_!_` 1l_ ENGINEERING:,',::,,,, Street Drainage Paved -' Maintenance Bond PUBLIC WORKS: Street Name , Street Signs Lights Stbrm Sewer Driveway Street' Work DESCRIPTION FEES PAID DATE AMOUNT WATER -SEWER IMPACT FEES r- CA__ APPLICATION FEE -BUILDING 7/31/92 10.00 ROAD .IMPACT FEES 7/31/92 842.00 C OWNER M05P 716 ( �BUILDINFFICIAL / D4Tt / MCA Central Florida Regional Hospital November 30, 1992 City of Sanford P.O. Box 1788 Sanford, Fl. 32772 Attn: Gary Winn Dear Gary: This letter is being written as an assurance that HCA Central Florida Regional Hospital will not occupy the area being served by the new switchgear until a proper certificate of occupany is received. S' cerely, d E.J. Qak Plant Operations Manager cc: L. Kaufman R. Doyle - Pan Am S. Cantwell - Centex Rodgers 0-9 FZ 1401 West Seminole Boulevard Sanford, Florida 32771 Telephone (407) 321-4500 An affiliate of H%Hospital Corporation of America 11/30/92 C I T Y O F S A N F 0 R D BUILDING PERMITS 300 N. PARK AVENUE SANFORD, FL 32771 :!APP TYPE:. ELECTRIC PERMIT APPLICATION iPARCEL it: - - 'LOCATION: 1401 W SEMINOLE BL OWNER: CENTRAL FLA REGIONAL HOSPITAL ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 PHONE: iCONTRACTOR:PAN AMERICA ELECTRIC INC !ADDRESS: CAMPBELL, MICHAEL A P 0 BOX 40786 NASHVILLE TN 37204 PHONE: :CERTIFICATION #: NA 1 INSPECTIONS ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 FEES CHARGED DATE FEES PAID -------------- ------ --- -------------- !PERMIT #: 92-00001276 000 000 NCOM !TYPE: ELECTRICAL PERMIT !ISSUED DATE: 7/20/92 VOID DATE: 1/17/93 'ADDITIONAL DESCRIPTION: ELECTRICAL PERMITISFOR POWER HOUSE ELECTRICAL PERMIT PMT FEE 625.00 7/20/92 625.00 !APP FEES. APPLICATION FEE -ELECTRIC 10.00 PREPOWER AGREEMENT 60.00 -------------- TOTAL FEES: $695.00 RECEIPT #: APPROVED BY: SIGNATURE: FAILURE TO COMPLY WITH ECHANIC-S L LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR T .0. BEING ISSUED. oplko_� 7/20/92 10.00 11/30/92 60.00 -------------- $695.00 CITY OF SANnFORD, FLORIDA - 0 ? APPLICATI?ON FOR BUILDING PERMIT Q H b a U O a x O a w 3 t o E �4 z �. Q r-I H ro w a o �, o 0 w a +-1 �4 R, O N >1 z a H PERMIT ADDRESS Total Contract Describe Work PERMIT NUMBER I'9 Price of, Job �� � � , �C3 Total Sq. Ft. j Doo Type of Construction1-y-wek � SDI Flood Prone (YES) (LNO )J Number of Stories Number dY Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 0 f 1 -] O - OWNERl \ - PHONE NUMBER ADDRESS CITYSTATE ZIP��� TITLE HOLDER/(IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY /A ADDRESS CITY STATE ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY STATE STATE ZIP ZIP ZIP CONTRACTOR ° PHONE NUMBER ADDRESS ST. LICENSE NUMBER CITY STATE _ ZIPS Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. H ITJ Z 1< m o !c �� - t� 1cs m n m rt a Signature of Owner/ gent & e g ature of & Date o o a n '< 1Ciontractor f usl MA615 En Lawrence W. Kaufman V'lQl ~ z Type or Print Owner/Agent Name Typr Print Co tractor's Name o x 2' /d 09 93- 1 L1 Ct oZC7n r£ ro . Signa ure'of Notary & Date Signa ure Notary & Date r �' 0 NOTARY P(161?f fSiAiEb� F )AT LARGE ( Official Seal) rt MY .COMM:bS,ON EXPIRES JANUARY 23, 1994 _ CONUED NXU.HU_4LBdERRY & ASSOCiAIES OO MARY L. MUSE NOTARY ro PUBLIC, SLATE OF FLORIDA a n MY COMMISSION # CC132860 . a Application Approved E P�.UguSt4,1995 ����i'-�� Jc 0 FEES: Building % rt (� Radon Police Fire a Open Space Road Impact /A,,pplicationH PERMIT VALIDATION: CHECK —�� CASH DATE /V'-/ -Q BY t7 ORIGINAL (BUILDING) YELLOW (CUSTOMER). PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) �1 **** THIS APPLICATION USED FOR WORK VALUED: $2500.00 OR MORE Form A205 General Power of Attorney GENERAL POWER OF ATTORNEY (With Durable Provision) TO ALL PERSONS, be it known, that Carl A. Olson , of , the undersigned Grantor, do hereby make and grant a general power of attorney to Drusilla Mathes > Of and do thereupon constitute and appoint said individual as my attorney -in -fact. My attorney -in -fact shall have full powers and authority to do and undertake all acts on my behalf that I could do personally, with full power of substitution and revocation, including but not limited by said authority the right to sell, deed, buy, trade, lease, mortgage, assign, rent or dispose of any of my present or future real or personal property; the right to execute, accept, undertake and perform any and all contracts in my name; the right to deposit, endorse, or withdraw funds to or from any of my bank accounts, depositories or safe deposit box; the right to borrow, lend, invest or reinvest funds on any terms; the right to initiate, defend, commence or settle legal actions on my behalf; the right to vote (in person or by proxy) any shares or beneficial interest in any entity, and the right to retain any accountant, attorney or other advisor deemed necessary to protect my interests generally or relative to any foregoing unlimited power. My attorney -in -fact hereby accepts this appointment subject to its terms and agrees to act and perform in said fiduciary capacity consistent with my best interests as he in his best discretion deems advisable, and I affirm and ratify all acts so undertaken. Special durable provisions: This power of attorney X_ shall be revoked upon shall not be affected by disability of the Grantor, and shall otherwise continue in full force and effect until revoked by subsequent writing become null and void after date of termination of , 19 (initial provisions which apply). employment with Applied Rite, Inc. Other terms: For pulling roofing permits or signing lien releases Signed under seal this 5th Signed in the presence of: Note: Delete powers that do not apply day of October , 1992 Grantor Carl A. Olson tto ey-in-Fact Drusilla Mathes State of Florida County of Seminole SS. October 5th , 1992 Then personally appeared Carl A. Olson , the above named, Grantor who known to me, signed or acknowledged the foregoing executed Power of Attorney as his or her free act and deed, before me. 01p5IIIIII20022 c2��.C�C� CSL Notary ublic W e hrnggg Expires: Elizabeth Irene Fultz My Commission Expires July 22, 1996 Comm. No. CC 217263 c. E-Z Legal Fortes E-Z Legal Form A205 GENERAL POWER OF ATTORNEY DATED: 1 I C I T Y 0 F S A N F 0 R D 10/09/92 BUILDING PERMITS 300 N. PARK AVENUE SANFORD, FL 32771 ,APP TYPE: ROOFING APPLICATION (PARCEL #: - W SEMI - ILOCATION: 1401 J.NOLE BL 1 INSPECTIONS ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 (OWNER: CENTRAL FLA REGIONAL HOSPITAL !ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 !PHONE: CONTRACTOR:APPLIED RITE INC :ADDRESS: OLSON, CARL/CERT ROOF CONTRACT- 200 N ELM AV SANFORD FL 32771 .PHONE: 407 000-0000 'CERTIFICATION FEES ----------- CHARGED DATE - ---------- FEES PAID -------------- .PERMIT #: 93-00000048 000 000,RFNC TYPE: ROOF PERMIT - NEW/ALTER CMMCL.' ISSUED DATE:, 10/09/92 VOID `DATE_ 4/08/9,3 ADDITIONAL DESCRIPTION: POWERHOUSE ADDITION ROOF PERMIT -,NIEW/ALTER CMMCL- PERMIT 10.00 10/09/92, 10-00 APP FEES: APPLICATION FEE -BUILDING 10.00 10/09/92 10.00 -------------- ------------- 'TOTAL FEES: $20.00 $20.00 ,RECEIPT #- 11 APPROVED BY: FAILURE TO COMPLY WITH MECHANIC'S LIEN LAW TWICE FOR BUILDING IMPROVEMENTS. •NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. SIGNATURE: Lj4cloj 1,11, CAN RESULT III , THE PRO BEING OWNER PAYING �c r 0,48 t STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 September 17, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Part A / Powerhouse Log No. H-420-D / CON No. .5696 Dear Ms. Lamberth: The revised construction documents with life safety plans and specifications, received on July 20, 1992 and the revised construction document, Addendum 2, revised specification sheets and response dated August 12, 1992, received August 18, 1992, for the project referenced above have been reviewed and are approved subject to the enclosed comments. Your response to these comments in the form of addenda or change orders as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your resubmission constitutes a record public document, proper signing, sealing and dating by each design professional is required. LAWTON CHILES, GOVERNOR 2727 MAHAN DRIVE, TALLAHASSEE, FLORIDA 32308 Ms. Cathy Lamberth Gresham, Smith and Partners September 17, 1992 Page Two Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Part A / Powerhouse Log No. H-420-D / CON No. 5696 You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, *Steph XnP. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence F. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. P l CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART A - POWERHOUSE LOG NO. H-420-D / CON NO. 5696 SEPTEMBER 17, 1992 ARCHITECTURAL The original construction document review letter was dated July 16, 1992. The response dated August 12, 1992 to the original review satisfies the requirements of this office with the following exception(s). A-2 Provide fire extinguisher for the powerhouse in accordance with NFPA-10. Submit plan with their location. Sheet A0.1: Provide fire extinguisher for the powerhouse expansion. DHP/sl MECHANICAL No comments. FIRE PROTECTION No comments. ELECTRICAL The original construction document review letter was dated July 16, 1992. The response dated August 12, 1992 to the original review satisfies the requirements of this office with the following exception(s). Sheet E2.1: E-8 Sheet E2.1: Identify lighting circuits in the fire pump room by panel designation and circuit number. EWC/sl Page 1 of 1 rn t r\n 14p 1 -- ST_ ELL Op -ea- 4e0_r+ ZONE DATE CONTRACTOR �e kwaaer'� ADDRESS PHONE # LOCATION VA01 (0rn l (1U' e El OWNER ADDRESS I � !YYl�oo p� i rCCAd. PHONE q3- PLUMBING CONTRACTOR TS/ ' I ADDRESS PHONE # L ELECTRICAL CONTRACTOR P21 f�m er c an E e. I✓-f'() G ADDRESS PHONE # I MECHANICAL CONTRACTOR 13- 09 ADDRESS PHONE# MISCELLANEOUS CONTRACT R --� ADDRESS k06F SEPTIC TANK PERMIT NO SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS-(---) ARCHITECTURAL APPROVAL DATE: PERMIT # q L- I JOB Ece.0 _ - P-d8 i1 �o COST $ a I-("� R� , S 4 FEE STATE NO. FEE $ i ``co FEE $ •Co FEE $2 10 / SUBDIVISION: LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS. TYPE DATE OK REJECT BY o FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA PERMIT NUMBER (q3- scf DATE ISSUED— -� TAX ID # 2 S-1 g— Bb - YAG —,Q2_1�i - ©GYRO �— JOB ADDRESS I401 S�/Vl(,�OC-� �lr��..�' 02� _ P/-A 3227( _ Total Contract Price of J b : 02 190 3 �� Zoning Describe Work: S G FLOOD PRONE YES NO Type of Construction: L.. Total Sq. Ft. -(p Number of Stories: 2 Number of Awellings: PA Use. LEGAL DESCRIPTION (please attach printout from Seminole County) OWNER p T10►J © L °C.& ADDRESS ( D 1 S 0 1 L. CITY BAN-FOL,D STATE T=:[___ ZIP 2--7-7 TITLE HOLDER (If other than owner) Title Holder Address City BONDING Bonding City (If other than owner) State Zip COMPANY M& Company Address State Zip ARCHITECT �/ 45-,5 4&m sw ,- + At,)D eA2TIji 1ms Address 33 I O W G: -F X)d AQ � Ue- City -Al&25LWL (L e- State =0 Zip 37203 MORTGAGE LENDER 1JX Address City State Zip CONTRACTOR Ce1U-_i-_y %Lpd q p�-s (�,)STb i c e n s e # �� G ©( ( c( 7 (o �~ Application is hereby made to obtain a permit to do the work and _... J F, u.T� ninstallations as indicated. I 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 ;; 93regulating construction in this jurisdiction. I understand that CZ CD ga separate permit must be secured for ELECTRICAL WORK, PLUMBING, o IGNS, POOLS, MECHANICAL, ETC. 1.CDOWNER'S AFFIDAVIT: I certify that all the foregoing information _is accurate and that all work will be done in compliance with all `- applicable laws regulating construction and zoning. A CERTIFIED aCOPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE ...... TH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS r� •:BEEN ISSUED. N c_. O .+ n C7 - YARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF w r►_3�OMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO a OUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH CT) CT) ,YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF a COMMENCEMENT. co 0 o Jignature�(� • �Q 9 Z Signature (�(y� Owne or Agent Contractor co Date: Date: O C7- 7- 9 Notary U Notary MCI C PU LsIC; 5 Ao oFE pi ATs: My Commission Expires: NOTARY PUBLIC; STATE OF FLORIDA AT LARGE, MA COMMSSION EXPiM JANUARY 23, 1 0" .,tY PAY COMMISSION EXPIRES JATdUARY 23, 1.444, �DNDED THRU HUCKLEBE RY A ASSOCtAIES CEPTANC O PEE MIT IS VERIFICATION HAT�I WI' NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, F Application Approved By: Accepted By: Q" FEES: Buildin yq_11-DP RadcIA1k.-lb Police Impact 1,3S6•�t3 Fire Impact Open Space: d.� Application: fh,,O� ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 _ DATE: lQ p Z PERMIT #: BUSINESS ADDRESS: PHONE NUMBER: PLANS REVIEW R TENT PERMIT ❑ BURN PERMIT ❑ REINSPECTION ❑ TANK PERMIT ❑ FIRE SYSTEM ❑ COMMENTS: o,-� AMOUNT $ 3 "( S, Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. ,/-73 C, 'e;� I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Applicants Signature FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM sooA-as Non -Residential Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential Buildings over 3 stories ALL CLIMATE ZONES PROJECT NAME: CentraI Florida Regional HOS itd ZONE: 5 ADDRESS: W• Seminole Blvd. BUILDING CLASSIFICATIONS: Institutional —Grp CITY ZIP CODE: Sanford . 32771 BUILDING PERMIT NO: BUILDER: PERMITTING OFFICE: Sanford OWNER: Hospital Corporation of America HCA JURISDICTION NO.: 691500 BUILDING INFORMATION WALLS I ROOFICEILING FLOORS DOORS GLASS TYPE U AREA I TYPE U AREA TYPE U AREA TYPE U I AREA TYPE U AREA Concrete (CBS) Wood frame Metal frame Insulation R-value Under attic Single Assembly Other: Insulallon R-value Slab -on -grade Raised Wood Raised concrete Insulation R-value Wood Metal Insulated Other Single, wall Double, wall Single, roof Double, root SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY EITUIH TYPE Unitary S Heat Pump Central Heat Pump **Existing Boilers Electric ❑ <65,000Btu /h SEER <65,000Btu Ih HSPF Resistance Pump ❑ >65,000 Btu/h EER > 65.000 Blu/h COP Dedicated Heat -Water cooled EER Water cooled COP Gas ❑ Evaporatively cooled EER Evaporatively cooled COP Natural ❑ PTAC EER Electric resistance COP LPG ❑ Chillers * ��R —�� GaslOil (circle one) <225.0001300,000BIu/h AFUE Oil HRU El Other: *Air cooled condensing imit > 225,000/300,000 Btulh Et I Other: Existing LIGHTING Lighting Budget (from Table 5-13): Total Lighting Wattage 48340 — Total Conditioned Floor Area I Q67F = Watislsq. It: % 4F PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REOUIREMENTS CHECK Windows 502.4 Maximum of 0.5 cfm per linear foot of operable sash crack. Doors 502.4 Maximum of 11.0 cfm per linear foot of operable sash crack. Joints/Cracks 502.4 To be caulked, gasketed, weatherst ripped, or otherwise sealed. Reheat 503.3 Supply air restricted to set cold/hot deck temperature to meet load of worst case zone. Ventilation 503.4 Supplied with readily accessible switch lot shut-off and/or volume reduction when ventilation is not required. X HVAC Efficiency 503.4 Minimum efficiencies — Heating: Tables 5.5. 5-6; Cooling: Tables 5.7, 5-8. 5.9. Transport Energy 503.5 Minimum of 8.0 Balancing 503.6 Provide means for balancing HVAC air system & water distribution system. X HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each system. HVAC Duct Construction 503.9 Constructed in accordance with industry standards & local mechanical codes. Ducts must be insulated to minimum R = A 1115 (hr OF it 2 / Btu). X Piping Insulation 503.10 In accordance with Table 5.10. Water Heaters 504.2 - Must bear ASHRAE label indicating compliance with ASHRAE Standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric) or cut-off (gas) must be provided. Heat traps required. Must meet minimum water healing equipment efficiencies in Table 5.11 after i 11190. A Swimming Pools 6 Spas 504.2 Spas 3 heated pools must have covers. Non-commercial pools must have pump timer. Gas spa 8 pool healers must have minimum thermal efficiency of 75% (78% alter 111190). N/A Hot Water Pipes 504.4 Insulation is required for recirculating systems. Piping heal loss is limited to 17.5 Btulhllinear loot of pipe: see Table 5-12. X Water fixtures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig: toilets maximum 3.5 gallon flush. Public lavatory fixture maximum flow of .5 gpm or .5 gallon if has self -closing valve. X Lighting 505.1 Lighting ower budgets are listed in Table 5-13: Ballast efficacy factors are listed in Table 5.14. Uo wall Allowable Uo wall Actual if complying under the provisions of S. 502.1, enter the combined Uo values for the entire envelope Uo roof/ceiling Allowable Uo roof/ceiling Actual 0 in this section. Uo floor Allowable Uo floor Actual IV Uo envelope Allowable Uo envelope Actual OTTV wall Allowable _ OTTV wall Actual OTTV rooflceiiing Allowable OTTV roof Iceiling Actual Aft plans and specili aliors shall ba rfgned and sealed by a Florida registered engineer dr architect Review of the plans and specifications covered by this calculation indicates compliance with with the exceptions;prrxided Mr In, Secl!on 481.229, F.S and Section 471.003, FS JOtEd KPJ0ri4 the Florida Energy Code. Before construction is completed, This building w inspected for X1121 the plans d spe flit, P:o s,cov red by this talcs li n r n c liance with the Florida compliance in accordance w' ection 553.908,F.S.. ,' N .. Energy Code. �.- rle ieS (TT my rho �e8m�e. iV AA SIGNATURE: �'" BUILDING OFFICIAL:, DATE: _�`�i"? _ GATE: L 7/ Total Awall 1. 9132 Door Surface Winter Type Area, ft' U-Value Type 1 x Type 2 x Type 3 x Total Adoor 3. N/A Glazing Surface Winter Type Area, ft' U-Value Type 1 986 x 0.54 Type 2 x Type 3 x Total Aglazing 5. Total Aow 7. 10118 ft' line 1+3+5 943.3 _ 10118 Uow 77_.. jIine 8 line 7 PERMIT NO. CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 50OA•89 Florida Energy Efficiency Code for Building Construction HEATING DESIGN Uo - WALLS Wail Surface Winter Type Area, ft' U-Value Type 1 9132 x 0.045 = Type 2 x = Type 3 x = Type 4 x = Type 5 x = Total 2. 410.9 Totals 410.9 I Total 4. N/A = 532.4 Total 6. 532.4 Total Heating 8. 943.3 line 2+4+6 = g 0.093 Uow Actual From Table 5-2. 0.37 Uow Allowed COOLING DESIGN OTTV - WALLS Wall Surface Summer TDeq Totals Type Area, ft' U-Value (See Table 5.2B) Type 1 9132 x 0.045 x 30 = 1 2328 Type 2 x x = Type 3 x x = Type 4 x x = Type 5 x x = Total Awall 10. 9132 Total 11. 12328 Door Surface Summer TDeq Type Area, ft' U-Value Type 1 x x = Type 2 x x = Type 3 x x = Total Adoor 12. Total 13. N/A Glazing Orient. Surface OSF Shading (N, S, E, etc.) Area, ft' Coefficient N 265 x( 42 x 0.54 )_ 6010 F 446 x( 146 x 0-54 )= 35163 W 275 x( 146 x 0.54 )= 21681 x ( x )_ x ( x )_ x ( x )_ Total Aglazing 14. 986 Total15A. 62854 986 Sumrrr�ealue 2B T 10649 x ( x ) = Total 15B. line 14 Total Aow 16. 10118 Total Cooling 17. 85831 10+12+14 11 +13+15A+15B Ornow = 85831 _ 10118 = 18. 8.48 line 17 line 16 OTTVow Actual From Table 5-2: 30.3 OTTVow Allowed Roof Type Type 1 Type 2 Type 3 Type 4 Total Aopaque roof Skylight Type Type 1 Type 2 Type 3 Total Askylight Total Aor Uor = HEATING DESIGN Uo — ROOF Surface Winter Area, ft2 U•Value 10115 x 0.067- x - x - x - 19 10115 Surface Winter Area, ft2 U-Value x = x — x — Totals 677.7 677.7 I Total 20. 0 21. N/A Total 22. N/A 23 10115 ft2 Total Heating 24. 677.7 line 19 + 21 line 20 + 22 667.7 - 10115 = 25 0.067 line 24 line 23 Uor Actual From Table 5-2: 0.10 Uor Allowed HEATING DESIGN Uo — FLOOR Floor Surface Winter Totals Type Area, ft2 U•Value Type 1 x = Type 2 x = Type 3 x = Type 4 x = Total Afloor 33. ft2 Total Heating 34. Uof = — = 35. N/A line 34 line 33 Uof Actual From Table 5-2: Uof Allowed COOLING DESIGN OTTV — ROOF (If, skylights used) Roof Surface Summer TDegr Totals Type Area, ft2 U•Value (See Fig. 5.1) Type 1 10115 x 0.067 x 79 = 53539 Type 2 x x = Type 3 x x = Type 4 x x = Total Aopaque roof 26. 10115 Total 27. 53539 Skylight Surface Shading Type Area, ft2 Coefficient Type 1 x ( 138 x ) _ Type 2 x ( 138 x ) _ Type 3 x ( 138 x ) _ Total Askylight 28• N/A Total29A. N/A Summer U-Value e T N/A x ( x 1 =Total 29B. line 28 Total Aor 30 10115 Total Cooling 31. 53539 line 26 + 28 27 + 29A + 29B prnor = 53539 - 10115 = 35. 5.3 line 31 line 30 OT Vor Actual From Table 5.2: 8.5 OTTVor Allowed HEATING DESIGN Uo AVERAGING* (Sec. 502.2(a)) U Envelope Allowable (take U values from Table 5-2): (0.37x 10118 )+(0.10X 10115 )+( x N/A ) Uow Aow (line 7) Uor Aor (line 23) Uof Aof (line 33) 20233 0.24 AE (line 7 + line 23 + line 33) . U Envelope Actual (use actual calculated U values): = UE Allowed ( 0.93 x 10118 )+( .067 x 10115 )+(—x N/A_) U'ow (line 9) Aow (line 7) U'or (line 25) Aor (line 23) U'of (line 35) Aof (line 33) 20233 0.08 AE (line 7 + line 23 + line 33) = UE Actual *Cooling OTTVs may not be averaged. WALL R-VALUES BUILDING COMPONENT DESCRIPTION WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 WALL TYPE 5 Exterior air film 0.17 Stucco Block 4" face brick 0.44 Stud Fining strip Insulation 6" batt 19.0 Wall board 5 8" gypsum 0-56 Solid Other 112" sheathing 1.22 Other Other Interior air film 0.68 R TOTAL 22.07 U = 1/R 0.045 AREA 9132 Weight (Ib/.sq. It.) IF FRAME: Size x Inches O.C. ROOF/CEILING R-VALUES BUILDING COMPONENT DESCRIPTION ROOF TYPE 1 ROOF TYPE 2 ROOF TYPE 3 ROOF TYPE 4 ROOF TYPE 5 Room air film - 0.61 Wall board Acous . Tile 1.35 Truss Insulation 1" board 5.0 Other airs ace 0.93 Other 5" concrete 1.0 Other 4" insul co cr 5.60 Other B.U. Roof 0.33 Outside air film 0.17 R TOTAL 14.99 U = 1/R 0.067 AREA (sq. It.) 10115 U=TC IF FRAME: Size x Inches O.C. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING. CONSTRUCTION FORM 500-A-91 SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Non-Residentlal Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential Buildings over 3 stories ALL CLIMATE ZONES PROJECT NAME: Central FL Regional Hospital ZONE: 5 ADDRESS: 1401 I9est Seminole Boulevard BUILDING CLASSIFICATIONS : Institutional-GRP I CITY ZIP CODE: .Sanford 32771 BUILDING PERMIT NO.: . BUILDER: PERMITTING OFFICE: Sarfford OWNER: Hospital Corporation of America JURISDICTION NO.: 691500 BUILDING INFORMATION WALLSIREA ROOF/CEILING FLOORS DOORS GLASS TYPE U TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA Concrete (CBS)Under Wood frame Metal frame Insulation R-value attic Single Assembly Other: Insulation R-value Slab -on -grade Raised Wood Raised concrete Insulation R-value jQ jfj Wood Metal Insulated Other N/A single, well Double, wall Single, roof Double, roof 1 2. $ SYSTEMS INFORMATION AIR CONDITIONER * HEATING SYSTEM dFk HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE Unitary & Heat Pump Central & Heat Pump ** Existing DOile s Electric <65.000Btu/h SEER <65,000Btu lh HSPF Resistance ❑ ❑ > 65.000 Btu/h COP Dedicated Heat Pump zs5.000 Btu h EER ----- IPLv _ Water cooled COP Gas Water Cooled EER IPLV Evaporallvely cooled COP Natural ❑ Evaporatively Cooled EER Electric resistance COP LPG ❑ PTAC EER Gas/Oil (circle one) Oil ❑ Chillers COP IPLV < 225,0001300,000 Btu/h AFUE Btu E HRU EXiSt-inq ❑ * EX1St]Sl ((:letters 225,000/300,000 t Other: Other: LIGHTING Lighting Budget (from Table 5-13): Total Lighting Wattage 25840 4- Total Conditioned Floor Area 13140 = Watls/sq. It: 1.97 PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 502.4 Maximum of .37 cfm per linear foot of operable sash crack. X Doors 502.4 Maximum of 1.25 cfm per square foot of door area. X Joints/Cracks 502.4 To be caulked, gasketed, weatherstripped or otherwise sealed. X Reheat 503.3 Supply air restricted to set cold/hot deck temperature to meet load of worst case zone. Resistance reheat prohibited. X Ventilation 503.4 Supplied with readily accessible switch for shut-off and/or volume reduction when ventilation Is not required. X HVAC Efficiency 503.4 Minimum efficiencies -Heating: Tables 5-4, 5-5 & 5-6. Cooling: Tables 5-7A, 5.7B, 5-8 & 5.9. X Transport Energy 503.5 Minimum of 8.0. X Balancing 503.6 Provide means for balancing HVAC air system & water distributions stem. X HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each system. X HVAC Ducts 503.8 Air ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, 503.9 insulated and installed in accordance with the criteria of sections 503.8, 503.9 and 503.10. X 503.10 Piping Insulation 503.11 In accordance with Table 5-10. Water Heaters 504.2 Automatic electric storage water heaters 5120 gallons and gas &oil -fired storage water heaters < 75,000 Btu/h shall meet performance minimums in Table 5-11. Larger sized water heaters shall N/A meet minimums in Table 11-1 of Standard RS-9 after 1/1/92 Swimming Pools 504.2 Spas & heated pools must have covers. Non-commercial pools must have pump timer. N/A & Spas Gas spa & pool heaters must have minimum thermal efficiency of 78 % . Hot Water Pipe 504.4 Piping heat loss is limited to 17.5 Btu/h linear foot of pipe for recirculating systems (see Table 5.12). Insulation X Water Fixtures 504.5 _ Water flow restricted to maximum of 3 gprn at 80 psig: toilols maximum 3.5 gallon flush. X Public lavatory fixture maximum Ilow of .5 gpm or .5 gallon if has soil -closing valve. Lighting 505.1 1 Lighting power budgets are listed in Table 5.13. Minimum Ballast Efficacy Factors are listed in Table 5-14. X Uo wall Allowable Uo wall Actual O 1 It complying under the provisions of S. 502.1, enter the combined Uo values for the entire envelope Uo roof/ceiling Allowable -0 10 Uo roof Iceiling Actual Uo floor Allowable N/A Uo floor Actual PA n This section. Uo envelope Allowable O. 21 Uo envelope Actual 0.08 OTTV wall Allowable OTTV roollceilinq Allowable OTTV wall Actual OTTV roof/ceilinq Actual Compliance with Sec^.ion 5- was demonstrated by a Prescriptive Measures methodology: ❑508;0 (A) Eip,tao is'd',commercial buildings 508.0 (b) Skyboxes or sports stadium buildings less than-=i'OO square feet. that are used only seasonally. I hereby certify that the plans and s�ociIic lions overed by the calculation are in compliance Review of plans and specifications covered by this calculation indicates compliance with the with the Florida Ene� der.* to , e t of my knowled e Florida Energy Code. Beloro construction is completed, this buildig9 will b d for /"`�' ?! _ 71� in accordant on 553.9081F.S. PREPARED BY: r DATE: compliance I hereby cosily Iharthis b g is i compile with th lorida Energy Code. BUILDING OF C��y.�j i OWNER/AGENT: ...._.. _.___\ _DATE:-.f=. T_1.` DATE: SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-A-91 Florida Energy Efficiency Code for Building Construction HEATING DESIGN Uo - WALLS Wall Surface Winter Totals Type Area, ft' U-Value Type 1 7306 x 0.045 = 328.8 Type 2 x = Type 3 x = Type 4 x = Type 5 x = Total Awall 1. 7306 Total 2. 328.8 Door Surface Winter Type Area, ft' U•Value Type 1 x = Type 2 x = Type 3 x = Total Adoor 3. N/A Total 4. N/A Glazing . Surface Winter Type Area, ft' U-Value Type 1 1072 x 0.54 = 578.9 Type 2 x = Type 3 x = Total Aglazing 5. 1072 Total 6. 578.9 Total Total .Aow 7. 8378 ft' Heating 8. 907.7 line 1+3+5 line 2+4+6 I' Uow 907.7 - 8378 = g_ 0.11 line 8 line 7 Uow Actual From Table 5-2: 0.37 Uow Allowed COOLING DESIGN OTTV - WALLS Wall Surface Summer TDeq Totals Type Area, ft' U-Value '(See Table 5306) 7306 0.045 9863 Type 1 x x = Type 2 x x = Type 3 x x = Type 4 x x = Type 5 x x = Total Awall 10. 7306 Total 11. 9863 Door Surface Summer TDeq Type Area, ft' U•Value Type 1 x x = Type 2 x x = Type 3 x x = Total Adoor 12. N/A Total 13. N/A Glazing Orient. Surface OSF Shading (N, S, E, etc.) Area, ft' Coefficient E 709 x( 146 x .54 )= 55898 S 75 x ( 142 x .54 ) = 5751 W 288 x ( 146 x .54 ) = 22706 x ( x )_ x ( x )_ x ( x )_ Total Aglazing 14. 1072 Total15A. 84355 Summer U-Value AT 1072 x 0.045 x 20 ) = Total 15B. 964.8 line 14 Total Aow 16. 8378 Total Cooling 17. 95182.8 10+12+14 11 + 13 + 15A + 15B OTTVow = 95182.8 - 8378 = 18. 11.4 line 17 line 16 OTTVow Actual From Table 5-2: 30.3 OTTVow Allowed Roof Type Type 1 Type 2 Type 3 Type 4 Total Aopaque roof Skylight Type Type 1 Type 2 Type 3 Total Askylight Total Aor L� HEATING DESIGN Uo — ROOF Surface Winter Area, ft2 U•Value 13140 x 0.062 = x = x — x — 19. 13140 Surface Winter Area, ft2 U-Value x — x — x = Totals 815 Total 20. 815 21. N/A Total 22. N/A 23. 13140 ft2 Total Heating 24. 815 line 19 + 21 line 20 + 22 815 — 13140 = 25. 0.062 line 24 line 23 Uor Actual From Table 5-2: 0.10 Uor Allowed HEATING DESIGN Uo — FLOOR Floor Surface Winter Totals Type ° Area, ft2 U-Value Type 1 x Type 2 x Type 3 x Type 4 x Total Afloor 33. ft2 Uof = — — line 34 line 33 Total Heating 34. _ = 35. N/A Uof Actual From Table 5-2: N/A Uof Allowed Roof Type Type 1 Type 2 Type 3 Type 4 Total Aopaque roof COOLING DESIGN OTTV — ROOF (If skylights used) Surface Summer TDegr Totals Area, ft2 U•Value (See Fig. 5.1) 13140 x 0.062 x 79 = 64360 x x = x x = x x = 26. 13140 Skylight Surface Type Area, ft2 Type 1 x Type 2 x Type 3 x Total Askylight 28• N/A Summer U-Value x Total 27. 64360 Shading Coefficient (138x )_ ( 138 x ) _ (138 x ) _ Total29A. N/A AT x ) = Total 29B. N/A line 28 Total Aor 30 13140 Total Cooling 31. 64360 line 26 + 28 27 + 29A + 29B Ornor = 64360 _ 13140 = 32. 4.90 line 31 line 30 OTTVor Actual From Table 5-2: 0.5 VI 1 vor FIIIVW— HEATING DESIGN Uo AVERAGING* (Sec. 502.2(a)) U Envelope Allowable (take U values from Table 5-2): (0-37 x 8378 ) + (0.10 x 13140 ) + ( x N/A ) Uow Aor,,, (line 7) Uor Aor (line 23) Uof Aof (line 33) 21518 0.21 AE (line 7 + line 23 + line 33) U Envelope Actual (use actual calculated U values): = UE Allowed ( 0.11 x 8378 )+( 0.062 x 13140 )+(—x N A ) U'ow (line 9) Aow (line 7) U'or (line 25) Aor (line 23) U'of (line 35) Aof (line 33) 21518 0.08 AE (line 7 + line 23 + line 33) = UE Actual 'Cooling OTTVs may not be averaged. WALL R-VALUES BUILDING COMPONENT DESCRIPTION WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 WALL TYPE 5 Exterior air film 0.17 Stucco Block 4" FACE BR. 0.44 Stud Firring strip Insulation 6" MW 19.00 Wall board 5 8 0.56 Solid Other ATffmG CNF 1.22 Other Other Interior air film 0.68 R TOTAL 22.07 U = 11R 0.045 AREA 7306 Weight (lb/sq. ft.) IF FRAME: Size x Inches O.C. ROOF/CEILING R-VALUES BUILDING COMPONENT DESCRIPTION ROOF TYPE 1 ROOF TYPE 2 ROOF TYPE 3 ROOF TYPE 4 ROOF TYPE 5 Room air film 0.61 Wall board AOC)US- mrr.T 1. 35 Truss Insulation 21' BOOM 10.00 Other AIR SPACE 0.77 Other METAL DECK — Other N�A 2.80 Other BUIUr UP 0.33 Outside air film 0.17 R TOTAL 16.03 U=11R 0.062 AREA (sq. ft.) 13140 Fu = TC IF FRAME: Size x Inches O.C. *^ CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that 1401 W SEMINOLE To At •t�nr>(1 ylpcxr� for which permit sus-00000059 has heretofore been issued on 1QZ2Q4A2 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the _City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATA APPROVAL BUILDING: FIRE: n /^ Finaled Inspected . � I� 133 ZONING: w Inspected UTILITIES: Water Sewer Lines In Lines In .r'1 Meter Set tJJ� O ! Sewer Tap S 3 Reclaimed,, Water ENGINEERING: Street -.. r /"� G!C Drainage Paved Maintenance ��.•- 4 :�z,r, 4' �� Bond C PUBLIC WORKS: ` Street Name Street Signs Lights Storm Sewer A Driveway -� Street Work i FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES folac)/gz e6e_" yJt � 173V E5/J�%Sa 74a &4'9 - 71:56 APPLICATION FEE -BUILDING 10/20/92 10.00 FIRE IMPACT - NONRESIDENT 10/20/92 532.27 FIRE INSPECTION -NEW CONST 10/20/92 348.96 POLICE IMPACT - NONRESDNT 10/20/92 1356.43 RADON GAS TAX FEE 10/20/92 171-70_ ROAD IMPACT FEES 10/20/92 22904.78- I OWNER i .y BUILDI OFFICIAL / DATE 7 LM160I01 CITY OF SANFORD 6/14/93 Location Misc. Information Inquiry 8:59:41 Location ID . _ . . . . : PARCEL NUMBER . . . . . : Alternate location ID . . Address . . . . . . . . Owner name . . . . . . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 115 01011100 1401 W SEMINOLE BL Freeform information WATER GRWTH $ 975.00 REC#1696 7-31-92 SEWER DEV. $18700.00 REC#1734 10/20/92 WATER DEV. $7150.00 REC#1734 10/20/92 F1=Exit F2=Cancel FS=Display Special Notes LM160I01 CITY OF SANFORD Location Misc. Information Inquiry Location ID . . . . . . : PARCEL NUMBER . . . . . : Alternate location ID . . Address . . . . . . . . . Owner name . . . . . . . : Type options, press Enter. S=View detail Opt Description .CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES OPP SIDE OF STREET RC EARLY APPLICANT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 115 01011100 1401 W SEMINOLE BL Freeform information PD SW GROWTH FEE $1700.00 ON 09/30/87 PD WA GROWTH FEE $650.00 ON 09/30/87 GROWTH FEE RECEIPT 00508 OPP SIDE OF STREET EARLY APP (CENTRAL FLA_ REGIONAL HOSP.) SEW GROWTH FOR ADDITION $19550.00 REC #01493 6/26/91 WATER GROWTH FOR ADDITION $7475.00 REC #01493 6/26/91 SEWER GRWTH $2550.00 REC#1696 7-31-92 F1=Exit F2=Cancel FS=Display Special Notes 6/14/93 8:59:41 s I � I • I . 31-IVAI Till U z Z w x a >> I Q °- pC S FS moue- o� [Q�iVDVA) IaMIS NOL IfIA oS 1 WsrPK..s- C�-- 1/21/93 C I T Y O F S A N F 0 R D BUILDING PERMITS 300 N. PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 1 APP TYPE: ROOFING APPLICATION PARCEL #: - - :LOCATION: 1401 W SEMINOLE BL ;OWNER: CENTRAL FLA REGIONAL HOSPITAL ADDRESS: 1401 W SEMINOLE BV j SANFORD FL 32771 ,PHONE: CONTRACTOR:APPLIED RITE INC 'ADDRESS: OLSON, CARL/CERT ROOF CONTRACT 200 N ELM AV SANFORD FL 32771 PHONE: 407 000-0000 CERTIFICATION #: FEES CHARGED DATE FEES PAID -------------- ---------- -------------- PERMIT #: 93-00000514 000 000 RFNC TYPE: ROOF PERMIT - NEW/ALTER CMMCL. ISSUED DATE: 1/21/93 VOID DATE: 7/20/93 ROOF PERMIT - NEW/ALTER CMMCL. PMT FE 10.00 1/21/93 10.00 APP FEES: APPLICATION FEE -BUILDING 10.00 1/21/93 10.00 TOTAL FEES: $20.00 $20.00 ,RECEIPT #: r APPROVED BY: SIGNATURE: .P FAILURE TO COMPLY WITH MECHANIC'S LIEN LAW CAN RESULT 1T/,HE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. v NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS PERMIT NUMBER q' -`5-1 Total Contract Price of, Job �j (gon : 0-0 Total Sq. Ft. /gl.6D(D_ Describe Work Type of Construction Number of Stories Occupancy: Residential '�,,,�1� a &-h Flood . Prone (YES) er of Dwellings Zoning _ Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I . D. NUMBER �� - �� - �� � C i ]--0CX':J � —C) --C) OWNER ADDRESS CITY\' TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE PHONE NUMBER �) - q�0 ZIP ZIP ZIP ZIP CONTRACTOR � PHONE NUMBER��j'�� ADDRESS ] ST. LICENSE NUMBER �� 0(4`7 L?(4 CITY STATE ` ZIP -3z Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. I 1V Q H ' U 0 4-3 a o a 3 - o Q E a44 Z o H H ro w a o u o ro m o I +J s4 a 0 N � Z w N .CCEPTANCE OF PERMIT IS VERIFICATION THAT I THE WILL NOTIFY THE OWNER OF THE PROPERTY OF REQUIREMENTS OF FLORIDA LIEN LAW, FS713. h7 Z (n° ��- m o a N Sig ature of Owner/Agent & Date g ature of Contractor & Date 0 a'<! r use I la /nCt es l-,.1/-Ci3 H H H Type or Print Owner/Agent Name Type or Print Contractor's Name • � t7 x z ignature of Notary &,Date Si d p. 11�� �* p� f is FFI IAL �EAL ( �. MUSE - •+'� Elizabeth Irene Fultz NOTARY PUBLIC, STATE OF FLORIDA � �� My Commission Expires iViY MISSION # OC1�32860 C � J July 22, 1996 *� Comm. No. CC 217263 EXPIRES: " s {~;, I�3cS: Augu.,t 4,19�35 ro n 0 4 ***** Application A roved SY Date: FEES: Buildin Radon Vlpoiice Fi e Open Space Road Impact Applicatior AD PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER). PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) _ **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE Form A205 General Power of Attorney GENERAL POWER OF ATTORNEY (With Durable Provision) . TO ALL PERSONS, be it known, that Carl A. Olson of the undersigned Grantor, do hereby make and grant a general power of attorney to Dr u s i l l a Mathes Of and do thereupon constitute and appoint said individual as my attorney -in -fact. My attorney -in -fact shall have full powers and authority to do and undertake all acts on my behalf that I could do personally, with full power of substitution and revocation, including but not limited by said authority the right to sell, deed, buy, trade, lease, mortgage, assign, rent or dispose of any of my present or future real or personal property; the right to execute, accept, undertake and perform any and all contracts in my name; the right to deposit, endorse, or withdraw funds to or from any of my bank accounts, depositories or safe deposit box; the right to borrow, lend, invest or reinvest funds on any terms; the right to initiate, defend, commence or settle legal actions on my behalf, the right to vote (in person or by proxy) any shares or beneficial interest in any entity, and the right to retain any accountant, attorney or other advisor deemed necessary to protect my interests generally or relative to any foregoing unlimited power. My attorney -in -fact hereby accepts this appointment subject to its terms and agrees to act and perform in said fiduciary capacity consistent with my best interests as he in his best discretion deems advisable, and I affirm and ratify all acts so undertaken. Special durable provisions: This power of attorney X shall be revoked upon shall not be affected by disability of the Grantor, and shall otherwise continue in full force and effect until revoked by subsequent writing become null and void after date of termination of , 19 (initial provisions which apply). Employment with Applied Rite, Inc. Other terms: For pulling roofing permits or signing lien releases Signed under seal this 5th day of January , 19 93 Signed in the presence of: Diane Olson Carl A. Olson -- c �QAJJ avi Theresa Morrison to ey-in-FactDrusilla Mathes Note: Delete powers that do not apply Stateof Florida County of Seminole SS. January 5th , 19 93 Then personally appeared , the above named, Grantor who known to me, signed or acknowledged the foregoing executed Power of Attorney as his or her Gee act and deed, before me. Noiar ublic My Commission Expires: �•`` r • •• Elizabeth 'ALIreSEA Fultz 0 53926 20022 i f } My Commission Expires c. E-Z Legal Forms L » '» July 22, 1996 Comm. No. CC 217263 E-Z Legal Form A205 GENERAL POWER OF ATTORNEY DATED: E< - b STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 November 17, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition PART B - OPEN HEART SURGERY Log -No. H-420-D / CON No. 5696 Dear Ms. Lamberth: The Addendum 3 and your response dated September 28, 1992, received September 29, 1992, for the project referenced above have been reviewed and are approved subject to the enclosed comments. Your response to these comments in the form of addenda or change orders as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b... (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your resubmission constitutes a record public document, proper signing, sealing and dating by each design professional is required. 2721 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 I-AW ION CHII.FS. GOVERNOR Ms. Cathy Lamberth Gresham, Smith and Partners November 17, 1992 Page Two Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition PART B - OPEN HEART SURGERY Log No. H-420-D / CON No. 5696 You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Since ly, ,� /S ep en P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART B - OPEN HEART SURGERY LOG NO. H-420-D / CON NO. 5696 NOVEMBER 17, 1992 ARCHITECTURAL Approved without comment. DHP/sl MECHANICAL Approved without comment. JES/sl FIRE PROTECTION No comments. ELECTRICAL The revised construction document review letter was dated September 17, 1992. The response dated September 28, 1992 satisfies the requirements of this office with the following exception(s). Sheet E2.3: E-10 Provide a life safety branch power connection for lighting in the surgical corridor. Provide a power connection between life safety lighting in Corridor 1-0421 and the surgical corridor. E-11 Provide a critical branch power connection for lighting at Scrub 1-0410. Provide a power circuit identified by panel and circuit number. E-12 Sheet E2.4: Relocate the operating room distribution panels from the Sterile Corridor 1-0404. Remove the panels from the corridor: _- ^r.•..n._ Page 1 of 2 CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART B - OPEN HEART SURGERY LOG NO. H-420-D / CON NO. 5696 NOVEMBER 17, 1992 E-15 Sheet CM2.1: Provide a critical branch circuit for the nurse call/code blue system. EWC/sl The circuits are not shown on the drawing or the panel schedule. Page 2 of 2 STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 January 29, 1993 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Part B - Open Heart Surgery Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: The coordination study, received December 2, 1992, for the project referenced above has been reviewed and is approved subject to the enclosed comments. Your response to these comments in the form of addenda or change orders as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and. d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your resubmission constitutes a record public document, proper signing, sealing and dating by each design professional is required. 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 t Ms. Cathy Lamberth Gresham, Smith and Partners January 29, 1993 Page Two Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Part B - Open Heart Surgery Log No. H-420-D / CON No. 5696 You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, hteen P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence F. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART B - OPEN HEART SURGERY LOG NO. H-420-D / CON NO. 5696 JANUARY 29, 1993 ARCHITECTURAL No comments. MECHANICAL No comments. FIRE PROTECTION No comments. ELECTRICAL Comment(s) remain outstanding from previous AHCA review letters. Please submit your response in the form of revised construction documents, addenda, change orders or field directives, as appropriate, which are properly signed, sealed and dated by the responsible professional of record. This project cannot be completed without acceptable responses to the review comments. Not responding may adversely affect the final approval of this project. The following comment(s) remain outstanding from previous review letters: Comment Numbers E-10, E-11, E-12 and E-15. New Comment: E-16 Provide a 1-line diagram with node or circuit breaker identifications coordinated with the time -current curves. EWC/sl Page 1 of 1 CITY OF SANFORD FIRE.DEPARTMENT FEES FOR SERVICES PHONE fit• 407-322-4952 DATE: Z PERMIT #: BUSINESS ADDRESS: PHONE NU PLANS REVIEW ❑ TENT PERMIT ❑ BURN PERMIT ❑ REINSPECTION ❑ TANK PERMIT ❑ FIRE SYSTEM AMOUNT $ SD COMMENTS: Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. �3I certify that the above Q S information is true and i correct and that I will l comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention A 1 cants ig ure Permit Number: Tax Parcel Number: `,PERMIT APPLICATION �Affam � Total Contract Price of Job'! �00, Describe Work: In all Type of Construction: Zoning: Number of Stories: _ Total Sq. Ft: U$ e of Build.ing.:. Total Land Area: _ _ - Number of Dwellings: Fees: Building: a. 3 00 Radon Gas: _ _ Open Space: Police Impact: Fire Impact: Appl, Fee: LC)•Q� Owner's Name Owner's Address Fee Simple Titleholder's Name & Address (If other than owner) City State Contractor's Name Contractor's Address City (—.o State Job .Name Aco ikl Job Address iw City _ r — Legal Description Bonding Company_ Bonding Company Address City Zip Zip_a�qS-D--Telephone 6 d�bo County -_--- ate Arch itect/Engineer Is Name_ Architect/Engineer's Address _ City ate Zi.p Mortgage Lender's Name_ Mortgage Lender's Address City e Zip Application is hereby made tc) obtain a permit to do the work and installations as indicated. I certify that no work or _ installation has commenced prior to the issuance of a perm[f Ind. that all work will be performed to meet the standards_ of all laws regulating 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 AI_R__ CONDITIONERS, ROOFING, ETC. OWNER'S AFFIDAVIT:'I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS'TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH Y ATTORNEY BEFORE RECORDING YOUR'NOTICE OF gDMMENCEMENT Signature Zr,— U' aa:j��Z owner or Agent Date 1 � 15-19 3 Sworn to and subscr' ed before me this _lh'• day of 19q.-A . •' 'b• t.Notary Public, State of Florida ,iji/i - 'arMi-631tv ( a s to O �j Comm. E"a Sept. 21� 199s Comm. No. CC 229863 My Commipires : ---7-.)- Signature Contracto Date Sworn to and subscribed befoi;eI_me this 15� o ..1((A Ct 01 kA4 19 . Notary lic P (as t oG?.. a�ctrpi�ub�ic, S'.a'e of Florida My Co r is s i n EWP1lRt8s$tAlTH My Comm. Exp. Aug. 17. 1996 �'F oc'Fi°P Comm. No. CC 221987 (Certificate of Competency Holder) Contractors State Certification or Registration No: Sqq -000Iq Contractors Certificate of Competency No. APPLICATION ACCEPTED BY: APPLICATION APPROVED BY: Permit Officer Permit Validation: Check Cash Date / S-l3 Byp 7-1 COMMENTS: ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN. OFFICE) � p P.O. BOX 520160 0 LONGWOOD, FLORIDA 32752-0160 ❑ PHONE (407) 831-3414 U FAX (407) 831-5740 HCA Hospital Sanford, FL System #1 Our T & M No. 23220 FIRE PROTECTION BY COMPUTER DESIGN !!!! !! !! .r0: :0:)>))VVV((((:0: :0:. (00) 100) (00) ,!!!!!! (00) (00) (00) (000) (000) (000) ! ! !! ! ! ! (000) (000) (000) @WWyNWW WNWWWWW WWWWWWW WWWWWWW ^ NWWWWWW ^ WWWW�WW WWWWWHW ^^ WWWWWWW ^^ WWWWWWW WWWWWWW ^^^ WWWWWWW ^^^ WWNWWWW WWWWWWW ^ ^^^^^^ ^ WWWWWWW ^ ^^^^^^ ^ WWWWWWW WWWWWWW ^^ ^^^^^ ^^ WWWWWWW ^^ ^^^^^ ^^ WWWWWWW WWWHWWW ^^^ ^^^^^ ^^^ WWAWWWW ^^^ ^^^^^ ^^^ WWwWWwW WWWWWWW ~^^^^^^^^^^^ WWWWWWW ^^^^^^^^^^^^ WWWWWWW WyWWHWW ^^^^^^^^^^^ WWWWWWW ^^^^^^^^^^^ WWWWWWW WWNWWWW ^^^^^^^^^^ WWW WWW ^^^^^^^^^^ WNWWWWW WWWWWWWHWWWWWWWWWWWW WWWWWWWWWWWWWyWWWWWW WWNIII WWWNWWWWWWWWWW WWWWWANWWWWWWWWWWW WWWWWWWWWWNWWWWW WWWWUWWWWWWWWWW FIRE TURNS US ON * WIGINTON FIRE SPRIN|<LERS, INC' * * 1040 S.E. LAKE ST. * * * * LONGWOOD, FL 32752-0160 * * 407-831-3414 * «***********************************pp********************************* * CONTRACTOR WIGINTON FIRE SPRINKLERS, INC. * * NAME HCA HOSPITAL - SnHFORD * * LOCATION 1401 W. SEMINOLE BLVD. * * SYSTEM NO. 1 * * CDNTRACT ND. TM 23220 * *******************************************p*************************** '. I' ---? HYDRAULIC DESIGN INFORMATION SHEEl NAME - HCA HOSPITAL - SANFORD DATE - 11-30-92 LOCATION - 1401 W. SEMINOLE BLVD. BUILDING - OPEN HEART 8 S.I.C.U. ADDITION SYSTEM NO. - 1 CONTRACTOR - WIGIN7ON FIRE SPRINKLERS, INC. CONTRACT NO. - TM 23220 CALCULATED BY - LES JONES DRAWING NO. - 1 OF 2 CONSTRUCTION: ( } COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 8.0 OCCUPANCY - HOSPITAL S ( )NFPA 23 ( )LT' HAZ. ORD'HAZ.GP. (X)1 ( >2 ( )3 ( )EX.HAZ. Y ( )NFPA 231 ( )NFPA 231C FIGURE CURVE S ( }OTHER T (X)SPECIFIC RULING .15/2000 SQ.FT. MADE BY F.M. DATE E-�===��======- =====- ==-====-======== _n=====-=============== = = = = = = = = = = ==== M AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE SPRINKLER/NOZZLE DENS ITY-GPM/Ft^2 .15 (X) WET MAKE RELIABLE D AREA PER SPRfNKLER 130 ( } DRY MODEL O.R. "GFR" E ELEVATION AT HIGHEST OUTLET 12.0 ( ) DELUGE SIZE 1/2" S HOSE ALLOWANCE GPM -INSIDE 100 ( ) PREACTION K-FACTOR 5.6 I RACK SPRINKLER ALLOWANCE 0 ( > OTHER TEMP'RAT.165 G HOSE ALLOWANCE GPM -OUTSIDE 150 - FED FROM CITY SUPPLY N HOSE ALLOWANCE GPM -OUTSIDE 0 - FED FROM PUMP NDTE . ='7=============��==================================================== CALCULATlON GPM REQUIRED 460.76 PSI REQUIRED 105.56 AT FIRE PUMP SUriMARy C-FACTOR USED: OVERHEAD 120 UNDERGROUND W WATER FLOW TEST: PUMP DATA: TANK OR RESERVOIR: A DATE OF TEST 2-12-92 RATED CAP. 1000 CAP, T TIME OF TEST (Tf PSI 81 ELEV. E STATIC (PSI) 67 ELEV. 0 R RESIDUAL (PSI) 43 DDJUSTED RES. PRIES. WELL FLOW (GPM} 870 0 GPM @ PROOF FLOW GPM S ELEVATION 0 0 nSI @ PUMP U ================================================================== P LOCATION EXISTING FIRE PUMP P L SOURCE OF INFORMATION W.F.S. & SMITH,SECKMAN,REID,INC' Y C OMMODITY CLASS LOCATION O STORAGE HT. AREA AISLE W. M STORAGE METHOD: SOLID PILED PALLETIZED M ( ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO, STORAGE ( ) ENCDP. S R ( ) DOUBLE ROW ( ) SLAVE PALLET ( ) SOLID SHELF ( > NON T 0 ( ) MULT, ROW ( ) OPEN SHELF O C ========"=_=========�========== R K FLUE SPACING CLF0RANCE:STORAGE TO CEILING A LONGITLDINOL [R0SVERSE E HORIZONT�L BARRIERS PROVIDED- UHITS -- DIAMETER !INCH) LENGTH <FOOT> FLOW(GPM) PRESSURE (PSI) JOB'' HC[\ |0SPITAL - SANFORD JOB NO- 23220-1 DOTE 113092 PAGE 2 =============================================================================== FITTING NAME TABLE �lB�REV. =================================================== NAME A ALARM VALVE B BUTTERFLY VALVE C VIC. COUPLING AOLL GRV. D DRY VE E 90` STANDARD ELBOW F 45` ELBOW G GATE VALVE H WAFER CAECK VA. I GRUVLOCK GRV. CHECK VA. J CENTRAL SHOTGUN VA. L 90` LONG TURN ELBOW P PREACTIOH/DELUGE VALVE Q DETECTOR CHECK VALVE S SWING CHECK VALVE T TEE or CROSS - FLOW 90' U BUTTERBALL VA, V CPYC TEE BRANCH W CPVC TEE RUN X CPVC ELBOW 90 Y CPVC ELBOW 45 Z CPVC COUPLING JOBp, HCA HOSPITAL - SANFOAD JOB NO- 23220-1 DATE 113092 PAGE 3 HYD' Qa DIA' FITTING PIPE Pt pt. REF "C" or FTNG'S Pe Pv ******* NOTES ****** �OINT =7 ====`====================================================================== Qt Pf/F Eqv. Ln. TOTAL Pf Pn 19.50 1.049 11 5'00 4'50 12.13 12.13 K = 5.6 HEAD C=120 0.00 5.00 0.00 0.00 19.50 0.1242 ___________________________________________________________ 0.00 9.50 1.18 0.00 Vel = 7'24 DROP 19'50 13.31 K = 5.346 _____-_________________________________-________________________________________ 23'85 1.049 IT 5.00 1.83 19.90 19'90 K = K at DROP 1 C=120 0.00 5.00 0.00 0.00 ------------------------ 23.85 0.1800 z_______________________________________________________ 0,00 083 1.23 0.00 Vel 0'00 1'610 IT 8,00 7'50 21'13 21'13 2 C=i20 0.00 8.00 0.00 0.00 ________________________________________________________________________________ 23.85 0'0225 0.00 15.50 0,35 0.00 Vel = 3.76 3 23,85 ' 21,48 K = 5.146 24'44 1.610 IT 8'00 2.58 20.90 20.90 K = K at DROP 4 C~120 0.00 8.00 0.00 0.00 ________________________________________________________________________________ 24'44 0'0226 0.00 10.58 0.24 0.00 Vel 5 24.44 21.14 K = 5.315 ..... ... ... .... ... ..... 19.50 _____..... __ 1'049 .... ..... ______ 1E 2.00 ... ..... ..... .... .... ..... 12.08 ..... ..... ..... ..... .... ________... 13.31 13,31 ... ..... K = ... .... ..... .... _____ K at .... ..... .... ..... ..... ____ DROP 6 C=120 0.00 2.00 0.00 0.00 19.50 _..... ..... _..... ..... 0.1242 ____--- ---- _.... ..... ______ 0'00 ..... 14.08 ... _______... 1.75 .... 0.00 .... .... ..... _ Vel ..... .... __ = .... ... .... _ 7,24 ... ..... ..... __________ 8 19. 50 15.06 K = 5.025 -____'-_______________________________________________-_______________________ 20.17 1.049 IT 5.00 1,25 14.23 14.23 K = K at DROP 7 C=120 0'00 5'00 0.00 0.00 ... ..... ____ 20.17 0.1328 ... ..... ..... ..... ..... 0'00 6.25 0.83 0.00 Vel 19.50 1.300 __..... .... .... ..... 2E _______ 6'00 .... ..... ..... 7-50 ... .... __..... ... ..... ..... 15'06 ________ 15.06 ... ..... ____ ... ..... ..... ..... ..... ____... .... .... B C=120 0.00 6.00 0.00 0.00 39'67 0.1214 0'00 ... ..... _-__..... 13.50 ..... ..... .... __... ..... 1.64 0.00 Vel = 8.51 21.85 1.610 IF 2.00 .... 5.17 ... ___..... ... ____ 16,70 16.70 ..... _..... ..... K = ..... .... .... ... K at .... ..... ..... _.... .... ..... .... ..... ..... ___ DROP 9 C=120 0.00 2'00 0.00 0.00 61.52 ... 0.1297 _..... ... ______ 0'00 ..... ... ___... 7'17 0-93 0.00 Vel .... ... ..... = .... ..... __________ 9.70 .... ..... _..... _ 11 61.52 17'63 K = 14.654 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW _..... .... ___-_.... (GPM) ..... ..... ..... ..... ... ..... PRESSURE ... .... ..... ..... _______-_ (PSI.',, JOB- HCA HOSPITAL - SAMFORD JOB NO- 23220-1 DATE 113092 PAGE 4 UYD' Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ****** POINT =============================================================================== t Pf/F Eqv' Ln. TOTAL Pf Pn 21.87 1.049 It 5.00 0.75 16.74 16.74 K = K at DROP 10 C=120 0.00 5.00 0.00 0.00 _... ..... ..... _..... .... .... ..... 21'87 ... .... ..... ..... __ 0.1547 0.00 5.75 0.89 0'00 Vel 61.52 1.610 IT 8.00 2.92 17.63 .... .... ..... ..... _____________ 17.63 ..... ......... .... .... ... .... ... ... .... 11 C=120 0,00 8.00 0.00 0.00 ... ..... ..... --..... ..... 83'39 -'--------- 0,2261 ... .... ... .... ..... ..... ..... .... .... ..... 0,00 ..... ..... .... ..... ..... ----------------- 10.92 2.47 0.00 ... ..... ..... ..... --..... ..... Vel .... ..... ..... .... .... ----------- ..... ... ..... ... - 12 83.39 20'10 K = 18.599 ________________________________________________________________________________ 21'62 1'049 IT 5'00 1'00 16,35 16'35 K - K at DROP 13 C=120 0.00 5.00 0'00 0.00 21.62 0.1500 0.00 6.00 0'90 0.00 Vel 0.00 _..... .... _..... 1.380 .... ..... ... ..... ____________ 0,00 10.33 ... ..... ..... _____ 17.25 ..... ..... ..... ... ..... ..... 17.25 .... ..... ____ ... ..... ..... ..... .... .... ..... ..... ... _.... ..... ..... ..... ... 14 C=120 0.00 0.00 0.00 0.00 ..... .... ... ___.... ..... 21.62 _______ 0.0396 0,00 ..... 10,33 ... __.... ... _..... .... 0.41 0.00 Vel = 4.64 22.46 1.610 0.00 ..... 6.08 .... ... ___..... ..... 17.66 .... ..... .... __________ 17.66 K = K at .... ..... .... .... .... ... _ DROP 15 C=120 0.00 0.00 0.00 0.00 44.08 0.0690 0.00 6.08 0.42 0.00 Vel = 6.95 _..... ..... ..... __ 17 44-08 18.08 K = 10.366 _____-__-_______________________________________________________________________ 21.91 1,049 IT 5.00 3.38 16.79 16.79 K = K at DROP 16 C=120 0.00 5.00 0.00 0.00 21'91 ... ..... _..... ... _..... ... ..... -_... .... ____ 0'1539 ... ..... 0.00 8.38 1,29 0.00 Vel 44'08 _________ 1'610 IT 8.00 ... ..... .... ..... ..... _..... ..... . 4.79 18.08 ... ..... ..... ..... ________... 18.08 ..... _.... ... ..... ... ..... _..... ..... -.... -.... -__. 17 C=120 0.00 8.00 0.00 0.00 65,99 __..... ____________ 0.1469 ..... ..... ...... 0'00 _..... .... ... ..... ..... ______ 12.79 ..... ... ..... 1.88 ..... ... ... ..... __... ..... ... 0'00 ..... ..... ..... .... ..... ..... Vel ___________ = 10.40 ..... ..... .... ..... .... ..... ____ \8 65.99 19.96 K = 14.770 '-' ---- ' -----------..... 20.06 ..... ... ... ..... 1.049 ... -------------------------------------------------- 0.00 8'00 14.08 14.08 K = K at DROP 19 0=120 0.00 0.00 0.00 0.00 20'06 ------------------------------------------'----------------------------------- 0'1312 0.00 8.00 1,05 0,00 Vel = 7.45 20.79 1.300 3E 9.00 10.92 15'13 15.13 K = K at DROP, 20 C=120 0.00 9.00 0.00 0.00 ' 40.85 -- - -----'---------..... 0.1280 ..... ... .... --- 0'00 ..... .... - ..... ... .... ..... 19.92 ..... ... ..... ..... ..... ..... ..... - 2.55 ..... ..... .... -..... -..... -- 0.00 ..... ... ... ... --- Vel .... ..... .... = 8,76 .... ..... .... ..... -.... .... .... ..... ..... ..... ..... .... ..... ... -- 22 40'85 17.68 K = 9,714 - --'---'----------------------------'-------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) JOm HCn HOSPITAL - SANFORD JOB NO- 23220-1 DATE 113092 PAGE 5� HYD' Qa DIM. FITTING PIPE Pt Pt REF "C" CO- FTNG'S Pe Pv ******* NOTES ****** POINT =============================================================================== Qt Pf/F Eqv. Ln. TOTAL Pf Pn 21.45 1.049 1E 2.00 3.75 16.09 16.09 K = K at DROP 21 C=120 IT 5.00 7.00 0.00 0.00 ____--______________________________________-___________________________________ 21'45 0,1479 0.00 10.75 1.59 0.00 Vel = 7^96 40'85 1-610 IT 8.00 9.21 17.68 17.68 22 C=120 0.00 8.00 0.00 0'00 ..... ..... ..... 62'30 _... .... ..... ..... .... ..... ... --- 0.1324 ... ..... __..... ..... ... __________ 0.00 17.21 ..... .... .... .... ..... .... ..... 2.28 ..... .... ___... ..... ..... ... 0-00 ___________ Vel ..... ..... .... .... ... .... _..... .... ..... ..... ..... ... ____ 23 62.30 19.96 K = 13.945 ________________________________________________________________________________ 22.99 1'3O0 0'00 12'00 18.49 18.49 K = K at DROP 24 C=120 0.00 0-00 0.00 0.00 22,99 0'0441 ... ... ..... __________ 0,00 12.00 0.53 0.00 Vel 23'32 1'610 IT ..... 8.00 ..... ... .... ..... ..... _... .... 4.79 ...... ___..... _____ 19.02 .... .... ..... ... 19.02 ______ K = K at .... .... ..... ..... .... ..... .... ..... ..... ___ DROP 25 C=120 0'00 8.o0 0.00 0.00 4G'31 0.076G 0.00 12.79 ..... ..... .... .... .... 0'98 ___... ..... ... 0.00 ___..... .... Vel = ______________________ 7.30 26 46.31 20.00 K = 10.355 ..... ..... ..... ..... 20.01 _.... _______ 1.049 ..... ..... ____ 0-00 ..... ... ..... _____ 8.00 ..... ..... ..... ______ 14'01 ..... ..... ... 14.01 _______.... K = K at ..... ... ______ DROP ' 27 C=120 0.00 0.00 0.00 0.00 20.01 _..... ..... 0.1300 0.00 8.00 1.04 0.00 Vel = 7.43 ... 20.74 _..... _... .... _____________ 1.380 3E 9.00 .... ..... .... ..... ... _______ 11.92 ..... ..... __... ..... 15'05 ..... ... ---- ... 15.05 ..... .... ... ... _..... K = K ..... ..... at ..... ... ____... ..... _____ DROP 28 C=120 0.00 9.00 0.00 0.00 40.75 0.1281 _... ..... _----____- 0.00 20.92 2.68 0.00 Vel = 8.74 22'51 1'610 IT .... ..... ..... ..... 8,00 ..... ..... _-____-.... 9.21 ... ..... 17'73 ... ____.... 17.73 ..... ..... ..... ..... ____ K = K at .... ..... ..... ..... __'____--� DROP 29 C=120 0.00 8.00 0.00 0.00 63.26 0.1359 0.00 17.21 2.34 ... ......... .... 0.00 ... _____ Vel .... ..... .... .... ..... __ .... ..... ____..... ..... _____ 30 63.26 20.07 K = 14'122 --- ----------... ... 23,29 '-..... ... ..... .... ---- 1.380 ..... ..... ..... --'-- 0.00 ... ..... ... ---------------..... 12.00 18'97 ..... ..... --------------- 18.97 || = K at ... ..... ---- DROP 31 C=120 0.00 0.00 0-00 0.00 23'29 _..... ... _______ 0.0458 0.00 12.00 0.55 0.00 Vel = 5.00 23'61 1.610 IT 8'00 4.79 .... ..... ..... ..... __..... ..... __________ 19.52 19.52 K = K ... ..... at ... .... ... ..... ..... ________ DROP 32 C=120 0.00 8.00 0.00 0.00 _--� 46'90 0.0781 0.00 12.79 1.00 0.00 ... .... ..... ____ Val ... ..... ..... ... -____--_ ..... ... -..... .... 33 46.90 20'52 X = 20'354 ---------'-------'------------------------------------------------------------ UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) -1 JOB'- HCA | HOSPITAL - SANFOla�D JOB NO- 23220-1 DATE 113092 � PAGE 6 ========================================== | !(YD' Qa DIA' FITTING =====================================^ PIPE Pt Pt REF C. o G' Pe ****** NOTES ****** POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pr, =============================================================================== 21,30 1.049 IT 5.00 13.29 15,87 15.87 K = K at DROP 34 C=120 0.00 5.00 0.00 0.00 21.30 _..... .... 0.1465 0.00 18,29 2.68 0.00 Vel = 7.91 � 23.02 ..... _.... ... ______ 1,380 .... ..... IT __..... 6.00 _..... __ ..... ... ..... ... ... _... 7.21 ............. ..... ..... ... ..... .... 18.55 ... ..... .... .... ..... ..... 18.55 _________... K = K at ..... ... ..... _ DROP 35 C=120 0.00 6.00 0.00 0.00 _.... ..... .... 44.32 .... _______ 0.1491 0'00 ..... ..... ..... .... ... 13'21 ___.... ..... _..... .... 1.97 .... ... ... .... ..... ..... ... _..... 0.00 ... ___..... .... Vel = _____ ... ..... ..... 9.51 ..... ..... ..... ________ 33 44.32 20.52 K = 9.785 '---'------- ... '... -202'11 -----.... 2'e35 ..... ..... ------------- 0'00 ..... ... ..... ..... 3'17 ... ..... ..... ..... ..... ... ... ..... ..... 21'40 --..... ..... .... ..... 21'43 .... ... --.... .... .... ..... ..... ... ..... ..... ... -..... ..... ..... ---- 3 C=120 0'00 0.00 0.09 0.00 _______-___-_____-__-__-__-_____-________________________________________--____- -202'11 0.1072 0.00 3'17 -0,34 0.00 Vel = 11.89 24.44 2.635 IF 3,00 9.50 21'14 21.14 5 C=120 0.00 3.00 0.00 0,00 --_--___-_-__-___--... -177'67 0'0832 .... ... ..... __ 0.00 ..... ..... .... .... .... ..... .... 12.50 .... ..... ..... ..... ..... .... 1.04 0.00 Vel = 10.45 83.39 2'635 IF 3,00 ......_.... 2.38 ..... ... -..... .... ... ..... ..... 20.10 ..... ..... ... __.... 20.10 .... ... _.... ..... ..... ..... - ... .... ... ..... ..... - 12 C=120 0.00 3.00 0'00 0.00 -94'28 0.0260 0.00 5'38 -0.14 0.00 Vel 65.99 _.... .... 2.635 .... ..... .... _... ..... _..... 0.00 ..... ___ ..... ..... -..... ..... ... ..... ... 1.17 ..... ..... ..... ... ..... ..... ..... ..... ..... 19.96 ..... .... _... ..... ..... 19.96 _.... ..... .... _..... ..... ..... ..... ... ..... ... __-___--_ 18 C=120 0.00 0-00 0.00 0.00 -28'29 0.0000 0'00 ..... 1.17 0'00 0'00 Vel 62.30 2'635 0.00 ..... 10'21 19.96 �..... .... ..... .... 19.96 ..... ... ... ... ..... ... ..... ... ..... �..... ..... .... ..... .... ..... .... ..... _� 23 C=120 0.00 0.00 0.00 0.00 34,01 ... ..... _�__ 0.0039 0.00 10.21 0.04 0.00 Vel = 2.00 46.30 2.635 0,00 3.54 ..... ..... .... .... ..... ..... ..... 20.00 ... __-___ 20'00 ..... .... ... __..... .... ..... ... ..... - � 26 C=120 0.00 0.00 0'00 0.00 00.31 0'0197 0.00 3154 0.07 0.00 Vel = 4.72 63.27 2,635 0.00 ... ..... _-__-__ 8'00 ... ..... ..... 20'07 ..... ... ..... ..... ___ 20-07 .... ..... ___ ... ..... ..... .... ___..... ... _-____ 30 C=120 0,00 0'00 0.00 0.00 ---- --'----'- 143-58 --'--'-'-'----- 0'0562 0'00 8.00 0'45 0.00 Vel 91.22 2.635 IT 12.00 ------------------------------ 3,50 20'52 20.52 ... ..... .... ..... .... ..... ..... .... ..... -..... .... .... .... ..... .... ..... 33 C=120 0.00 12.00 0.00 0'00 234.80 0.1393 0.00 ..... ..... .... ����� 15'50 ... ..... �� 2.16 ..... ..... ��.... 0.00 Vel = 13.81 0'00 2,635 1L 4.00 103.00 ..... ���� 22.68 ... ..... ..... ... 22.68 �... ..... ... .. ..... .... ..... .... ..... ..... .... ..... .... .... .... ..... ...� 36 C=120 IT 12.00 16.00 0.00 0.00 234.80 0.1397 .... ... ..... 0'00 _____________ 119.00 ..... 16.63 _______ 0.00 ..... ... ... ..... Vel = ..... _..... 13.81 ......... ..... ... ..... ..... ..... ..... ..... .... _.... _ 37 234.80 39'31 K = 37.450 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) ... ..... ___________ PRESSURE CPS!) JOD` HCP,HOSPITAL - SANFORD JOB NO- 23220-1 DATE 113092 PAGE 7 ||YD. Qa DIA. FITTING PIPE Pt Pt PEF "C" or FTN04S Pe Pv ******* NOTES ****** PUINT =============================================================================== Pt Pf/F Eqv. Ln. TOTAL Pf Pr, 225.96 2.635 IT 12.00 21-00 21.48 21.48 3 C=120 0.00 12.00 0.00 0.00 _ _____________________________________________________________________________ 225.96 0.1300 0.00 33.00 4.29 0.00 Vel = 13.29 0,00 2.635 1L 4.00 88.00 25.77 25.77 38 C=120 IT 12.00 16.00 0.00 0.00 225'96 0.1301 0.00 104.00 13.54 0.00 Vel = 13.29 234.80 3,260 2L 10.00 121'00 39'31 39,31 37 C=120 IT 15.00 25.00 0'00 0.00 460.76 0,1724 0.00 146.00 25.18 0.00 Vel = 17'71 0.00 3.260 1L 5.00 65.00 64,49 64.49 ... ... ... .... ... ����..... .... �..... ... ���..... ..... ..... ��- 39 C=120 IT 15.00 20'00 0'00 0.00 -------------'---... 460.76 0.1724 0.00 85.00 14.G6 0.00 Vel = 17.71 0.00 -..... ----------- 3.068 ..... ..... .... 0.00 ... --------..... 50'00 ..... ... -..... -- 79'15 ..... -.... ..... - 79.15 ... -... ..... .... ..... ..... ... --- .... ..... .... ..... .... ... ... ..... ... ..... --- 40 C=120 0.00 0.00 0'00 0.00 ---' --------..... 460.76 ..... .... 0.2316 ----'---'---... 0.00 ..... ... .... 50.00 11.59 0.00 Vel = 20.00 0.00 4.026 4E --- 40.00 ..... .... --------- 90.00 ..... --..... 90,74 ... --... ..... 90'74 -..... ... ... ..... .... ..... ------ ... ..... ..... ..... ..... -.... ..... -- �1 C=120 2T 40.00 80'00 0.00 0.00 460.76 0,0617 0'00 170.00 10.49 0.00 Vel = 11.61 0.00 7'981 _..... 3E ..... ..... ___________________ 54,00 250.00 101.23 ... ..... .... __ 101.23 ... .... .... .... .... ..... ..... ..... ..... .... .... .... ... ..... .... .... _____..... ... 42 C=120 IT 35.00 142.00 3.46 0.00 4G0.76 0'0022 2G 8.00 392.00 0.87 0.00 Vel '---'--------... is 45.00 ..... ------------'--- ... ..... .... ... ... --..... ... .... -.... ..... ..... .... .... .... --------------' PUMP 460.76 105'56 K = 44.G47 �EH�/TY X 0RFA 20V0.09 OVEPAGE = !6�.76 GPM � 16�.76 INSIDE 1:7S OUT�TDE HOSES = 150.00 FLUW �EOrD FOR SYSTEM � 460.76 FLU� �T ��SE OF RTSER = 560'76 �IM FLOH AT BASE OF RISER = 469.76 TDTAL FL�W = 710.76 ST/qIi� PRESSURE = 67,m) RE�Il�UN- PRES�L/RE � 43.0� RE5lDU0L FLOW = FLUq FPDH CI�Y SUPPLY �T 23PSI = 1251 CPH �;�� |�ATINC 81'00 PSI AT 1�00'�0 GPM peEgRF F��M CURVE � TOTAL FLnW � ELEVATION = 0'�0 !-OUT = LEN�TH FACTOR + FLyW PV FLOW VELOCITY 1 7.�81 129 101'00 Q IH 0'�0 0'32 560.76 3.59 2 10'520 140 413,0o Q H 0'0� 0'30 6l0'76 2'25 A��ITIOwOL VALYE LOSS, ETC' = 9'00 9A!�E�Y P�ESSURE AVAILABLE FOR SYSTEM � 1i1.10 OWN ginto�� irm"et ESIM, relmin lens, In . P.O. BOX 520160 ❑ LONGWOOD, FLORIDA 32752.0160 ❑ PHONE (407) 831.3414 O FAX (407) 831.5740 _L D A T A HCA Hospital Sanford, FL Our T & M No. 23220 Aj r e.on y.. name to. C111 'K�� . e.rT.n.•... a w entyuinetd'sprin kler r e. USA=PIPE.,- izf ko Ij y @ iii x k K-� .f� <. f .•� .r'*Y }l�i �` ,< �r �,,�ix�; Yam, ;, r - �'tif i ati', a • rf, t f3' A; J ' * }+ xy+ q •L '•� �:F f L 4. ky Berger makes your sprinkler pipe. purchases easy with: 1. A large inventory of all sizes. 2. Assorted sizes by the truckload. Berger Schedule 10 Lightvvall Wipe. N.P.S. O.D. (In.) I.D. (In.) WALL THICKNESS' (in.) WTJFT. (Ibs.) PCs./ BDL. ASTM A-795 TEST PRESSURE ENDSt 1.250 1.660 1.442 .100 1.01 61 1000 Plain End Only 1.500 1.900 1.682 1108 2.08 61 1000 Plain End Only 2.000 2.375 2.15 .100 2.84 31 1000 . Plain End Only 2.500 2.815 2.636 1120 3.53 31 1000 Plain or Roll Grooved 3.000 3.500 3.266 A20 4.33 31 1000 Plain or Roll Grooved 4.000 4.600 4.260 A 20 5.61 10 1200 Plain or Roll Grooved 5.000 5.563 5.205 134 7.77 10 1200 Plain or Roll Grooved 6.000 6.626 6.357 A34 0.20 10 1000 Plain or Roll Grooved 0.000 8.625 6.250 A88 16.04 6 800 Plain End Only wmpaes wan mr-.r.A. wanoaros (tor sprtntuer application) i Roll grooved subject to avetlability Berger Schedule 40 Pipe. Complies with ASTM A-135NH and A-795NH 1.000 .315 1.040 .133 1.66 61 700 Plain End Only 1.250 1.666 1.380 A46 2.2i 44 1000 Plain End Only 1.500 two 1.6i0 A45 2.72 31 1000 Plain End Only 2.000 2.315 2.06t A 54 3.65 29 1000 Plain End Only Berger Industries, Inc. PIPE PRODUCTS DIVISION 74-16 Grand Avenue, P.O. Box 58, Maspeth, NY 11378, FAX 718-335-6952 Complies with ASTM A-135NH and A-795NH L- 7 PRODUCT DESCRIPTION FlreLockTM products comprise a The Flrelock system provides unique system specifically designed rigidity for valve connections, fire for fire protection services. FireLock mains, long straight runs. Support fittings are a CAD -developed, hydro- and hanging requirements corre- dynamic design which has a shorter spond to NFPA 13 Sprinkler Sys - center -to -end dimension than stan- tems. Angle -pad design permits dard fittings. A noticeable bulge assembly by removing one nut/bolt allows the water to make a smoother and scissoring the housing over gas - turn to maintain the same flow char- ket. This reduces components to acteristics as standard full flow fit- handle during assembly, speeds and tings. eases installation on pipe grooved to FireLock Style 005 rigid coupling Victaulic specifications, has a unique, patented angle -pad FireLock Fittings are designed for design which allows the housings to use exclusively with Style 005 Fire - offset while clamping the grooves. Lock Couplings. Use of other prod - By permitting the housings to slide ucts may result In bolt pad on the angled bolt pads, rigidity Is interference. obtained. MATERIAL SPECIFICATIONS Coupling Housing/Fitting: Ductile Iron Coupling Gasket: conforming to ASTM A-536 Grade "E" (Type A) MM Violet color Coupling Housing/Fitting Coating: code. FireLock products have been Listed Orange enamel by Underwriters LAborstorles Inc. and ❑ Optional: Hot dipped galvanized Approved by Factory Mutual Research for Coupling Bolts/Nuts: Square necked, wet and dry (oil free air) sprinkler services heat treated carbon steel to ASTM A-449 to 175 PSI using the Grade "E" - type A Optional: Zinc plated to ASTM B 633 gasket. For dry services, Victaulic contin-. ues to recommend the use of FlushSealm FLOW DATA gaskets. Frictional Resistance Expressed as equivalent straight pipe — Feet/mm C Frictional Resistance Equiv. Ftlmm Pipe Straight Tee Nom. Size t10-EI. 45-El. No.002 Inches No.001 No.003 Branch Run 2 3.5 1.8 8.5 3.5 I,t 0,2 2.6 1,1 21/? 13, 3 43 1,3 0,7 13 3 5.0 2.6 13.0 5.0 1,5 0,8 4.0 15 4 6.8 3.4 16.0 6.8 2,1 t,0 4,9 2.1 5 8.5 4.2 21.0 8.5 2.6 13 6,4 2,6 6 10.0 5.0 25.0 10.0 3,0 1,5 7,6 3.0 ilrT�A-0 SUBMITTAL Victaulic° FireLockTM System Patented This product shall be manufactured by Vlrlaulic Company of America. All product!r in be Instnlledfil accotdance with current Vlrtnulle Installaflordassembty Instructions. Victaulic reserves the right to change product specifications, deslgns and slnnHntri equinnleni without nntlra and withnnr Inritra . JOB/OWNER CONTRACTOR ENGINEER System No..Submitted by Location Date Spec. Sect. Para. Approved Date FIRELOCK COUPLING STYLE 005 DIMENSIONS - WEIGHTS - PERFORMANCE rM Rated at 175 PSI for wet and dry sprinkler systems; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expan- sion or contraction or angular deflec- tion. Pipe Max. Work Max. End Allow Poll/Nut Coupling Dimensions Approx. Weight X Nominal O.D. Press. Load Pipe Endt No. • Size Y Z Each Inches Size Inches PSI Lbs. Sep. In. Inches Lbs, Inches mm lips N mm mm millimeters Its 2 2.375 60.3 175 1200 775 3450 0.07 1.7 2 V, % x 2 I 3 1476 1.6 811 114 0.1 2,12 2.875 73,0 175 1200 1135 5050 0.07 2 �i x 2'I t 3.91 5.06 1.86 1.9 1,7 99 129 47 0.9 3 O.D. 3.000 76,1 175 1200 1235 5495 0.07 1,7 2. 10 x 63.0 4.10 5.25 1.86 1.9 104 133 47 0.9 3 3.500 175 1685 0.07 2 ale X 2h, 4.54 5.68 1.86 2.1 88.9 1200 7490 1.7 115 144 47 1.0 4 4.500 175 2780 0.16 2 '4 x 21/r 5.71 6.90 2.07 3.1 114,3 1200 t2735 4,1 145 175 53 1,4 0, O.D. 4.250 108,0 175 1200 2482 11045 0.16 4,1 2 10 x 63,0 5.50 6.90 2.07 3.1 140 175 53 1,4 5 5.563 141,3 175 1200 4250 18920 0.18 4,1 2 �h x 2'h 6.85 8.66 2.07 4.5 174 220 53 2,0 5114O.D. 5.250 133,0 175 1200 3785 16845 0.16 4,1 2 12 x7 0 0 6.60 8.66 2.07 4.5 168 220 53 2,0 5'r O.D. z 5.500 139,7 175 1200 4155 18490 0.16 4,1 2.12 x 70,0 6.81 8.66 2.07 4.8 173 220 53 2,2 6 6.625 175 6030 0.18 2 sls x 2'q 7.91 9.72 2.07 5.0 t68,3 1200 26840 4,t 201 247 53 2,3 6'/, O.D. 6.250 159,0 175 1200 5365 23875 0.16 1,1 2.12 x 70,0 7•60 193 9.72 2.07 5.5 a� 247 53 2,5 .. �...�.v .,...,....��w.. .....,�„.y� ore o� ."..-Y „y,a m,u uu nu, pennn expansiorvconnacuon. Metric thread size bolts (plated) are available (color coded gold) for an coupling sizes upon tequeel, Contact Viclaullc for details. FIRELOCK FITTINGS DIMENSIONS- WEIGHTS rot QF1r•el.och 0 90' Elbow - No. 001 5" Elbow - No. 003 Straight Tee - No. 002 Nominal C to E Wgt. Each C to E Wgt. Each C to E Wgl. Each Size Inches Lbs. Inches Lbs. Inches Lbs. Inches mm kg mm kg mm kg 2 2.75 1.7 2.00 1.8 2.75 2.4 70 0,8 51 0,8 70 1,1 2112 3.00 3.1 2.25 2.2 3.00 3.6 76 1 A 57 1,0 76 1.6 3 3.38 4.0 2.50 3.1 3.38 5.3 86 1,8 64 1.4 86 2,4 4 4.00 6.7 3.00 5.6 4.00 8.7 102 3.0 78 2.5 102 3,9 5 4.88 : 12.6 3.25 8.3 4.88 15,7 124 5.7 83 3.8 124 7,1 6 5.50. 18.3 3.50 11.7 5.50 22.7 140 8.3 89 5,3 140 1 10,3 p,ww,e „my rssun in oon pea m,enerence. s ANDARD 0 CAST IRON PIPEFITTINGS CAST IRON FITTINGS SEE PAGE 3 FOR PRESSURE -TEMPERATURE RATINGS. FIGS: ®-► 101 H 102 '�"� . c �. 120 - c A 131 IA 9W ELBOWS, REDUCING FIG. 102 i 90' ELBOWS FIG. 101, RIGHT HAND SIZE WGL I A G 1/4 .2 Win n '/t 6 IA 3 t5/,6 4/16 1/7 .4 1'A 5h 3h .6 15/16 V4 1 .9 1'12 t1/16 11/4 1.5 11/4 1 VIA 1112 2.1 1'5/t6 11/4 2 3.3 21/4 11h 2'12 5.3 21 /i 6 13/4 3 7.7 3/16 2'A6 3'h 10 3'/is 21A 4 13 3Wt6 21Vie 5 21 41/7 3'/4 6 34 5'A 3t1/4 8 66 69/16 514 A a. aC a . _y A _ ...G. 45- ELBOWS • FIG. 120 SIZE WGT. A G 1/4 .2 3/4 3A 3A .3 t3I1s 1/16 314 .5 1 'he 1'A 1.4 15/16 SA 1112 1.9 1'/16 3/4 2 2.9 11 Vie 15/16 2'/2 4.4 1 "1/16 1 3 6.5 23/,6 11/16 3'h 8.1 21/8 15/16 4 12 25iA 11/7 5 20 31/16 1'1/,r 6 28 3'/16 2'/r 8 58 41/16 27/6 $IZE WGT. A 8 G H Ih x 1b .4 I IAA 1 9/16 5A V4 x th 5 1 Vi6 1 v,S SA I'/i6 I x V4 .9 I IA 1 V16 1/16 'A i x 'h .7 1 V4 11/6 V16 1/6 i 114 x 1 1.2 14/ie 1' I/,6 'A 1 1'/4 x V4 1.2 1'/tr, I SA 1/4 11/16 1114 x ,h 1.0 1 S/tr 1112 SA 1 I Ih x 1114 1.9 11-1/1r 17A 1'A 13/16 1'h x 1 1.7 141, 19/16 '5/16 1'A I'h x V4 1.4 1'h 11/4 11/ifi 13/16 11h x 'h 1.4 1 Ih 11/4 'V16 1'/4 2 x 1117 2.6 2 21h6 1'/4 11/7 2 x 11/4 2.4 17A 21/8 1'A 11/16 2 x 1 2.3 11/4 2 1 15/16 2 x '/4 2.1 15/r 2 1/6 11/16 2 x 'h 2.3 1 sh 2 'A 1'h 21h x 2 4.6 21A 2"A 11/1r 17/6 21h x 1'h 3.9 23V56 21/2, 11,14 1 t1/ir 2'h x 11/4 4.0 2V,6 2'12 1'/4 113/16 21h x 1 3.3 1'A 2-'A 15/Ir 1 "A6 3 x 21h 6.5 2'1/m 3 1 t,1/16 21/is 3 x 2 5.4 21h 2'h 1'h 21A 3 x 1Sh 4.7 25/is 213/t6 1Vi6 21A 3 x 1 1/4 4.7 25/t 6 2' 4/, 6 15/16 21A 3'h x 3 8.0 3VI 35/1s 21A 25/4 4 x 3 12 Pig 35/e 23/1s 25A 4 x 2115 10 31/16 3'h 115/16 2,1/16 4 x 2 8 21/4 31/1s 15A 211/16 5 x 4 17 4 41A6 23/4 35/16 6 x 5 28 4541 5 35/16 31/4 6 x 4 23 41A 4'5/m 2t1/Is 3t3/16 6 x 3 25 4'A 4 i5/,s 213/16 315h4 A i_ TEES : FIG. 131 SIZE WGT. A G 114 2 1Vm '/tr 3A .4 15/I r Qll r th .5 1 tl 5� V4 .9 15/1r V4 i 1.4 11/2 1y16 1'h 2.0 IV4 1114 2.8 1 t5/I6 1'/4 2 4.6 2'/4 1'h A SIZE WGT. A G 2'12 6.5 13/� 3 11 2'/16 3'h 12 F 21A 4 19 2' 1Ar 5 32 31/4 6 42 313/16 8 83 6Q/,s 51A 1 CUSS 125 STANDARD 5 CAST IRON PIPE FITTINGS CAST IRON FITTINGS SEE PAGE 3 FOR PRESSURE -TEMPERATURE RATINGS. FIG: so c > 132 ` - 8' 6 Ht 9 H H _i A Straight run, reducing outlet. Red run; other end and outle al. Reduced on run and outlet. TEES, REDUCING • FIG. 132 SIZE WGT. A 6 C 1 G H I SIZE WGT A 8 C G H I '1h x 1/2 x 1/4 .5 11/16 1'/16 1 VI 6 Vt 6 9'16 t VI a 1 1/4 X 'h X 1 I/2 1.8 17/8 1"/16 113/16 1 J/16 13/16 1'/a '/2 X 3A X 'h .6 11A 11/16 1'A 51% "/16 411 1 x 1 X 11/2 2.0 113/16 1'3/16 1 M8 14 11/8 15/16 3'4 X 3'4 X '/2 .8 1 V16 1 Y16 11/4 9% Me 3'4 2 x 2 x 11h 17 2 2 23/16 1 Y4 11/4 11/2 3'4 X 3'4 X 3'e .7 1'/6 1 Y6 1'A 956 1/16 3/4 2 x 2 x 11/4 3.4 11A 1'/a 2'/a I'i 1'/5 1'A6 34 X V'4 X 1/4 .7 11/15 1'/16 11/16 'h 1h 11A° 2 x 2 x 1 2 x 2 X 3/4 3.1 3.0 13/4 15/6 13/4 1'/a 2 2 1 1/8 i 'A 15A6 1'/16 34 X 1/2 X 3/4 .8 19/16 1'/4 1 Y16 3/4 3'4 34 3/4 x '/2 X 1/2 .7 1316 11/8 1'A 5A % 46 2 x 2 x 1/2 2.8 1'h 11h 11A 3/4 3/4 13/8 1h x 'h x 3/4 .7 11/4 11/4 1 V16 3/4 3/4 4b 2 x 1 th x 2 3.8 21/4 23/16 21/4 1'/2 11/2 1'/2 1 x 1 x 3/4 1.2 131, I4t 1'/16 ,/Is ','Is 'A 2 x 11/2 x I'h 3.3 2 11/16 21116 1 11/4 1 11/4 1'/2 1 x 1 x 'h 1.1 11A 1'/4 131 916 9i6 '/6 2 x 11h x 11/4 2 x 11h x 1 3.3 2.6 11/6 13/4 113/16 15A 2'A 2 I'A 1 11/6 15/16 1'/16 15/16 1 x i x 3'e 1.1 1 V16 1 V16 1'/4 44 'h 'i11 1 X 1 X 1/4 1.0 I'IN I IA I V16 7/16 '/16 13/I a 2 x 1112 x 3/4 2.6 15A 1112 2 '/8 ' 3/16 1'./16 1 x 3'4 x 1 1.2 11h 1'/t6 1'/2 Iyj6 '/8 1416 2 X 11h x th 2.4 11h 1'/16 1'h 3/4 3/4 13/8 1 X 34 X 3'4 1.1 13/e 1 V16 1'/16 14i6 34 Ili 2 x 11/4 x 2 -2 3.8 2'h 21/8 21/4 11./2 1'/16 11/2 1 X 3'4 x 1h 1.0 11/4 1 V16 141 `;Ie % 1A x 11/4 X I th 2 x 11/4 x 11/4 3.4 2.9 2 1'A 11/8 13/4 23'16 21A 11/4 I M8 13/16 1'/16 1'h 1'/16 I X 'h x 1 1.1 1'h 13'a 1114 IV16 'A Wia 1 '' x '/z x 3'4 1.0 13% 11/4 11/16 ' 1/te 3/4 1/6 2 x 11/4 x 1 2.5 13/4 19/16 2 1 'A 15/16 1 x 'h x 'h .9 11/4 11A 13b 4,16 % 'A 2 x 1 x 2 3.4 21/4 2 21/4 11/2 15/t6 11/2 3'4 X 3'4 X 1 1 0 17A6 11A6 141 lib 'A 11/16 2 X I x 11/2 3.0 2 113/m 23/1a 11/4 11/6 1'h 'h x 'h x 1 .8 1 ve 131e 11/4 'A 1/8 V15 2 x I x 11/4 2 x I x 1 2.7 2.4 1'A 13/4 111/16 11h 21/9 2 11h 1 1 ' 3/16 1'/16 15/16 1'/4 X 11/4 X 1 1.8 1 `Y16 I V16 I' I/16 '/8 % 1 11/4 X 11/4 X 3'4 1.6 1'/16 1'/16 144 3'4 3/4 11/15 2 x I X 3'4 2.3 15/8 13/8 115/1a 1/16 "/16 13/8 1'/4 x 11/4 x 1h 1.5 1 V16 1456 1'h 4b 41t 1 2 x 3/4 x 2 3.5 21A 2 21A 1'h 1'/16 1'i2 11/4 x 1 x 11/4 1.9 13/4 1 "A6 13/4 V/16 1 11/16 2 x 'h x 2 3.4 21/4 17A 21/4 11h 13/e 1112 1'A X I X 1 1.6 19/16 1'h 111/16 'A '3/ie 1 2 x 1h x 114 l th x l th x 2 3.1 3.3 2 23I18 113/16 23/t6 23/16 2 1'A 1 V2 15/16 1'h 11/2 1'h 1'A x 1 x 3'4 1.4 11A6 135 1 % 3'4 11/te 11/18 11/4 X I X 1/2 1.4 1446 1'/4 11/2 4b 9/16 1 11h x 11/4 x 2 3A 2Ym 21/e 2 1'/2 1'A6 1'/4 1'A X V4 X 11/4 1.9 13'4 14/e I Y4 I VI 1'/16 I V15 I th X I x 2 3.0 23/Ia 2 2 1'/2 15/16 1'A 11/4 x 3/4 X 1 1.6 MIS 1'/16 1' 1/16 'A 'A 1 11/4 x 11/4 x 2 3.0 21/6 21A I'A 1'/16 1'/ 16 1'/8 1'/I X 34 X 31 1.4 1'/16 1416 14e 3'4 34 1'/16 11/4 X I x 2 21h x 21/2 x 2 2.9 6.4 2 23A 2 23/8 17/8 25/1 15/16 1'/16 15/16 1'/16 11/8 1'.18 11/4 X 'h X 1 V4 1.7 13'4 11/2 13/4 11/16 1 11/15 1'/4 x th x 1 1.5 1 Via I3% I' 1/I6 'h '/e 1 21h x 21/2 X I th 5.6 23/16 23/16 21/2 1'/4 1 V4 1 i3/16 1 X I X 1'/4 1.6 1' V16 I "A6 1 V16 I 1 'A 21h x 2112 x 11/4 5.1 21A6 2'/16 2'/16 i'A I'A 13/4 3/4 X 3/4 X 11/4 1.4 1411 1 Ye I'/16 1'/16 11/15 3'4 21/2 x 21/2 x 1 21h x 21h x 3/4 4.7 4.6 1 7 A 13/4 1 7 /a 13/4 2 J A 25/16 IS /16 ' 3/16 /S /16 ' 3/16 11 1 A6 13/4 1'/z x 11h x 1'/4 2.5 1'3/6 113'16 I'A I'A 1'A 13'16 1'/2 X I'h X 1 2.2 13/6 I4i I'316 '4/16 '4/16 11A 21h x 21h x 1.1 4.6 13/4 13/4 25/4 1316 11/16 113/16 1'/2 X 1'/2 X 3'4 2.0 1'h 1'/2 13'4 13'16 ' 3'16 13/6 21h x 2 . x 21h 6.9 211/m 25/a 211/16 13/4 17/e 13/4 1'/2 x 1'/2 x '/2 1.9 17/16 1 VI 1''A6 3'4 3'4 14/10 21h x 2 x 2 5.4 23A 21/4 25/5 17/16 1'h 17/8 1'/2 X 1'A X 1'/2 2.7 1'416 1'/6 I WIG 1'/4 1 Y15 11/1 2'h x 2 x 11/2 21/2 x 2 x 11/4 4.7 4.1 23/6 2'/16 2 1'A 2'/z 21/IB 11/4 11/e 11/4 11/5 1 t3/1s 13/4 1'h X 1'A x 1'A 2.4 1'3/s 13i 1'/b 1'A i 1A6 1316 1112 X 11/4 x 1 2.1 15/e 19/16 113/I6 15/15 'A 11A 21h X 2 x 1 4.2 11/a I Y4 23A 15/16 1 111/16 1'h X 1'A X 3/4 1.8 1'/2 I'/16 I V4 13/15 34 1-VI6 21h X 2 x 3/4 4.2 1'A 13/4 23A 15/16 1 1 t 3/16 1'h X 1'A X '/2 1.7 1'/16 15/16 1 WI 3'4 5/6 13/6 21h x 2 x 1/2 3.7 15/e 1 th 21/4 "A6 3/4 13/4 1'/2 X I X 11/4 2. 11/16 1'3/16 1 i5A8 11i/ 11A 1'/4 21h X 11/2 x 21/2 21h x 11h x 2 6.0 5.1 211A6 23b 21h 23/16 211A6 25/e 13/4 1'Aa I'3/1e 1'/2 13/4 17/8 1'h x 1 x 1'A 2.33 113/I6 1 '1/16b /1s 1' 1'/5 1 1 i16 1'12 X I X 1 1.9 15/8 1'/2 1'316 IS/16 13/16 1'ib 21h x 1112 X 11h 4.4 23/16 11$/16 2'/2 1'A 1'/4 117/16 11/2 X I X 3/4 2.0 15,16 11,12 113/16 I SI6 ' 3/16 1'i 4 21A x 11h x 1 114 4.1 2 V16 1' 3A 6 21/4 1 1/8 11/8 13/4 1'/2 X I X '/2 1.6 17/16 1 V4 111/16 3/4 9/16 1 Y16 21h X 11/4 x 21h --- 5.9 211A6 2'/16 211/16 13/4 13/4 13/4 11/2 X 3/4 X 1'/2 2.3 1 1 S/16 1 Y4 - 111/16 11/4 13/16 1 1A 21h X 11/4 x 2 21h x 11/4 x I th 5.1 4.2 23/e 23/16 2'/8 11/8 29/16 231b 1'A6 1'A 1'/16 13/16 117/16 111/16 11/2 X 3/4 X 1'A 2.0 113/is 15/s I',b 11/e 1'/16 I'Vt6 3A 1 V2 X X 3/4 1.6 11/2 15/16 1'14 "h6 3A 1''VI6 21h X I x 21/2 6.1 211A6 23e 21'A6 13/4 1 "/16 13/4' 1'/2 X 1/2 X 1'/2 2.3 1'Yw I I'A6 I IVia 11/4 1 J/16 1 V4 211 x I x 2 4.5 23A 2 25/e 11A6 15/16 17/8 1'h X '/2 X 1'/4 2.0 11 N 11/2 V/6 1'A I I V16 2'/2 x 3/4 X 21h 5.5 21'A6 i 25/16 21 VI 1 V4 13/4 1 13/4 1'14 X 11A X 1'/2 2.4 1'A 1'A I I V15 14Ia 14,16 156 11A x 1 x 11/1 2.3 11/e 11 V16 1 1'3is I t VIs I ti VA S SS M CAST IRON PIPE FITTINGS CAST IRON SEE PAGE 3 FOR PRESSURE -TEMPERATURE RATINGS. FITTINGS FIGS: 161 162 �J -1-1 I _ ; all C A �F In describing Reducing Crosses the two ends of the run are named first, then the outlets. 1 1/f 2x1yzxIxI 1 1 2 A --J. CROSSES • FIG. SIZE WGT. A G 1.1. 1 Via 3/4 1 1.6 1 Ih ,1/i6 11/4 2.6 11/4 11/16 1'12 3.5 1'S/16 11/4 2 5.1 2'h 11/7, 2117 7.7 211/le 11/4 3 12 31/16 1 21/16 1 4 20 3' ha 211A6 CROSSES. REDUCING • FIG ta7 SIZE WGT. A 8 G H 1 J 1/4 X -h x 'h X 16 .9 1 �5r, 1!•:I 5.fi 5/a 1'e '/a 1'14 X I V4 X I X I 2. I IVIf 1'!/la 7,� ;'a 1 1 1'A X 1'/4 X 1/4 X 1.3 1 :/iR 14 R 1/a V, 11A 1 VI r, 1'h x 1'h x 1';; x 1'h 2.9 111/Ir 1 �•fi 1'/a 14fi 1 !'Ir, I 1/Ir, 2,6 I'lls I' VIf 5 1r 5'Ir I'/fl I I/R x 1'h x VI x 2.2 1!- 11'I Ililr, "/Is 1 b5r, 1 1/7 x 11/4 x t x 1 2.8 15'R I LVl r I Vi r. , V1 r, t va t! p 2 x 2 x 1'/7 x 1'.." 3.9 2 2!/IR 11/1 11/1 i!h i!/7 2 x2 x I1/Ix 11/4 4.0 _3 5 1041 2'A --2— 1'A II/R 1'iir, I'n r, 2 x 2 x 1 x I— 1 14 - 1 1 15%'Ir, ISIIr 2 x 1112 X 1 V4 x 11/4 4 3 11:18 21A 1 I m I Sn 1'iSr, I'Ar 2 x V,h x t x 1 4 0 1 k+ 2 11/i r, 1 15iir 1 S/I r, 21h x 21/$ x 2 x 2 6.5 21'R 25A 1'Ar I'Ar,, 1 ti/a I "/R 2'h x 2'6 x 1',17 x 145 6.1 2'/R 2'::, i?5e 1'S6 i''/16 1" /Ir, I1riF 111,Sr, I' Vifi 21hx2!5x 11Ax 1114 6 3 2!'R 2'.17 1VIA IYIF 1"VI A IIV,f; 21/7 X 21/7 x I x I 8.6 2!/a 2'1,, i't'IF 11/16 1t1/IF 113/IF _ 21/7 x 2 x 2 x 2_ 1.0 =6.4 21/R 2541 I S/R 17/1c I ?/R I "A 2'h x 2 x I'Tx 1 !•5 2'/F 2!17 1?'R 1 YIF 111A 11-1/I6 21,12 x 2 x 1114 x 11/4 6.7 2 !/R 2 !/7 11'P 11/1 F 1 13A F 1 13/I F 21/7 x 2 X I x 1 1.0 TA 2'12 i?'it 1 Vir, 111/16 V-1/16 3 x 3 x 2'h x 2'h 3 14 — TAB VIA 2'iiF 2'/,6 2'/R TA x 3 x 2 x 2 3 3 8.4 2!/7 2"N. I'/7 1'/7 21/16 2!/16 x x 11/7 x 1!11 7.8 2V,F 2'/16 2'1/16 2.'j, 15/IF i VI F I5/16 11/16 2"A 2'/16 2'/R 21/16 3 x 3 x 11A x 11/4 1.9 3 x 3 x i x 1 6.1 2 2"Af, 1 1 2 2 STOCKNAM,VALVES AND,FITTINOS 1 CUSS 125 STANDARD .r CAST IRON PIPE FITTINGS CAST IRON FITTINGS SEE PAGE 3 FOR PRESSURE -TEMPERATURE RATINGS. FIGS: 178 179 _ • FIG. 178 SIZE WGT. M R 3/4 X 'h .4 19/ 16 1/2 1 x 34 .6 1' 1/16 2/16 1 x 1/2 .6 1-Y4 9/16 1'/4 x 1 1.1 21/6 -Y4 11/2 X 11/4 1.5 21/4 1/5 1'h x 1 1.3 21A 1/6 2 x 1'h 2.2 25/16 'A 2 x 11/4 2.3 25/16 'A 2 x 1 2.0 25/16 'A 2 x 3'4 2.0 25/16 1 21/2 x 2 3.3 Ne IYi6 2'/2 x 11h 2.9 2� 1 21h x 1 2.9 25A 1 3 x 21h 4.8 3 11/16 3 x 2 4.3 21A 11/6 3 x 11h 4.? 213/16 1 Lb 4 x 3 8.1 33/s 1'A 4 x 21h 7.7 33/6 15/16 4 x 2 7.3 33/6 11h 5 x 4 12 39/16 13/16 6 x 5 18 313/16 11/4 6 x 4 18 3' 1/16 13A 8 x 6 34 51A 216 REDUCERS, ECCENTRIC FIG. 179 SIZE WGT M R V4 x 1/2 .5 11/2 7/16 1 x 3A .7 13/4 1h 1 x 'h .6 1' 1/16 '/2 11A x 1 1.1 2 5/6 1'A X 3/4 .9 1 i3/16 9/I6 I IA X 14 .9 13/4 9/16 1'12 X VA 1.4 21/16 "A6 1'12 x 1 1.3 2 5A 11/2 X 3/4 1.2 1'A sh 2 x 1'/t 2.0 23/16 19/16 2 x 11/4 2.0 21h 19/16 2 x 1 1.9 21A6 19/16 2 X 3/4 1.9 1' 5/16 1 11/1 6 21h x 2 4.1 3% 1152 21h x I lh 3.6 3'/16 1' 3/16 21h x 11/4 3.4 31A 15/8 214 x 1 3.6 31/4 15A 3 x 2'h 5.3 311Ae 13/4 3 x 2 5.0 3'h 134 3 x 11h 4.9 3'h I "N 3 x 1'A 5.1 31/2 113/16 3 xi 5.3 31/2 1 i 3/16 4 x 3 9.5 43A6 2'/i6 4 x 21h 9.0 43/m 21/8 4 x 2 8.5 43/16 25/16 6 x 4 18 4I L ._ -- Y Grooved End Butterfly Valves New, Improved design YL FM 3 APPROVED SIZES 7 y O3-80 J ;r� � SIZES .,,. 0 P S Figure 82M I .175 PSI 1 7 5 P S I P S I 3 0 0 P S I Figure 83M. 300 PSI UL Listed - FM Approved KENNEDY VALVE introduced the FIRST UL Listed Grooved End Butterfly Valve in 1982. KENNEDY VALVE manufactures the ONLY 300 PSI UL/FM Grooved End Butterfly Valve. Specifically designed for the Fire Protection Industry with the following features: Available in sizes: ..`� ,( , 0"', and R" l►L Listed FNI Appi-med Double pole/double throw rnotlit.or switch standard on all valves. Double seal design for bubble -light, shutoff at. 175 PSI & 300 PSi. Corrosion resistant fusion bonded Nylon 11 body coating. Easy to read, Flag type posit ion Indicator. Low torque oppration, high cyciv life. MADE IN bight weight V KENNEDY VALVE Division of McWANE, Inc. 1021 East Water Street, ElmhA, NY 14902-1516 AMERICA Telephone (607) 734-2211 - FAX (607) 734-3288 IfrA1.A/Cn,V 1/A 1.. 1/C KENNEY VALVE U` Division of McWANE, Inc. i M 1021 East Water Street, Elmira, NY 14902-1516 Telephone (607) 734-22ii - FAX (607) 734-329APPROVED 8 4-6" _ 3-8" SIZES U771ERFLV WALVIEc8 SIZES with Double Pole/Double Throw Monitor Switch Figure 82M - 175 PSI Figure 83M - 300 PSI ELECTRICAL SPECS, MAX: 3N, 5VA, 26VOC, 120 VA C. . 25A B A Z Y TYPES: 4. 4X. 6. 6P X W IRE COLOR MODE Cr --�� BLUE NIC v T' �'r �®P/®y RED N/0 -- A NHITE COMMON - NonlQoQ GREEN NIC Z Y BLACK NIO i' '� X stvit0h Z YELLO COMMON LL= _ J 1. UPPER 6 LONER SHAFTS: MADE IN 416 STAINLESS STEEL 2. BODY COATING FUSION BONDED NYLON 11 K 3. DISC ENCAPSULATION MATERIAL: EPDM. STANDARD AMERICA BONA-N: OPTIONAL 3.48 3.82 1 6.00 6.62 11.18 5.47 20 4.47 4.56 6.00 6.62 13.41 6.65 24 5.54 5.81 6.00 6.62 14.59 7.81 33 6.61 5.81 6.00 6,62 16.27 8.43 39 8.61 5.25 6.00 6.62 19.50 l0.25 47 ll/t.A1iPL-r% V. ALAI .lie- 0 INSPECTORS TEST & DRAIN VALVE U.S. & CANADIAN PATENTS FEATURES: POSITIVE POSITIONING OF HANDLE FOR OFF, TEST, OR DRAIN. ONLY 2 THREADED CONNECTIONS. • INTEGRAL SIGHT GLASS. MAY BE INSTALLED HORIZONTAL OR IN VERTICAL POSITION. FURNISHED WITH 1/2" (NOMINAL) TEST ORFICE. • AVAILABLE IN 1" OR 1 - 1/4" N.P.T. • UL LISTED • ULC APPROVED • N.Y.C. BD. OF S&A CAL. NO. 433-88-SM FACTORY MUTUAL APPROVED V V v AAJ7=PS 0 FLOW TAKE-OUT "MADE IN THE U.S.A.' sUH - T --�l► G G/J INNOVATIONS, INC. P.O. BOX 4687 HIALEAH, FL 33014 (305) 821-5554 8-91 VALVE SIZE TAKE OUT A g C WEIGHT 1 " 4.5" 2.75" 7.625" 4" 4.8 Ibs. 1 1 / 4 " 5.5" 3.37" $.25" 5" 8.8 Ibs. L I MOO Size 112 VI t; 6 ID E V I C E S 1. RING, IIANGUR fivir NY.P.A. tteduced Iilld c;lje, Rod Size .1/m I/g 1/9 J/A yg 1/8 112 112 112 Net Price Each 17 .17 AR An .19 .211 .IR .42 .41 .All qq 1.11!; Apptnvil.q: 1,11. 1 I-Ill-JI. I:KI A. A - I I A (I v pr I m, 1% 15s q,- i g. 141 1;11 j"vt Ill-:f-1 I if-111111 0.11. lorl 111 1:11", 111 011m-11 ill �Ialldillqj I'l 4.1, 1 i,;f MAIATA111-17 IRON IWANI CLAKIII hirk'11111 10111 —-p-r-ov-ed— Site A-p Max. Pipe Size Now Net Price 1. ' 'acll Sid. Package Wt. Fa. (in 11:10 I/Ft, 314" fill) .3.1 .71 K1,1110-A'Ic It (oil 111111 hill I Ivill'i '41-1.1 ';1 1 viv .111(l It I k. 11111. A ppf twah: 111 1 klvd. I K I A 1-ig. 350 IVIMNIOUT11 NIAI.I.I:AI;1+' 11MN III-ANI CLANIII IVIII'l I whilill Rod —A P-P r- -0 v e (I Net Pace Sid. VVI F Max. fire Site 'ach tacka ii 112 lilt) 1.4 flu'l pit I'll �Kllll Fig. 360 FULLY 1-1 ME AMO 0-01)s -Price Vill N Wi. -Fa. Net Pr1ce Length Each (it! lbo.) Each rfsl ns 2" Al .117 14 4" A6 .12 .20 .11 .21 T .17 .17 .2 6 An N an .20 .22 IW .22 .21 .24 .26 12" .27 .29 AR 1/2" Incre"irvit- xvn;I.jIiIr .11 Dame ptIrr ,Iq #,rill sire. Ovet IT' Intig - Iltico o".jppI;cjIInjj. Regularly i""I"llisiled' I'Llill IOW ulth", 0ut-I %\ Mi uh- 2A fit cowhillotig 111trid. Fll(lq ntv flal 111(l ( 11,1111fewd. ()fdetilig- !"perify rod sim. '110 It-111,111. Size CONTINUOUS -11 IREAMAJ 1101) Standard Packaging rt. 10 rl. 12 I'l. Net Price Le"giliq Le"glIvi Lellgiliq Per IF-1. (Ill (f.) ff" ft.) (in (t.) \.2 21f I 126 110 A 1 7.4 .72 18 hikli - (111(go11 applif.1111111 Itrgillarly N hitllkllr�d: 04, ()Yderilig. spvc1h• t(ld tzizu .110 I W LA e t ZEVICES IAA SOCKET F-- "d Net Price Sid. Wt. Fa. I re Each Package (ill Ills. .28 1141 n AO 100 1141 l A o Fig. 30 F fir1ri- TEF.I.. FAI(SOCKET NeiPrice Sir* Each Packa e (I" Ills.) -1. I'lltolklied: 1:11.t Ito 1"Ilk-offl/vt ill , MCI I SCRIM N Price Wt. Ea. Length :1ch tin Ills.) 211 Ao All .21 .15 ifv 11,11 .:1/0. ovill (00 Fig. 37 ROD 1/2" Rod el Price M. -.1cIl fill Ills.) fM 7 Fig. 20 F A f1i Bulletin 115J Model G1 � Ia��� Concealed Automatic Sprinkler The Concealer. The Most Reliable, Attractive, and Easily Installed Type of Concealed Sprinkler Ever Designed Special Features 1. Sprinkler available with economical non- adjustable version or with full 1" field adjustment for maximum installation flexibility. 2. Adjustable version available with either a 1" NPT female or male inlet thread eliminating costly reducing couplings or tees. 3. Smooth aesthetic profile with ceiling. 4. Standard pendent sprinkler for maximum reliability. 5. Simplicity —no dropping deflectors, heat transfer contacts, or other special parts. 6. Just as heat sensitive as an exposed sprinkler. 7. Available in brass, chrome and black plated, or painted finishes. 8. Ordinary and intermediate temperature ranges. 9. Multiple orifices for design flexibility. 10. Simple installation without attaching clips or springs. 11. Listed by Underwriters Laboratories, Inc. & Underwriters' Laboratories of Canada. Approved by Factory Mutual Research Corporation & Fire Office Committee, NYC BS&A No. 587-75-SA. Application In concealed -type construction, a sprinkler system with- out the Reliable Model G1 Adjustable Concealed Sprin- kler is aesthetically obsolete before it is installed. This unit successfully achieves the dual requirement of providing the best form of fire protection while offering the most attractive appearance. The small diameter cover plate of the Model G 1 Concealed blends unobstrusively into the ceiling, while concealing the most dependable fire pro- tection available, an automatic sprinkler system. This sprinkler has been developed for areas where the use of sprinklers is becoming more common, but where appearance is also important. Offices, motels and hospitals are but a few of the loca- tions where this Concealed Sprinkler can be effectively i ililized. The availability of different orifice sizes allows the designer to hydraulically calculate the entire system thereby arriving at the most efficient installation. The Model G1 Concealed Sprinkler has been espe- cially designed for both ease of installation and optimum installed appearance. The adjustable version with its one inch inlet and one inch adjustment eliminates both the normally required reducing coupling and the need to accurately cut drop nipples. This sprinkler can be ad- justed after the ceiling is in place and even while the system is pressurized eliminating the final corrections to pipe hangers or ceilings that might otherwise be required. All Model G 1 Concealed Sprinklers use a simple cover The Reliable Automatic Sprinkler Co., Inc., 525 North MacOuesten Parkway, Mount Vernon, New York 10552 s plate attachment which can be assembled or disas- sembled in a matter of seconds without the use of special tools thereby facilitating both installation and mainte- nance of above ceiling services without shutting down the sprinkler protection or altering the integrity of the sprinkler itself. Product Descriptlon The Reliable G 1 Concealed Sprinkler consists of the Reli- able Model G Sprinkler recessed into the ceiling and concealed by a flat cover plate. The cover plate is held in place by the same ordinary temperature classification solder that is used in the sprinkler which results in a strong cover plate assembly at the ordinary temperature rating Standard Temperatures and an intermediate temperature device that can be in- stalled in 1 WF temperature environments. While the non- adjustable version screws directly into the system reducing coupling or reducing tee, the adjustable version Achieves its 1" adjustment range by threading the main body of the sprinkler in or out of a stationary coupling reducer. Sealing at the interface of these two parts is doubled by the use of two silicone'o' rings rather than one. When the ceiling temperature rises, the solder holding the cover plate in position melts allowing the release of this part and,thus exposing the sprinkler inside to the rising ambient temperature. The fusing of the sprinkler opens the waterway allowing the discharging water to be distrib- uted by the deflector. Classification Sprinkler Cover Plate Max Calling Temp. Ordinary 135T/57"C. 135"F/57"C. 11>U"r/38"C. Ordinary 165"F/74-C. 165"r/74"C. 100"r/38-C. Intermediate 212T/100C. 165"F/74"C. 150 F/6fi"'C. Approvals Sprinkler Type Nominal OrHlce K Factor U.S. -Metric Thread Approvals' Non Adjustable Ih" (15 mm) 5.62 81.0 'b" NP 1 1.2,3A,5 Non Adjustable 7/1rp' 4.24 61.0 'h" NP1 1.3.4 Non Adjustable V, 2.82 40.6 'k" Nil 1.2.3,4 1" Adjustable 'h" 5.53 79.7 1"Nil IMale 1,23A or remale 1" Adjustable 7hri' 4.24 61.0 1" NP1 Male 1,3,4 or rernale I" Adjustable 1b" 2.72 39.2 1"NPI Male 1,2,3,4 or Female 1"Adjustable 15mm 5.53 79.7 RI Male 5 or Female NPT Threads per ANSI B 2.1 RI Threads per ISO 7/1-1982 (BS 21:1973) 1" x lb" Reducing Tee or Elbow - ' T. tr--- '� i I i - - ' Sprinkler T ; cup - - ` /Assembly 21A" System 031 : q = = 5 Cover Plate Tee or Elbow to Ceiling ' Assembly Dimension - - - 'Vic, 1" System Tee or Elbow - I —------- / Note 2 L _I_ . .�. 1 NPT Male _.. I� Conpling j Rrdur er System Tee or Sprinkler Elbow to Ceiling Ct Ip Dimension Assembly Cover Plate r Assembly - ' I Ceiling Vm- ---A (84.1) dia. 'Approval Organizations 1. Underwriters Laboratories Inc. 2. Factory Mutual Research Corp. Light Hazard Occupancies -No Limitations Ordinary Hazard Occupancies - Groups 1 &2, Wet Systems Only 3. Underwriters' Laboratories of Canada 4. NYC BS&A No. 587-75-SA 5. Fire Offices Committee • XLH, OHI and OHII Occupancies Only Note: Unless otherwise indicated, approvals are ordinary hazard without limitations. Small orifice sprinklers are limited to light hazard occupancies. F 1" System Drop Nipple I 1 Note 2 11" NPT Female Coupling Reducer 4lb" Drop Nipple to Ceiling Dimension Cup to Ceiling Dimension Fig. 1—Non-Adjustable Fig. 2-1" Male Adjustable Fig. 3--1" Female Adjustable Bulletin 131A m Model GFR biQuick Response Sprinklers Model GFR Sprinkler Types Standard Upright Standard Pendent Vertical Si ewall Horizontal Sidewall HSW 1 Deflector Intermediate Level Upright Intermediate Level Pendent Model GFR/F2 Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall HSW 1 Deflector Upright Conventional Horizontal Sidewall HSW t Deflector, Product Description Reliable Models GFR and GFR/F2 Sprinklers are Quick Response fusible solder type automatic sprinklers. These sprinklers have demonstrated response times In laboratory tests which are five to ten times faster than standard response sprinklers. T1iis Quick Response enables the Models GFR and GFR/F2 Sprinklers to apply water to a fire much faster than standard response sprinklers of the same tempera- ture rating. Application Quick Response Sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler spacing are in accordance with the latest published standards of the National Fire Protection Association or the approving authority having jurisdiction. Quick Response Sprinklers are intended for standard area coverage and standard water densities as specified in NFPA 13. Quick Response Sprinklers and standard response sprinklers should not be inter- mixed. Intermediale Level Pendent Vertical Sidewall Intermediate Level Upright Recessed Horizontal Sidewall HSW t Deflector, Recessed Pendent w D The Reliable Automatic Sprinkler Co.; Inc.; 525 North MacQuesten Parkway, Mount Vernon, New York 10552 model GFR Quick Response Up Upright Pendent Installation Wrench: Model D Sprinkler Wrench Installation Data Pendent & Conventional Sprinklers (With Pintle) v S rinkler T e P YP "K" Factor Sppeightrinkler US Metric Standard --Upright (SSU) and Pendent (SSP) H Approvals Deflectors Marked to Indicate Position 'b" Standard Orifice with 16" NPT (R'b) Thread 'br," Small Orifice"' with 112" NPT (R'b) Thread 5.62 81.0 2%" (73 mm) 1.2.3 .-Ya", Small Orifice- with 112" NPT (R!k,) Thread 4.24 61.0 3 Yrr," 1,2,32 10 mm Orifice XLH with Rib Thread 82 40.6 3Yir," 1,23 Conventional -Install in Upright or Pendent Position 4.10 59.1 73 mm 10 min Orifice XLH with R $ Thread 15 mm Standard Orifice with 'b" NPT (R 112) Thread 4.10 10 53.1 73 mm (1) Identified by pintle extending above deflector 5.62 81. 73 mm - Model GFR Quick Response Upright & Pendent Interinp-dints I oval Qnrin1r1nrn To be Assembled ' Fastener .I at Installation - Spring Shield n R4SCO Sprinkler Assembly Upright Installation Data Installation Wrench: Model D Sprinkler Wrench Sprinkler Type Standard -Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position 'h" Standard Orifice with 'h" NPT (R'k) Thread NOTE - The protective shield must be assembled in the field per the assembly drawings. to be Assernhted at Installation �O" Ring J ODSv2i Shield "E" Ring f _ 2'h,., Pendent "K" Factor US-7 Metr Sprinkler Assembly Approvals _. 5.62 1 81.0 1 27h+" (73 mm) j 1 bUieti n I i uK Product Description The Reliable Model G Automatic Sprinkler utilizes the center strut solder in compression principle of construc- tion. The fusible alloy is captured in the cylinder of the solder capsule by a stainless steel ball. When the fusible alloy melts, the ball moves into the cylinder allowing the cylinder to fall away from the sprinkler. When this hap- pens, the lever is released to spring free from the sprinkler so that all of the operating parts clear from the waterway allowing the deflector to distribute the discharging water. Except for the parts in the cylinder as mentioned above, the sprinkler components are made from copper based alloys for maximum corrosion protection. Lead plated, wax coated or wax over lead plated sprinklers are available for specially severe environments. Chrome plated sprinklers are available for decorative purposes. All sprinklers are individually hydrostatically tested. All sprinklers are identified as to their fusing point by markings that appear on several of the operating pans and by an identifying color that appears on the frame. Sprinkler Types Standard Upright —This deflector configuration is nor- mally used with exposed piping installations. Water is distributed laterally and downward in a wide pallern ap- proximating a hemisphere which is completely and i mi- formly filled with water in the form of small drops or spray. At a sprinkler height of 10 feet, a circular area of approxi- mately 20 feet in diameter is covered by the water dis- charged at the minimum pressure. Standard Pendent —This deflector configuration is nor- mally used where the space above the piping is not adequate or where a concealed piping installation is em- ployed. The discharge characteristics of the Standard Pendent are virtually identical to the Standard Upright as described above. Large and Small Orifice —By varying the orifice size, a large or small orifice sprinkler is created that will distribute as much as 40% more water or 65% less water than the normal Yz" orifice sprinkler. These sprinklers are identified by the orifice size that is stamped in the base of the sprinkler and by the pintle that extends from the deflec- tor —the exception is the Large Orifice Sprinkler with the 3/4" NPT inlet thread where the size of the inlet is sufficient to classify this sprinkler as one having a larger than stan- dard orifice. Model G Automatic Sprinklers Spray Upright, Spray Pendent and Conventional Conventional —This deflector configuration is used pri- marily in those countries where the F O.C. installation rules Iiave precedence. The sprinkler is designed to distribute a portion of its water discharge upward against the ceiling with the balance downward. It may be installed in either the Upright or the Pendent position. Sprinklers with con- ventional deflectors are available with orifice sizes corre- sponding to light, ordinary and extra -high hazard installations. Application and Installation Standard sprinklers are used in fixed fire protection sys- tems: Wet, Dry, Deluge or Preaction. Care must be exer- cised that the orifice sizes, temperature ratings, deflector styles and sprinkler spacings are in accordance with the latest published standards of the National Fire Protection Association or the approving authority having jurisdiction. The sprinklers must be installed with the Reliable Model D Sprinkler Wrench. Any other type of wrench may dam- age the sprinkler. Installation and sale of automatic fire sprinkler systems utilizing equipment manufactured by Reliable is performed by a world-wide network of install- ing distributors. Consult the Yellow Pages under "Sprin- klers -Automatic Fire", or write to us directly. The approvals or listings of Reliable Automatic Sprin- klers by major approving organizations are shown in the tabulated list provided on the back of this bulletin. Tninrd No.4,440,2.34 00 0 The pteliable Automatic Sprinkler Co., Inc.; 525 North Macouesten Parkway, Mount Vernon, New York 10552 Model G Installation Data SprinkleP Type "K" Factor pp SHelght r Approvals Us 141etrlc Standard —Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position 562 81.0 2'A" 73 mm 1, 2, 3, 4, 5, 6, 7 'b" Standard Orifice with 112" NPT (15 mm) Thread Vir," Small Orifice"' with 'k" NPT (15 mm) Thread 4.24 61.0 XI/in" 1, 3, 7 Tifi" Small Orifice"' with 112" NPT (15 mm) Thread 2.82 406 3Yre" 1, 2, 3, 7 Ytr," Small Orifice"' with 'h." NPT (15 mm) T bread 1.98 28.5 3Ym" 1, 3, 7 1/12' Large Orifice"' with 'h" NPT (15 mm) Thread 7.96 114.7 3'y,n" 1 2 3 7 'Xi2' Large Orifice with Y4" NPT Thread 8.20 118.2 2''+n," 1, 2, 3, 7 20 mm XHH with 20 mm Thread 8.20 118.2 75.4 rnm 4, 5.6 10 mm XLH with 10 mm l hread 4.10 59.1 73 mm4, 5, 6 Conventional —Installed in Upright or Pendent Position 4.10 59.1 73 mrn 5 10 rnm XLH with 10 mm Thread 15 mm Standard Orifice with 15 mm Thread 5.62 81.0 73 mrn 4, 5, 6 20 mm XHfl with 20 mm Thread 1 8.20 118.2 75.4 mm 4,5 (1) Identified by p,ntle extending above deflector, Sprinkler Height includes pintle extension Temperature Ratings Classification SPrtnkler Rating Maximum Ceiling Temperature Frame' Color 'F I 'C 'F DC Ordinary 135 57 100 Black Ordinary 165 74 100 Uncolored Intermediate 212 100 150 L107,._ White to f ligh 286 141 225 Blue I-rarne Coior does not apply to chrome plated sprinklers —Use sprinkler rating as identified on operating parts as shown below. Finishes Natural Bronze —All Temp. Ratings Bright Chrome Plated -- All Ternp, Ratings Salin Chrome Plated `--All Temp Ralings Black Plated All lean. Ratings Bright Brass Plated (1) ---135-F. 165"F 8 212"F Temp. Ratings Lead Plated --165"F. 217'F & 286-F Temp. Ralings Corroprooled -- 165'F Clear Wax. 212" F Brown Wax Cot roproofed Over Lead Plated 165'F Clear Wax, 212'F Brown Wax Enameled --Subject to Acceptance by At lhority I laving Jurisdiclion. Not Approved by Official Approval ( t ) For Bright Brass Plated. Only Frame. Deflector and Cap Are Plated, Maintenance Sprinklers should be inspected regularly for any physical damage, dust, corrosion and paint (other than the ident- ifying frame color). Note: Never suspend any items (signs or decorations) from the sprinklers. Never paint sprinklers. Automatic sprinklers should be replaced according to NFPA 13A, 3-2 and 3-3. Once fused, automatic sprinklers cannot be reas- sembled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet Approval Organizations: 1. Underwriters Laboratories, Inc. 2. Factory Mutual Research Corp. 3. Underwriters' Laboratories of Canada 4. Fire Offices' Committee 5. Pleniere Assemblee 6. Verband der Sachversicherer 7. N.Y. City, B.S. and A. No. 587-75-SA. Deflector r7 / (Upright) Stnit(Willi Lever lempemture 4 I and Year Idnntilicalion) 46 Solder Capsule I (with Temperature and Year Identification) aas Frame / Cap \ Inlet Threads Upright of replacement sprinklers should be provided for this ptirrse. Use only the special sprinkler wrench provided by the manufacturer for sprinkler removal and installation. Any other type of wrench may damage the sprinkler. The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Reliable Sprinkler Devices, protecting life and property for over 60 years, are approved by all fire Insurance and government agencies, and are installed and serviced by Reliable's chain of representatives. Reliable representatives, located throughout the United States, Canada and foreign countries, have a life -time of experience and are as near as your telephone. Manirfacturedby . Reliable" The Rellable Automatic Sp►lnkler Co., Inc. 525 North MacOueslen Parkway Mount Vernon, New York 10552 (914)668-3470 in) PnINTED IN U.S.A 8189 CITY OF SANFORD. FLORIDA PERMIT NO DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: e OWNER'S NAME CFNTF°/� ADDRESS OF JOB A Q/ (2,n kflf� ELEC. CONTR-,d�/�dN aZ Residential Non-residential,. Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration dition) Re air i I Cha i�-geof Service Residential Commercial i i Mobile Home I Factory Built Fiousin jg New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp and above New Commercial Amp Service - Application Fee I TOTAL ' By ping this application I am stating I will be in compliance with the NEC including Article 110, Section 110-9 and I10-10. wilding Official Ir STATE COMPETENCY NO. I Ii PAN ALMERICAN ELECTRIC INC. Contractors & Engineers December 9, 1992 City of Sanford P. O. Box 1778 Sanford, FL 32772-1778 To Whom It May Concern: I, Michael W. Campbell, license holder for Pan American Electric, Inc., do hereby authorize Ricky Doyle to pull permits on my behalf in respect to the Central Florida Regional Hospital project. Michael W. Campbell License Number EC 0001269 Sworn to and subscribed before me this 9th day of December, 1992. Notary Public Commission Expires 9 24 94 2301 CRUZEN STREET, NASHVILLE, TN. 37211 • (615) 242-6336 • FAX (615) 256-6155 C I T Y O F S A N F 0 R D 1/11/93 BUILDING PERMITS 300 N_ PARE. AVENUE SANFORD, FL 32771 APP TYPE: ELECTRIC PERMIT APPLICATION PARCEL #: - - LOCATION: 1401 W SEMINOLE BL '.OWNER: CENTRAL FLA REGIONAL HOSPITAL ;ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 ;PHONE: 'CONTRACTOR:PAN AMERICA ELECTRIC INC ;ADDRESS: CAMPBELL, MICHAEL A P 0 BOX 40786 NASHVILLE TN 37204 PHONE: `CERTIFICATION #: NA El 1 INSPECTIONS ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 FEES CHARGED DATE FEES PAID •PERMIT #: 93-00000447 000 000 ELAA ;TYPE: ELECTRIC PERMIT-ALTER/ADD/FIX ISSUED DATE: 1/11/93 VOID DATE: 7/10/93 ELECTRIC PERMIT-ALTER/ADD/FIX PMT FEE 20.00 APP FEES: APPLICATION FEE -ELECTRIC 10.00 TOTAL FEES: $30.00 1/11/93 20.00 1/11/93---------10_00 j $30.00 RECEIPT #: (APPROVED BY: 1 - SIGNATURE: ;FAILURE TO COMPLY WITH ECHANIC-S LIEN LAW CAN RESULT IN E PROPE TY 0 ER PAYING !TWICE FOR BUILDING IMPROVEMENTS. !NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. i CITY OF SANFORD, FLORIDA PERMIT NO " I C DATE b C 2) _q51 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME 1,<k CF_N7-AAL FI-i fiaC-/0/Y44 P051, i ADDRESS OF JOB IZ101 k1l S—ES ICu�-- "a C /./A /V /C 41— PLUMBING CONTR. 111f= YS —_ Res. Comm._ 1,� _ Subject to rules and regulations of Sanford plumbing code. Residential: Number Amount Alteration, Addition, Repair 1 New Residential: One Water Closet I _ Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewerr Water Piping _ Gas Piping Factory -built housing I Mobile Home Reinspection j e C Minimum Commercial Permit: $15.00 Total b �Q� mefrer numoer �� COMPETENCY CARD NO. 2037i May 18, 1992 City of Sanford Dept of Building Permits 300 North Park Ave. Sanford FL 32771 Reference: Mechanical and Plumbing Permits To Whom It May Concern: This letter is to give power of attorney for Ed Grant, Ivey Mechanical Company Project Superintendent, to act on my behalf to call for any inspections, make application for Permits, etc. for the following licenses: Plumbing Contractor License #92-05580 - 16050 Mechanical Cont. License #92-05581 - 16040 If you have any questions or need additional information regarding the above, please feel free to contact me. Yours very truly, IVE MECHAN CAL COMPANY, A PARTNERSHIP pbert cha ca or ration, (Managing Partner) E. ooper Vice President cc: License file MY MECHANICAL COMPANY Post Office Box 610 614 North Wells Street Kosciusko, Mississippi 39090 (601) 289-3646 STATE OF COUNTY OF 'AAtr d l Subscribed and sworn to before me this _/, day of +, 1992. N6tary Pdblic My Commission Expires: 16, L993 C I T Y O F S A N F 0 R D 10/23/92 BUILDING PERMITS 1 300 N. PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- 24 HOUR NOTICE REQUIRED 1APP TYPE: PLUMBING PERMIT APPLICATION !PARCEL #: - - ',LOCATION: 1401 W SEMINOLE BL !OWNER: CENTRAL FLA REGIONAL HOSPITAL ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 !PHONE: I ICONTRACTOR:IVEY MECHANICAL COMPANY !ADDRESS: 817 FESSLERS PARKWAY NASHVILLE TN 37210 !`PHONE: 615 244-9413 CERTIFICATION #: FOR ALL INSPECTIONS PHONE (407) 330-5659 FEES CHARGED DATE FEES PAID -------------- ---------- -------------- PERMIT #: 93-00000128 000 000 PLCM !TYPE: PLUMBING PERMIT - COMMERCIAL ,ISSUED DATE: 10/23/92 VOID DATE: 4/22/93 PLUMBING PERMIT - COMMERCIAL PMT FEE 'APP FEES: i APPLICATION FEE -PLUMBING 10.00 --------------- iTOTAL FEES: $169.00 !RECEIPT #: 'APPROVED BY: SIGNATURE: FAILURE TO COMPLY WITH MECHANIC'S EN LAW CAN RESULT IN THE PROPERTY OWNER PAYING !TWICE FOR BUILDING IMPROVEMENTS. ;NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. i 159.00 10/23/92 10/23/92 159.00 10.00 -------------- $169.00 CITY OF SANFORD, FLORIDA PERMIT NO. G��- DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME C C NTR,+,C /= L, fi/oiy,4� 1y�S/^ I ADDRESS OF MECHANICAL CONTR. V/,---,Y-S.__/`/I COMMERCIAl ! Subjecf to rules and regulations of Sanford mechanical code. F - NATURE OF WORK i - ---------------- -- -------- ---- ---—_--__— — -- - -----_--- — Number i AMOUNT FUEL _------- -- --------------- MOTOR H.P. I B.T_U_ INPUT--__—OUTPUT-- VALUATION_ --O(i 600 NOTE: MINIMUM PERMIT FEE ;1.50 TOTAL 1 r Mechanical % . v vc'— --- COMPETENCY CARD NO. G� �03� i 10/23/92 C I T Y O F S A N F 0 R D BUILDING PERMITS 1 300 N. PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 iAPP TYPE: MECHANICAL PERMIT APPLICATION PARCEL #: - - LOCATION: 1401 W SEMINOLE BL 'OWNER: CENTRAL FLA REGIONAL HOSPITAL ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 PHONE: +CONTRACTOR:IVEY MECHANICAL COMPANY ADDRESS: 817 FESSLERS PARKWAY NASHVILLE TN 37210 -PHONE: 615 244-9413 CERTIFICATION #: FEES CHARGED DATE FEES PAID ;PERMIT #: 93-00000127 000 000 MCHC ;TYPE: MECHANICAL PERMIT -COMMERCIAL 'ISSUED DATE: 10/23/92 VOID DATE: 4/22/93 MECHANICAL PERMIT -COMMERCIAL PMT FEE 200.00 10/23/92 200.00 •APP FEES: APPLICATION FEE -MECHANIC 10.00 ------------- TOTAL FEES: $210.00 10/23/92 10.00 -------------- $210.00 RECEIPT #: / 'APPROVED BY: SIGNATURE: ,FAILURE TO COMPLY WITH MECHANIC'S L LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C-:0. BEING ISSUED. C I T Y O F S-A N F 0 R D 10/20/92 BUILDING PERMITS 300 N. PARK AVENUE SANFORD, FL 32771 APP TYPE: ADDITIONS/ALTERATIONS — NON—RESIDENTIALS PARCEL, # : . — — � !LOCATION: 1401 W SEMINOLE BL IOWNER: CENTRAL FLA REGIONAL HOSPITAL ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 !PHONE: ,CONTRACTOR:CENTEX—RODGERS CONSTRUCTION CO ADDRESS: 616 MARRIOTT DR NASHVILLE TN 37214 PHONE: 615 889--4400 CERTIFICATION #: INSPECTIONS ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 FEES CHARGED DATE FEES PAID .PERMIT #: 93-00000059'000 OOO BLCA 'TYPE: BUILDING PERMIT — NEW/ALTER ''ISSUED DATE: 10/20/92 VOID DATE: 4/19/93' a BUILDING PERMIT — NEW/ALTER PMT FEE 8471.00 10/20/92 8471.00 APP FEES: APPLICATION FEE —BUILDING 10.00 10/20/92 10.00 FIRE IMPACT — NONRESIDENT 532.27- 10/20/92 532.27 FIRE INSPECTION —NEW CONST 348.96 10/20/92 348.96 ' POLICE IMPACT — NONRESDNT 1356.43 10/20/92 1356.,43 RADON GAS TAX FEE' 171.70 10/20/92 171.'70 ° ROAD IMPACT FEES 22904.78 10/20/92 22904.78 ;TOTAL FEES: $33,795.14 $33,795.14 ,RECEIPT # : !APPROVED BY: SIGNATURE: FAILURE TO COMPLY WITH MECHANIC S LIEN LAW CAN RESULT IN T14E PROPERTY OWNER PAYING 'TWICE FOR BUILDING IMP OVEMENTS. ,NOTE: ALL FEES MUST BE PAID PRIOR,TO C.O. BEING ISSUED. 1 +, STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES OFFICE OF REGULATION AND HEALTH FACILITIES 904/487-0713 June 11, 1992 Mr. David Kincaid Construction Manager Hospital Corporation of America One Park Plaza Post Office Box 550 Nashville, Tennessee 37202-0550 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Log No. H-420-D / CON No. 5696 Dear Mr. Kincaid: Approval is hereby given for the commencement of foundation and necessary site work only for the above -referenced project. This approval covers only the foundation work for this project as shown on the construction documents for the foundation which were submitted to and are maintained in this office. No work may be done on any other portion of the building until final document approval has been received from this office. You are advised that this approval is not intended to usurp the authority of your local building official in any way. A building permit is still required. You are also advised that approval of this work does not alter or amend in any way the requirements for a valid certificate of need (or exemption therefrom) for this project. In addition, this approval does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Subsequent reviews by this office may, by necessity, cause changes to be made within the building, and these changes may affect the foundation work. The risk of starting foundation work at this time must therefore be assumed by the owner. You will be notified when we have completed our review of the final construction documents. Singerely, ch C. Ros vo Director. -` Office of Plans and Construction RCR/Bbs ; Copy to: /-S'anfo'rd. Building Department Wayne McDaniel, Community Health Services and Facilities Gresham, Smith and Partners - 2 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 LAWTON CHILES. GOVERNOR STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES OFFICE OF REGULATION AND HEALTH FACILITIES 904 487-0713 June 19, 1992 Mr. Tom Wallen Gresham, Smith and Partners 1660 Prudential Drive, Suite 201 Jacksonville, Florida 32207 RE: Central Florida Regional Hospital Outpatient Surgery/Obstetrics Additions and Renovations Log No. H-420-B / CON No. Non -reviewable Dear Mr. Wallen: The revised construction documents and Addendum 9, received April 14, 1992 and Addendum 10, received on April 20, 1992, for the project referenced above have been reviewed and are approved without comment. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. c ely, \. Sphen P."Gustin, P.E. ` P"rofessional Engineer ministrator Office of Plans and Co struction SP6/Bsl Copy to: Sanford Building Department Jim Tesar Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 2727 MAHAN DRIVE • TALLAHASSEE. FI-01-UM 32308 I A%N"I (r\ c 7IIIAi.ti. t �� Wl:It\( )I CERTIFICATE OF OCCUPANCY / COMPLETION Si This is to certify that t e bui'c ing located at f for which permit gs-0000005h has heretofore been issued on 10420/P2 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as ��JY�� complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled ZONING: Inspected co '1 3 UTILITIES: Water Lines In Meter Set O Reclaimed Water ENGINEsERING: Drainage _ Maintenance Bond _ PUBLIC Street Name Signs Storm Sewer Street Work WORKS: ,,�% , h M Subdivision Regulations Apply: Yes No APPROVAL DATE APPROVAL FIRE: n n Inspected 6/ /V-? cam. r Ewer Lines In .7ewer Tap Street / �j K (-/1719 Paved Stre Lights Driveway DESCRIPTION DATE WATER -SEWER IMPACT FEES C010-014Z APPLICATION FEE -BUILDING 10/20/92 FIRE IMPACT - NONRESIDENT 10/20/92 FIRE INSPECTION --NEW CONST 10/ 20/92' POLICE IMPACT - NONRESDNT 10/20/92 RADON GAS TAX FEE 10/20/92 ROAD IMPACT FEES 10/20/92 ju OWNER/- AMOUNT jfee.e ZP t ee 1735/ &V x A5j Ida=" 4. k i _ '71,<v 10.00 532 _'7 348.96 1356.43 171.70 22904.78 !Lii i THE Sy:e STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 February 19, 1993 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION ;PART B- - OPEN HEART 11 SURGERY AND S..I.C.U. ADDITION__ Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: The Addendum 7, received January 25, 1993, for the project referenced above has been reviewed and is approved without comment. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, ephen P. Gu n P E. rofessional gin Administrator Office of Plans and Construction SPG/Bsl Copy to: ;/Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman and Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 ' LAW -ION CHILES. GOVERNOR STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 February 3, 1993 Mr. Robert L. Donnelly Tilden, Lobnitz & Cooper, Inc. 1717 South Orange Avenue Orlando, Florida 32806 Re: Central Florida Regional Hospital ,Nurse Call System Upgrade_ Log No. H-420-E / CON No-.-'Non-reviewable Dear Mr. Donnelly: The revised construction document, received on December 11, 1992, for the project referenced above has been reviewed and is approved without comment. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, *tephen Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department David Kincaid Hospital Corporation of America 2727 i\9AHAN DRIVE • TALLAHASSEF_, FLORIDA 32308 STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 February 2, 1993 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital •� Open -Heart Surgery and S.I.C.U. Addition, Part A Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: The revised construction documents, Addendum 5 and response dated December 7, 1992, received on December 8, 1992, for the project referenced above have been reviewed and are approved without comment. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sinc rely, ustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 21-27 MAHAN DRIVE_ • TALLAHASSEE, FLORIDA 32308 lyGl �J. Sern;nole 310 SUBDIVISION: ZONE DATE PERMIT # CIS -/ y`� ,, � CONTRACTOR U )- l (J� 3 ADDRESS /�-'�°S� �i �; CJ L� JOB � PHONE # COST $ 3 7 ' 9� i���Q �LOCATION v '_ ! C i L'I'- 'I C(2- FEE $ OWNER I ou - STATE NO. C(SC 03-2 `i ADDRESS ��L / (-U- eric) et ✓ - Cif I PHONE #A)� PLUMBING CONTRACTOR FEE $ ADDRESS PHONE # r; _tyj,� ELECTRICAL CONTRACTOR G�70L �-- `�L. FEE $�/ ADDRESS c2gi ;'�nCC&L 'ed - oSSfl fir -. 327C?7 PHONE # (/ MECHANICAL CONTRACTOR PPGI Sw'i u3 �'� FEE $1_LSL- � ADDRESS � Y PHONE # 0 - 000 LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY MISCELLANEOUS CONTRACTOR FEE $ ENERGY SECT. ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS �) FINISHED FLOOR ELEVATION REQUIREMENTS (__) CERTIFICATE OF OCCUPANCY ARCHITECTURAL APPROVAL DATE: ISSUED # DATE: _ FINAL DATE���� EPI: TILDEN LOBNITZ & COOPER, INC. C O N S U L T I N G E N G I N E E R S December 6, 1993 Mr. Ray Hutnak Manager of Plant Operations for HCA - Central Florida Regional Hospital 1401 West Seminole Boulevard Sanford, Florida 32771 Re: Blood Bank Renovations TLC # 192254.01 Dear Mr. Hutnak: This letter is written in response to the floor drain that was added during the renovation of the Blood Bank area. The blood analyzer has an indirect connection to the floor drain, which disposes saline solutions and trace amounts of blood into the acid waste system. The acid waste system connects into an acid neutralizing tank before it enters the sanitary system. The blood analyzer previously emptied into a container which was dumped in the acid waste system via a lab sink. The addition of a floor drain to dispose of the blood analyzer waste is a good design and an acceptable engineering practice. Tilden, Lobnitz & Cooper, Inc. does not take exception to this. If you have any questions, please do not hesitate to call. SincE�r'ely; Randal L: 'P(jol ' P.E. Principal, Mesbanical Engineering BFH/rcc cc: Harry Smith, C.file 1717 S. Orange Avenue v Orlando, FL 32806 O (407) 841-9050 Orlando 0 Ft. Myers 0 Tallahassee 0 Cleveland Y�1 ZONE CONTRACT, ADDRESS DATE C�- E - is PHONE#��-�Od� SI�� LOCATION OWNER ��`f'i `C� I Qc� t1�X, T�y X-0 ADDRESS 140 1 Lk), PHONE # 1—�© qa- CO3 PLUMBING CONTRACTOR sv ADDRESS &[0 eO5CUSJCo PHONE # (06 c gg J—J&H(e ELECTRICAL CONTRACTORS n `h ►'1A2C' CGt t1 ADDRESS PHONE # t,, CID- l oay MECHANICAL CONTRACTOR -� v c 1 Q' ADDRESS P X %1 n Kosc► u!skg . Nk5 3ctob. PHONE # c�c:l� �G , i.L4lo MISCELLANEOUS CONTRACTOR SUBDIVISION: PERMIT # JOB -1-f I�tC � t CSC' �PAk()CJibA d Oleo �yA I -t-o— c�� oC3 COST $ S r C . FEE$ a(1.OcD STATE NO. �CTC�. 0 1 laic! Co FEE $ 35`y C FEE FEE $ b.0b LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: f INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: hob ADDRESS SEPTIC TANK PERMIT NO. !, SOIL TEST REQUIREMENTS (__) FINISHED FLOOR EI ELEVATION REQUIREMENTS (__) CERTIFICATE OF OCCUPANCY ARCHITECTURAL APPROVAL DATE: ISSUED # DATE: - FINAL DATE APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA PERMIT NUMBER - a q-14 TAX ID # 25-- lq- 30 -SAG-0117-0oco0-0-0 JOB ADDRESS /<f01 SEMIA)CLE J3Lv6 . S,knJJ 6A8b FLA 32771 Total Contract Pri ^4: T^1, . h' [- p C"r^ ao 17^.,; ^^ Ll^ co,... Describe Work: ,E Type of Constructi Number of Stories: �Lj Number of Dwellings: NA Use: LEGAL DESCRIPTION (please attach printout from Seminole OWNER � NO SRO rr'4 L CA/2�CJ O leAT I12•J O F Ay►�IZ6 eA ADDRESS pNE 10qLicZ,A aslWl�bF- � 37203 CITY S L(� STATE) ZIP TITLE HOLDER /U/,4 County) R' 1� ti (If other than owner) Title Holder Address :"-: 17 (If other than owner) cn City State Zip BONDING COMPANY Bonding Company Address c- 3 A City State Zip ARCHITECT 62-ES5+A.M . SM i-r'u �nJ D i�A►�TIUELS ' Address 3 E City /1e- State Zip 37ZO2-- MORTGAGE LENDER ft, Address City State Zip CONTRACTOR '� T License N c o i iG LP Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, POOLS, MECHANICAL, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A CERTIFIED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Signature / L. • ata-r/ Signat /ner or Agent Date: 0///o� �X Date: Notary ��Li�% Notary My Commission Expires: My Commission Expires: NOTARY PUBLIC; STATE OF FLORIDA AT LARGE NOTARY PUBLIC; STATE OF FLORIDA AT LARGE MY GOP..UA.SStUN EXP612S JANUARY 23, 1994 MY COPAMMiON EXPIRES JANUARY 23, 1994 BONDED THRU Hum Far"RX g :°56'vll�T'e$ ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. ; Application Approved By: Accepted By: FEES: Building ac '00 Rad n: 5.O Q Police Impact: Fire Impact Open Space: Application: ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) ADDENDUM NO. 10 -O.P. SURGERY STAGING AND O.B. ADDITIONS AND RENOVATIONS HCA CENTRAL FLORIDA REGIONAL HOSPITAL Sanford, Florida April 16, 1992 FOR HCA-THE HEALTHCARE COMPANY HCA Account #32710 GS&P Project #14702 GRESHAM, SMITH AND PARTNERS 3310 West End Avenue Nashville, Tennessee 37203-1383 Telephone: 615/385-3310 STANLEY D. LINDSEY & ASSOCIATES, LTD. STRUCTURAL ENGINEERS 2244 Metrocenter Blvd., Suite 208 Nashville, Tennessee 37228-1320 Telephone: 615/244-2211 SMITH SECKMAN REID, INC. MECHANICAUELECTRICAL ENGINEERS 3319 West End Avenue Nashville, Tennessee 37203 Telephone: 615/383-1113 Copyright 1992 ADDENDUM NO. 10 Gresham, Smith and Partners This Addendum forms a part of and modifies the Contract Documents dated March 27, 1991, and subsequent Addenda. REFER TO THE ARCHITECTURAL DRAWINGS: 10.1: SHEETS A2.5 AND A2.6: 1. Revisions to this sheet are indicated on Architectural Supplementary Drawing ASD-5, revised 4-16-92. 10.2: SHEET A6.3: 1. Revisions to this sheet are indicated on Architectural Supplementary Drawing ASD-6, revised 4-16-92. 2. Revisions to this sheet are indicated on Architectural Supplementary Drawing ASD-8, dated 4-16-92. REFER TO PROJECT MANUAL: 10.3: SECTION 13090 - RADIATION PROTECTION: 1. On Page 2, under 2.01, revise paragraph "A" to read, as follows: "A. Radiation Protection Products, Inc., College Grove, Tennessee." 2. On Page 3, under 2.02, revise paragraph "A" to read as follows: "A. Lead -Lined Gypsum Board: Radiation Protection Products, Inc., 5/8" thick x 4'-0" wide x height indicated, laminated with a single sheet of pure virgin lead of 1 /16" thickness. Gypsum board shall be Firecode C (Type X) only." 3. On Page 3, under 2.02, revise paragraph "C" to read as follows: "C. Lead Glass Viewing Window: (Provide test results to verify protective requirements). Radiation Protection Products, Inc., 24" x 24" aluminum lead lined/splayed telescopic or approved equal." 10.4: VIEW/PASS WINDOW SCHEDULE - SHEET 2: 1. This sheet revised 4-16-92 is a part of this Addendum. ADDENDUM NO. 10 Page 3 HCA CENTRAL FLORIDA REGIONAL HOSPITAL 14702 Gresham, Smith and Partners 10.5: ARCHITECTURAL SUPPLEMENTARY DRAWING ASD-7: 1. Revisions to this Supplementary Drawing are as follows: All references to Lead -Lined H.M.. Frames shall be revised to read: "Lead -Lined Aluminum Frame." LIST OF ATTACHMENTS 1. Architectural Supplementary Drawing ASD-5, (8-1 /2" x 1.1 "), revised 4-16-92. 2. Architectural Supplementary Drawing ASD-6, (8-1 /2" x 11 "), revised 4-16-92. 3. Architectural Supplementary Drawing ASD-8, (8-1 /2" x 11 "), dated 4-16-92. 4. View/Pass Window Schedule - Sheet 2, revised 4-16-92. END OF ADDENDUM NO. 10 �Z ` ADDENDUM NO. 10 �\\N A P? - 5 HCA CENTRAL FLORIDA SANFORD, FLORIDA 14702 ( R EV I SEV) 4/16/92 QESHA.M, SMITH AND PARTNERS NASHVILLE BIRMINGHAM JACKSONVUE ADDENDUM NO. 10 SANFORD, FLORIDA 14702 (RE V ISFD)4/16/92 ,SMITH AND PARTNERS NASHVILLE BIRNANGHAM JACKSONVILLE •PROVIvE 5/g"+ IDIA. ; H V4 EXPANSIoI,,I A NICIACiz5 i @ 24" D.G. (MIN. 3u �` I"t P-sD M Eta 7 Fo R AT�'HMENi, OF CJNiSTRUT,5 To EXIST. 'DecK AE�6vE' UNISTRUT SUPPORT SYSTEM X-RAY EQUIPMENT CONT TRIM TO SUPPORTS BE ATTACHED TO X-RAY ACOUSTICAL CEILING EOU IPMENT SUPPORT----� / • NOTES: I. SEE X-RAY VENDOR DRAWINGS FOR EXACT LOCATIONS OF SUPPORTS. 2. SEE REFLECTED CEILING PLANS FOR COORDINATION OF OTHER ITEMS SUCH AS LIGHT FUXTURES, DIFFUSERS, ETC. ISOMETR IC TYP CE IL INS AT X-RAY NO SCALE SUPPORT ADDENDUM NO- in A4,d--8 GRESHAM, SMITH AND PARTNERS VIEW/PASS WINDOWS PROJECT SHEET OF DATE 3 - 2 7 - 11 RF-V-4 PROJ NO-147OZ CRC, IcAZ- VIEW/ PASS WINDOWS CURTAIN TRACK REMARKS, SYMBOL SIZE MAT TYPE GLASS DETAILS SPACE MARK WIDTH HEIGHT HEAD JAMB SILL SPACE NO. b ►55 E METE n') -z bs --- -T4---. -A —15-- 4< 4 R T ...... .... - -- 4 Z ------ V. T. --TE A UOK 2- 0 1 20 -0-611L --EE OIL —5-- to 4v 3�--'--- 141 rE"m -AT 2-00 13 :31 10 --2 EAD- Ec L TKE 2/12/79 M- 15 ADDENDUM NO. 9 O.P. SURGERY STAGING AND O.B. ADDITIONS AND RENOVATIONS HCA CENTRAL FLORIDA REGIONAL HOSPITAL Sanford, Florida April 8, 1992 FOR HCA-THE HEALTHCARE COMPANY HCA Account #32710 GS&P Project #14702 GRESHAM, SMITH AND PARTNERS 3310 West End Avenue Nashville, Tennessee 37203-1383 Telephone: 615/385-3310 STANLEY D. LINDSEY & ASSOCIATES, LTD. STRUCTURAL ENGINEERS 2244 Metrocenter Blvd., Suite 208 Nashville, Tennessee 37228-1320 Telephone: 615/244-2211 SMITH SECKMAN REID, INC. MECHANICAUELECTRICAL ENGINEERS 3319 West End Avenue Nashville, Tennessee 37203 Telephone: 615/383-1113 Copyright 1992 ADDENDUM NO. 9 Page 2 HCA CENTRAL FLORIDA REGIONAL HOSPITAL 14702 Gresham, Smith and Partners This Addendum forms a part of and modifies the Contract Documents dated March 27, 1991, and subsequent Addenda. REFER TO THE ARCHITECTURAL DRAWINGS: 9.1: SHEET A1.3: 1. Revisions to this sheet are indicated on Architectural Supplementary Drawing ASD-4, dated 4-8-92. 9.2: SHEETS A2.5 AND A2.6: 1. Revisions to this sheet are indicated on Architectural Supplementary Drawing ASD-5, dated 4-8-92. 9.3: SHEET A6.3: 1. ' Revisions to this sheet are indicated on Architectural Supplementary Drawing ASD-6, dated 4-8-92. REFER TO THE INTERIORS' DRAWINGS: 9.4: SHEET D2.3: 1. Revisions to this sheet are indicated on Interiors' Supplementary Drawings DSD-2, DSD-3, and DSD-4, dated 4-8-92. REFER TO STRUCTURAL DRAWINGS: ) �r' t.✓ 9.5: SHEET S2.1: 1. Revisions to this sheet are indicated on Structural Supplementary Drawings SSD-1 and SSD-2, dated 4-8-92. REFER TO MECHANICAL DRAWINGS: 9.6: SHEET M0.1: 1. Sheet M0.1 revised 4-8-92 is a part of this Addendum. 9.7: SHEET M1.3: 1. Sheet M1.3 revised 4-8-92 is a part of this Addendum. 9.8: SHEET M2.31,3: I �' ' 1. Sheet M2.3123 revised 4-8-92 is a part of this Addendum. U ADDENDUM NO. 9 Page 3 HCA CENTRAL FLORIDA REGIONAL HOSPITAL 14702 Gresham, Smith and Partners 9.9: SHEET IVIV : 1. Sheet M3.1 revised 4-8-92 is a part of this Addendum. REFER TO PLUMBING DRAWINGS: 9.10: SHEET P1.3: 1. Sheet P1.3 revised 4-8-92 is a part of this Addendum. 9.11: SHEET P2.5: 1. Sheet P2.5 revised 4-8-92 is a part of this Addendum. 9.12: SHEET P2.8: 1. Sheet P2.8 revised 4-8-92 is a part of this Addendum. REFER TO FIRE PROTECTION DRAWINGS: 9.13: SHEET FP2.7: 1. Sheet FP2.7 revised 4-8-92 is a part of this Addendum. REFER TO ELECTRICAL DRAWINGS: 9.14: SHEET E2.7: 1. Sheet E2.7 revised 4-8-92 is a part of this Addendum. 9.15: SHEET E2.8: 1. Sheet E2.8 revised 4-8-92 is a part of this Addendum. 9.16: SHEET E6.1: 1. Sheet E6.1 revised 4-8-92 is a part of this Addendum. 9.17: SHEET E6.2: 1. Sheet E6.2 revised 4-8-92 is a part of this Addendum. REFER TO COMMUNICATIONS DRAWINGS: 9.18: SHEET CM2.3: 1. Sheet CM2.3 revised 4-8-92 is a part of this Addendum. ADDENDUM NO. 9 Page 4 HCA CENTRAL FLORIDA REGIONAL HOSPITAL 14702 Gresham, Smith and Partners REFER TO PROJECT MANUAL: 9.19: SECTION 08210 - WOOD DOORS: 1. On Page 4, under Part 2 - Products, add the following: "2.06 - LEAD -LINED DOOR A. Door Construction: Each lead -lined door shall be fabricated to meet the requirements of NWMA I.S. 1-80 Series and AWI Section 1300 for Type LL, including the following: 1. Thickness: 1-3/4". 2. Door Veneers: As specified under "Veneer" in this section. 3. Crossbands: 1 /16" hardwood veneers. (Crossbands are absolutely required under each face veneer from all manufacturers). 4. Core Bonded low -density wood blocks. If lead is over 1 /8" thick, divided core shall be secured by lead -covered bolts. 5. Side Edges: Hardwood; 1-1/2" for bolted construction, 3/4" for glued construction. 6. Top and Bottom Edges: 3-1/2" for bolted, 1-1 /8" for glued construction. Bolted doors shall have 8-1/2" x 2" bolt -free area in all four corners for hardware attachment. 7. Strike Edges: Beveled. 8. Bottom of Doors: 5/8" maximum undercut is required between bottom of doors and concrete floor slab.. More than 5/8" is NOT acceptable. 9. Prefitted/Premachined at Factory: Required. 10. Lead Lining: Shall be of thickness and quality conforming to Shielding Study provided by Owner in compliance with governing codes. Integrity of lead -lining shall be maintained." 9.20: SECTION 08710 - FINISH HARDWARE: 1. On Page 13, add the following hardware sets: SET 29 1 Set Pivots L147-20 X ML19 1 Hospital Latch 1580 X LL 1 Dead Bolt E06071 X LL 1 Closer 3501-SNB 1 Stop ADDENDUM NO. 9 Page 5 HCA CENTRAL FLORIDA REGIONAL HOSPITAL 14702 Gresham, Smith and Partners SET 30 1 Set Pivots L147 X ML19 1 Privacy Set F76 X LL 1 Stop 9.21: SECTION 13090 - RADIATION PROTECTION: 1. This new specification section is a part of this Addendum. 9.22: DOOR AND FRAME SCHEDULE - SHEET 11: 1. The sheet revised 4-8-92 is a part of this Addendum. 9.23: VIEW/PASS WINDOW SCHEDULE - SHEET 2:. 1. This sheet revised 4-8-92 is a part of this Addendum. 9.24: VIEW/PASS WINDOW SCHEDULE - SHEET 6: 1. This sheet revised 4-8'-92 is a part of this Addendum per attached ASD-7, dated 4-8-92. 9.25: CASEWORK SCHEDULE - SHEET 7: 1. This sheet revised 4-8-92 is a part of this Addendum. 9.26: CASEWORK SCHEDULE - SHEET 16: 1. This sheet revised 4-8-92 is a part of this Addendum. 9.27: TOILET AND RELATED ACCESSORY SCHEDULE - SHEET 5: 1. This sheet revised 4-8-92 is a part of this Addendum. LIST OF ATTACHMENTS 1. Architectural Supplementary Drawing ASD-4, (8-1 /2" x 11 "), dated 4-8-92. 2. Architectural Supplementary Drawing ASD-5, (8-1 /2" x 11 "), dated 4-8-92. 3. Architectural Supplementary Drawing ASD-6, (8-1 /2" x 11 "), dated 4-8-92. 4. Architectural Supplementary Drawing ASD-7, (8-1 /2" x 11 "), dated 4-8-92. 5. Interiors Supplementary Drawing DSD-2, (8-1 /2" x 11 "), dated 4-8-92. 6. Interiors Supplementary Drawing DSD-3, (8-1/2" x 11"), dated 4-8-92. 7. Interiors Supplementary Drawing DSD-4, (8-1 /2" x 11 "), dated 4-8-92. 8. Structural Supplementary Drawing SSD-1, (8-1 /2" x 11 "), dated 4-8-92. 9. Structural Supplementary Drawing SSD-2, (8-1 /2" x 11 "), dated 4-8-92. 10. Sheet M0.1, (33" x 44"), revised 4-8-92. 11. Sheet M 1.3, (33" x 44"), revised 4-8-92. 12. Sheet M2.3123, (33" x 44"), revised 4-8-92. 13. Sheet M3.1, (33" x 44"), revised 4-8-92. ADDENDUM NO. 9 Page 6 HCA CENTRAL FLORIDA REGIONAL HOSPITAL 14702 Gresham, Smith and Partners 14. Sheet P1.3, (33" x 44"), revised 4-8-92. 15. Sheet P2.5, (33" x 44"), revised 4-8-92. 16. Sheet P2.8, (33" x 44"), revised 4-8-92. 17. Sheet FP2.7, (33" x 44"), revised 4-8-92. 18. Sheet E2.7, (33" x 44"), revised 4-8-92. 19. Sheet E2.8, (33" x 44"), revised 4-8-92. 20. Sheet E6.1, (33" x 44"), revised 4-8-92. 21. Sheet E6.2, (33" x 44"), revised 4-8-92. 22. Sheet CM2.3, (33" x 44"), revised 4-8-92. 23. Specification Section 13090, Radiation Protection, 3 pages. 24. Door and Frame Schedule - Sheet 11, revised 4-8-92. 25. View/Pass Window Schedule - Sheet 2, revised 4-8-92. 26. Casework Schedule - Sheet 7, revised 4-8-92. 27. Casework Schedule - Sheet 16, revised 4-8-92. 28. Toilet and Related Accessory Schedule - Sheet 5, revised 4-8-92. END OF ADDENDUM NO. 9 ADDENDUM NO. 9 O.P. Surgery Staging and Obstetrics Central Florida Regional Hospital Sanford, Florida 14702 RADIATION PROTECTION Section 13090 - Page 1 of 3 PART 1 -GENERAL 1.01 SECTION INCLUDES A. Lead glass viewing windows. B. Sheet lead. C. Furnish the following items to be installed by others: 1. Lead -line gypsum board. 2. Lead discs and lead strips. 3. Sheet lead for door hardware. 4. Lead glass for view windows. 1.02 QUALITY ASSURANCE A. Comply with requirements of the National Council on Radiation Protection and Measurements Report No. 49. 1.03 TESTING A. After X-ray equipment has been installed and placed in operation, have radiation shielding tested by a health physicist who is certified by a nationally recognized agency. Owner will pay for testing. Decision of acceptability of shielding by the health physicist shall be binding. B. Method of Testing: In accordance with requirements of National Bureau of Standards Handbook H-76 "Medical X-Ray Protection up to Three Million Volts". C. Repair or replace defective work including other affected work. Do any additional testing required for the health physicist's satisfaction. Repair, replacement and retesting shall be at contractor's expense. 1.04 COORDINATION A. Coordinate this work with other trades involved in this work. B. Deliver lead -lined gypsum board and associated items to wallboard trade so as to cause no delay in this work. C. Deliver sheet lead to hardware installer to expedite this work.. ADDENDUM NO. 9 O.P. Surgery Staging and Obstetrics Central Florida Regional Hospital Sanford, Florida 14702 RADIATION PROTECTION Section 13090 - Page 2 of 3 D. Install view window in close coordination with wallboard trade. E. Install sheet lead at electrical outlets, switch boxes, utility recesses, and other penetrations of lead -lined walls in close coordination with mechanical and electrical trades. 1.05 SUBMITTALS A. Submit the following in accordance with Section 01340. B. Manufacturer's Product Data: Illustrating equipment items and describing radiation protection items. C. Manufacturer's Published Instructions: Describing installation of view windows. 1.06 DELIVERY, STORAGE AND HANDLING A. Do not deliver items to project site until they can be installed promptly. B. Deliver items in original, resealed containers and leave protective packaging in place until items can be installed. Dispose of damaged items that cannot be properly repaired for installation. C. Handle materials carefully. D. Strictly follow Manufacturer's instructions for storing. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURER A. Bar -Ray Products, Inc., Brooklyn, N.Y. B. Substitutions: Products of other manufacturers may be submitted for review in accordance with Section 01630. ADDENDUM NO. 9 O.P. Surgery Staging and Obstetrics Central Florida Regional Hospital Sanford, Florida 14702 RADIATION PROTECTION Section 13090 - Page 3 of 3 2.02 MATERIALS A. Lead -Lined Gypsum Board: Bar -Ray Products, Inc., 5/8" thick x 4'-0" wide x height indicated, laminated with a single sheet of pure virgin lead of 1 /16" thickness. Gypsum board shall be Firecode C (Type X) only. B. Sheet Lead: Unpierced, pure virgin lead, varying not more than 3% over entire surface. 1. Lead discs: 1/16" thick x 1" diameter, to cover screw heads. 2. Lead strips: 2" wide x height and thickness indicated for lead -lined gypsum board. 3. Shields: 1 /16" thick x dimensions required for shielding electrical outlets, switch boxes, utility recesses, and other penetrations of lead -lined walls. 4. Hardware shields: 1 /16" thick x dimensions required for shield door hardware. C. Lead Glass Viewing Window: (Provide test results to verify protective requirements). Telescopic Type, Model 67516 or approved equal. 1. Match lead lining of frame to that of surrounding wall lead. Frame for lead glass view window shall be aluminum telescopic type. (not lead/steel) 2. Leaded glass, approximately 1 /4" thick. Install multiple panes to provide shielding equal to lead of surrounding wall lead. PART 3 - EXECUTION 3.01 INSTALLING A. Install viewing window strictly in accordance with manufacturer's printed instructions. B. Install sheet lead shields to cover wall penetrations and extend out at least 2" in all directions. Attach lead securely to retain it in place but do not penetrate lead with fasteners. C. Viewing windows shall be installed with center at 5'-3" above finish floor. The code requires a minimum of 18 inches from edge of glass to end of control wall. END OF SECTION 1. ::._.._..........................................................................................................................................:M F ..__................................................. �....................... , ., .......................... . ry `s H..R .: p' DEL - L f is rr O { ?' ... S P :. BOR I ' t , > : ...... ..:. ................ .... .... s DELIVERY " CORRIDOR 4 Eu;! 30 LAI L LABOR CORRIDOR. p»e �atte+ar;o-aa¢:39::� i' •y.L Y,.....„. ........... ......_...... ................... .................... ............. ............... ................_ ...... "•t :;x .......... : .r,..f :d i.. x a m � s £( 3 3 x.33 3o X A e:. ? ... Y ,.. s ro _:. < K S:r<•• ... .....................y�. <..,. ,.�•• . ,,��66 :,.,,c.,,'� acg::lg iF3....aS-a,..?,.:. a.�w.'tt :. >.. 3 �,.3.....C...... ,.. :... P e M 0 L L-�)O P� F �A I -In II ADDENDUM NO. 9 HCA CENTRAL FLORIDA REGIONAL H r SANFORD, FLORIDA ( ` P�4 GRESHAM, SMITH AND PARTNERS 14702 4/8/92P Birmingham Dallas • Nashville • Orlando ` N 2-n1 :..:...... .. A r I u w f _., f£ ,: ......... ENDOSCOPY SUITE 'DF WORK AREA ENDOSCOPY SUITE --RECEPTION , 1 ( rt £ ..:. : ..: .......... t ro s :::�-.3 a a n r, - x bf "'✓ i'�..,.,..,_„_ S`.{ 3 . m :.....: �i: DRI t ............. ..................................., s ; g ... y y e 2 Ao ADDENDUM N0, 9'� HCA CENTRAL FLORIDA REGIONAL HOSPIT SANFORD, FLORIDA `� `� GRESHAM, SMITH AND PARTNERS 14702 4/g/92 Birmingham • Dallas Nashville Orlando r z.... ............ ... ........................ . . .. ..... ........ ...... ........ . ... ....... . ..... .. ... Ilk t ......... . ........ - v R E A r< k- 4 ................. .......................... ...................... ......... .... 34 ........... .................................... AU............... L IM At F* ru r ...................... .4 . ................. .......................................... . ........ ... .............. . .. ... ..... . V-EFI-° FP�4d I8 11 -:-- I 'df p- e r e p- rl- f A e S fl T, A4. 13 ADDENDUM NO. 9 HCA CENTRAL FLORIDA REGIONAL HOSPITAL SANFORD, FLORIDA 4� VA" GRCSHAM, SMITH AND PAMNERS 14702 4/8/92 W1w Birmingham - Dallas Nashville - Orlando V-6" MINIMUM TO END OF WING WALL in�lr r mr nut v. LEAD -LINED H.M. FRAME W Q LL J W W F— N Q A 'METAL STUDS c VO ICE TRANSMISSION OPENINGS 16" O.C. MAX. ELEVATION X-RAY ROOM S IDE SECTION NOTES: 1.VOICE TRANSMISSION OPENINGS MUST BE DELETED AT RATED AND/OR SMOKE WALLS. 2. SEE SPECIFICATION SECTION 13090: RADIATION PROTECTION, FOR FURTHER REQUIREMENTS. 3. USE 5/8" TYPE "X", LEAD LINED GYP BOARD IN RATED AND/OR SMOKE WALLS. 4, VER IFY GLASS S IZE. IF S IZE IS NOT IND ICATED, IN V IEW W INDOW SCHEDULE OR ON VENDOR DRAWINGS, PROVIDE 2' o' W X V-O" H GLASS, MOUNTED 5'-0" A.F.F. TO CENTER OF WINDOW, IF NOT OTHERWISE INDICATED. DETAIL LEAD -LINED VIEW WINDOW AT NO SCALE X-RAY CONTROL ROOM ADDENDUM NO. 9 A,!�7 P - 7 HCA CENTRAL FLORIDA REGIONAL HOSPITAL SANFORD, FLORIDA 0yWK LGRESHAM, SMITH AND PARTNERS 14702 4/8/92 Birmingham • Dallas • Nashville 6 Orlando M. ...................... :3 .........: i SYMBOL LEGEND w Ott.IIF.tII)IF.P f1111flI1F.R IN 11f)OA/ E%CEP1 •..• f� WIIEIIE 1)IIIEIIWIPE IIO TEII y , a QPr DENOTES PENCIES AND COLWEATOPS AND WFVTM LEDGES +a DENOTE! CASEWOW( AND WALL CM"T9 a s, � s - ; ... ... T�SD-3 FOR I✓E4f-zND ADDENDUM NO. 9 P" z SANFORD, FLORIDA ` t BGRES HAM, SMITH AND v££ aRiNoERdS 14702 4/8/92 FINISH LEGEND WALLS TYPE II VINYL WALLCOVERING WITH PREFIX V2-5 BFG KOROSEAL, DESERT SAND, SURF #5821-80, 54" BASE HV-2 ARMSTRONG MEDINTECH SOLID VINYL, 6', #86422, WELDED SEAMS, RODS OPAL #2422 C 4 11 t41 G N i NT E 4 R�4- FLOOR HV-2 ARMSTRONG MEDINTECH SOLID VINYL, 6', #86422, WELDED SEAMS, RODS OPAL #2422. CASEWORK PL-4 FORMICA FOLKSTONE GRAFIX #507 PL-5 WILSONART, SEASPRAY #D28-6 MATc-H 1✓XISTIW4 FINISKgS DUM ND. q IZEF5p-E roe- P2, ADDENDUM NO. 9 , \,►f , F4v- -J HCA CENTRAL FLORIDA REGIONAL HOSPITAL (�)y j �'�,� - SANFORD, FLORIDA ` `2 Birmingham GRES HAM, Dallas V'II SMITH ANDPARTNERS 14702 4/8/92 GENERAL NOTES 1. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS, FINISH PLANS AND FINISH SCHEDULE AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR, INCONSISTENCY OR OMISSION THAT HE MAY DISCOVER. 2. ITEMS REQUIRING FINISH SELECTIONS THAT DO NOT APPEAR ON THE FINISH PLANS SHALL BE SELECTED FROM SHOP DRAWING SUBMITTALS AND/OR SAMPLES AS REQUIRED BY THE PROJECT MANUAL (SPECIFICATIONS). SUBMITTALS SHALL BE MADE TO THE ARCHITECT. 3. IN ALL NEW CONSTRUCTION AREAS, PAINT ALL HOLLOW METAL DOOR FRAMES AND METAL DOORS ALKYD ENAMEL SEMI -GLOSS #1M51E DAUPHIN GRAY BY DEVOE & RAYNOLDS. 4. ALL METAL ACCESS DOORS, ELECTRICAL PANELS, FIRE EXTINGUISHERS AND FIRE HOSE CABINETS, ETC. SHALL BE PAINTED TO MATCH ADJACENT WALL OR CEILING FINISH. THIS NOTE APPLIES TO OCCUPIED AREAS ONLY. 5. AREAS WHICH ARE NOT AFFECTED BY DEMOLITION OR REMODELING HAVE NOT BEEN CODED. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY UNCODED AREAS ARE AFFECTED BY THE WORK. 6. UNLESS OTHERWISE INDICATED, ALLFLOOR MATERIAL CHANGES SHALLOCCUR AT THE CENTERLINE OF A DOOR OR CASED OPENING. 7. PLASTIC LAMINATE CLAD DOORS SHALL BE COVERED WITH LAMINATE TO MATCH EXISTING DOORS. (FIELD VERIFY EXISTING: WILSONART, BROWN INDIAN TEAK, 1323). METAL DOORS SHALL BE PAINTED 1M51E, DAUPHIN GRAY BY DEVOE & RAYNOLDS. 8. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING FINISHES WHERE NEW FINISHES ARE SPECIFIED. ALL SURFACES SHALL BE PREPARED TO RECEIVE NEW FINISHES. 9. ANY DAMAGE DONE TO EXISTING FINISHES AND/OR MATERIALS SHOULD BE PROPERLY REPAIRED BY THE CONTRACTOR. 10. COVE CAP FOR BASE HV-2, SHALL BE ROUND PROFILE, COLOR #066 CHARCOAL, AS MANUFACTURED BY FLEXCO. 11. FOR INTEGRAL BASE SEE DETAIL. C Ilo�A S.Z� oN��( Tb 2/F FQaM (,40P90 PU H ND. q� ADDENDUM NO, 9 HCA CENTRAL FLORIDA REGIONAL HOSPITAL 1`�l' yI ' ` - SANFORD, FLORIDA v lea, GRESHAM, SMITH AND PARTNERS 14702 418/92Birmingham • Dallas • Nashville • Orlando Stanley D. Lindsey & Associates, Ltd. S I R U C T U R A L ENGINEERS Project CENTRAL FLORIDA REGIONAL HOSPITAL Project No. 90-2990 Date 4.8-etZ Location SANFORD, FLORIDA Referpnce Sheet Z' Sheet No. S S D I 2244 Melrocenter Blvd., Suite 208 Nashville, TN 37228-1320 (615) 244-2211, Fax (615) 244-0387 Architect GRESHAM,SMITH AND PARTNERS Stanley D. Lindsey & Associates, Ltd. STRUCTURAL ENGINEERS Project CENTRAL FLORIDA REGIONAL HOSPITAL Project No. 90-2990 Dale 4-0.gZ Location SANFORD, FLORIDA RefPrence Sheet 42. Sheet No. S S D 2 2244 �letrocenter Blvd., Suite 208 Nashville, TN 37228'-1320 (615) 244-2211 Fax (615) 244-0387 Architect GRESHAM,SMITH AND PARTNERS DOORS & FRAMES SHEET 11 OF, 17 GRESRW, SMITH AND PAWNERS I DATE 3 - 21- °l I REV 4' -8-g2 PROJECT t r. El e,.: I s : PROJ NO 14702 DOOR DOOR FRAME FIRE HARDWARE SYMBOL SIZE UNDER DETAILS RAT'G LABEL SET KEYSIDE REMARKS SPACE MARK WIDTH HEIGHT THICK MAT TYPE GLASS CUT MAT TYPE JAMB HEADI SILL NO. SPACE 31 0 %l o l 31��� IJD G ` E - AIM 141 2 l _ .� 5 ... � SEL�._GLO51 G WD F 2- 0132 A. d-! 0 (,' �. - 3/4 NM S 2 I - _ 20 2-0►32 �---` n r ,► �� WoRY. L: EAT> I- I NJ5r_> D ooiZ 6' 13A 0P � -- -- �r'j � 3 . I - -'_ 36 2-DID tEs.a � �I�>=� �ooR FRAME ......_._. GRESHAM,SMITH AND PARTNERS VIEW/PASS WINDOWS PROJECT�e - T SHEET rL OF DATE 3 — 2 7- `1 REV'S-92 PROJ NO I470 Z VIEW/ PASS WINDOWS CURTAIN TRACK REMARKS SYMBOL SIZE MAT TYPE GLASS DETAILS FSACE MARK WIDTH HEIGHT HEAD JAMB SILL SPACE NO. OKA. Z (HE E os Y5--lY1.L- - - D 1 lo 2-0117 It - 0 117 - - l . _J . _.`E. M. LT D LE 2/12 /79 M-15 r- CASEWORK LEGEND HAM, SMITH AND PARTNERS PROJECT1ir SHEET 7 OFI_ I I DATE 3-27-91 REV 4-$-qZ l PROJ NO 1470 Z AA BB _ CC DID TALL TALL -_��-- O.R. BASE SUTURE/ STORAGE STORAGE - _- CABINET = DRUG " CABINET 1'-6" Depth 1'-6" Depth 1'-6" Depth 1'-6" Depth 6'-10" Height 5'-10" Height (Install 1' 30" Width 5'-10" Height (Install 1' 5 Adj. Shelves Above Finished Floor) 27" Height (Install 1'-0" Above Finished Floor) Hinged Doors Above Finished Floor) Hinged Doors w/ Glass 5 Adj. Shelves 3 Drawers 5 Adj. Shelves Sloped SS Writing Surface w/ Lip PI Lam on Exposed Recessed Surfaces EE FF GG WARDROBE WARDROBE �srnE1&4 E UNIT UNIT U N IT 14" Depth 14" Depth q" PF- PTH 6'-10" Height 6'-10" Height 6,1- loll 4 E1�-4 H t 2'-0" Width 4'-0" Width 3'- (fD" W I PT+-1 Hinged Door Hinged Doors HI► m5P PGbRe, 0/)4l.�� One 3/4 " Shelf One 3/4 " Shelf 10" Rod Mounted Front to 10" Rod Mounted Front to Back POP Max:4�i> i�� Back V-, t 10.82 nn--ee-s— M-l(r,5 t - �- ESHAM,SMITH AND PAFrFNERS SHEET OF I . CASEWORK SCHEDULE DATE 3 - Z 7— 9 1 REV PROJECT CcJvJ o : ��"� PROJ NO 147o2 ELEV SPACE COUNTER HEIGHT UNITS REMARKS WALL V Y BASE 1� WALL U �, 5E o BASE Q WALL J BASE a F WALL v \, AA II Iv 2-D11$ ' 3_ o BASE F N 2-0132 _ WALL --� BASE E WALL BASE WALL BASE 2- D l 3 2-0137 -- WALL BASE ��► �i T'oT,l- E l�iT F r O2I-es)" WALL BASET-1 _ 6/4/86 r �- TOILET AND RELATED ACCESSORY SCHEDULE SHEET � 27 REV � SEE SPECIFICATION SECTION 10800 FOR ACCESSORY DESCRIPTIONS DATE GRESHAM; SMITH AND R4RTNERS 1 PROJECT� 1.l v l PROJ NO 14o Z SPACE NO. SPACE NAME ACCESSORY TYPES AND QUANTITIES 2....Q�12 �JO tZK_._ .DOOM .___. ... _- - 8�: .__ _._. .....:.. .__._._ . _.. _ �. 5••.. fJa.. _� Z� _-_. _ .__ . . _.2. 0_►l3__ .ST�_F-t-,..�ILET ..:.._ .......- . �}�,.�.1.,. K�.,_1� 2 (^13~K 3h,"_ _._ _ [__S�.__. }�a�. _� 21---._-__._ ._._... _._.._----.__._______..___.....__._.____.__.__. _- - 2- o► 18. LE V EL 1 :. Int�StY, ... . __ . FIVE.. �1 . _ :.: _ ._ _ _. _._ __ ._.__. _ _.... _ _.._ ..__.. 2-0 13 R/F.. EXAM 31, o �► �� Toil -ET.. A 4, S l H (t" x3�"�, E I (M ODO i o�J b� 1-87 IH-05 CITY OF SANOORDr FLORIDA t,,F PERMIT NO. r� — DATE o —� THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: fI 'MI., TA Wd yfffffa Nwl-11 ' ADDRESS OF JOB 1401 - EMI'Vi ILK & & ELEC. CONTR._$N46199e:�W ALEW, Residential Non-residentiaL.X— Subject to rules and regulations of the city and national electric codes. Number i AMOUNT Altera on Addition e air c�Z Cha e of Service Residential Commercial I Mobile Home I I Factory Built HousingI i New Residential 0-100 Amp Service 101-200 Am Service 201 Amp and above New Commercial Amp Service I Apliqatip.q.Fee i II I TOTAL IIL! By signing this application I am stating 1 will be in compliance with the NEC including Article 110, Section 110 9 and 110-10. Building Official Masf r Va trician Ax7Z:7 STATE COMPETENCY NO. E ELECTRIC INC.. Contractors & Engineers May 14, 1992 City of Sanford P. 0. Box 1778 Sanford, FL 32772-1778 To Whom It May Concern: I, Michael W. Campbell, license holder for Pan American Electric, Inc., do hereby authorize Ricky Doyle and/or Carl Cannon to pull permits on my behalf as respects to the Central Florida Regional Hospital projects. Michael W. Campbell License Number EC 0001269 2301 CRUZEN STREET, NASHVILLE, TN. 37211 • (615) 242-6336 • FAX (615) 256-6155 CITY OF SANFORD, FLORIDA PERMIT NO. ?'f -!gad DATE, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME HOT/9, C- , 22" A' P. ADDRESS OF JOB_ 57 1—C MECHANICAL CONTR. RESIDENTIAL__...-__COMMERCIAL- Subjecf fo rules and regulaflons of Sanford mechanical code. NATURE OF WORK Number i AMOUNT FUEL MOTOR H.P. B.T. U INPUT----- —.OUTPUT--- VALUATION f 11 L40 M . I - NOTE: MINIMUM PERMIT FEE $1.50 TOTAL I L Masier Mechanical COMPETENCY CARD NO. i CITY OF SANFORD, FLORIDA � PERMIT NO- - DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME 61'45;0, CG/a�• l� !`Ti'�{/�A I ADDRESS OF JOB li'G� S�/LlE/YaLE /j�v0 PLUMBING CONTR. w/- ys Res. Comm.__ Subject to rules and regulations of Sanford plumbing code. Residential: Number Amount j ddition, Repair I� I � New Residential: � One Water Closet Additional Water Closet Commercial: Fixtures. Floor Drain, Trap L _ Sewerr _ j Water Piping j I Gas Piping o j Factory -built housing I I Mobile Home j Reinspection j c Ckl Minimum Commercial Permit: $25.00 Total Master Plumber COMPETENCY CARD NO. e May 18, 1992 City of Sanford Dept of Building Permits 300 North Park Ave. Sanford EL 32771 Reference: Mechanical and Plumbing Permits To Whom It May Concern: This letter is to give power of attorney for Ed Grant, Ivey Mechanical Company Project Superintendent, to act on my behalf to call for any inspections, make application for permits, etc. for the following licenses: Plumbing Contractor License #92--05580 - 16050 Mechanical Cont. License #92--05581 - 16040 If you have any questions or need additional information regarding the above, please feel free to contact me. Yours very truly, IVE MECHAN CAL COMPANY, A PARTNERSHIP Iv echar ca or ration, (Managing Partner) R Ebert E . ooper Vice President. cc: License file IVEY MECHANICAL COMPANY Post Office Box 610 514 North Wells Street Kosciusko, Mississippi 39090 (601)289-3646 Subscribed and sworn to before me this � day of 1992. l N6tary P6b1ic My Commission Expires: G9mmisci00 Expitpg innuary 16, 1993 Also: State of Florida -w Certified Plumbing Contractor License #CF CA20371 Expires June 30, 1992 State of Florida - Certified mechanical Contractor License ##CM CA17472 Expires June 30, 1992 IVEY MECHANICAL COMPANY Post Office Box 610 514 North Wells Street Kosciusko, Mississippi 39090 (601)289-3646 PLUMBING CONTR/CERTIFIED LICENSE FEE 10.00 TRANSFER FEE DELINQUENT PENALTY DO r, r TOTAL 10.00 w 4 E N S E OCT2 i�� No. 92 065g, N ry THIS LICENSE MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS FORM BECOMES A RECEIPT ONLY WHEN. SIGNED BY CITY OF SANFORD. SANFORD FL 32771 BUSINESS, PROFESSION, OR OCCUPATION 16040 MECHANICAL CONTR/CERTIFIED STATE OF FLORIDA �ARTMEW- 'OF PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY=LICENSING !BOARD 0 4 >/ 2 5/ 91 AUDIT CONTROL NO. 1 4 1 0 8 5 4 LICENSE NO. BATCH NO. FEE AMOUNT C F CA20371` 06915 $129.00 04/25/91 I CIF CA20371 CERT f EDggPLUP3ING CONTRACTOR THE ROVISIOOCNSR OF CHAPTER 489 JG JUNE 30p, 1992 COOPER. R03ERT`_EUGENE IVEY MECHANICAL"COMPANY. 514 N HELLS ST PO BOX.6 0 KOSCIUSKO MS 39090 CONSTRUCTION INDUSTRY LICENSING E • POST OFFICE BOX 2 ;JACKS NVILLE FL 2201 069'15 F.S., FOR THE YEAR LICENSEE SIGNATURE E WALLET CARD - FOLD FO STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CERTIFIED PLUMBING CONTRACTCR COOPER. ROBERT EUGENE IVEY MECHANICAL "COMPANY CONSTRUCTION"INDUSTRY LICENSING B e OST OFFICE BOX 2 JAC KSO�i��LLE. sFL �2J20l ,. 069'1`S /��-- �! Permit N : D.3 27?A Job Address: 1 L4 01 /A) - Gfrr I Description of work: N,°,W AV Hidorie District: Zoning: CITY OF SANFORD PBRMIT APPLICATION o I e �I vd Art` Value of Work: S 1(n 5 . ZO T- — Permit Type: Building_ Electrical Mechanical Plumbing Piro Sptinkkr/Alarm Pool Electrical: New,ServiCe - # of AMPS Addition/Altetation -,y Change of Service Tcmporay Pok _ Mechanical: Rdidential` Non -Residential Replacement New (Duct Layout & Encrgy Cale. Rcquitodi Pltunbing/ New Cornmervial: N of Fixtures of Water & Sewer Lines p of G2S Lines Plumbing/New Residential; H of Water Closets Plumbiag Repair - Residential or Commercial tkcupaaacy Type: Residential Commercial Industrial Total Square Footage Construction Type: N of Stories: N of Dwelliag Unitc Flood Zone: (FEMA form required for ether than X) Farrel M: Bonding Company: Addrem Mortgage Leader: t Address: Architect Address: (Atta:b Proof of Ownership & Legal Description) Application is hereby made to obtain a pennit to do the work and installuiont as indicated.. I certify that no work or instillation has commenced prir;rttn the ilsuarscc of a permit and that all work will be peffomud 10 meet tunderda of all laws regulating construction in thit jurisdiction. 1 understand that a iteparate permit must be socured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 1331 ill, -/-s 0-�N;<ZS-A, FFJPA!�(j: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating conurvctiun and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'rWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Wf1 H YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO HCt OF COMMENCEMENT. NOTICE: In addition to the requirement$ of this permit, there may be additional reurictions applicable to this property that may be found in the public r wurds of this county, and there may be addiaonol pefmihs required from other governnWrital entities such as waft management districts, state agencies, or federal agencies. ,y ,sccaptane in is vertnalien�1>;t fit notify the owri r of the property of the requirotnen o Law FS 713. M V�1 U ! �� N p - Qc Signature of Owner/A$ t ` Date Si attire of on scar/Agent ate / c >- w caw q� M_0_N _0_ C ( w-r c di a a Print Ow t a ame Print Centmctor/ gcot•t ame / �oLaoo •R Signature of Notary -Stare of Florida Da c Signattue of Not$ S im of Florida Dar o vw a x C Q 6 , t0 -3 �Var no, Timothy Brian Moftp -. My Commission DD148348 wnedA e O �,. oLL, -P`ob dnt it Personal) Kn to M or Cootrtactor/Agent is _Personally Known to Me or viced to (� _ Produced ID or n E pines November Ot 2008 CrIzi Von IAt'PY.ICATION APPROVED 8Y: 8ldgDfl5( 1 � I� -03 7AninR' ��9 •'45 tilitiee Fp; (Initial & Date) (Initial & Date) (Initial & Date) ([ tial & Date Special Conditions: (V"d _RjA, Rpr p.n -r- 4. Ne C. au) `.03 5uipu08 z)nuepV „ nj41, popuo9 900Z 10Z ooG :saaidxg _:: • }_ £ZL£91Go# uoissltuWOD awnings and fabric structures 515 Ferguson Drive, Orlando, Florida 32805, (407) 297-1337, (800) 940-1337, fax: (407) 296-4330 POWER OF ATTORNEY I, RAYMOND C. TOOT, hereby authorize Sant Chamorro to submit and obtain any/all permits with the City of Sanford for Central Florida Hospital. All work to be performed by Sundance Awnings and Fabric Structures: Signed under seal this 8th day of October 2003. Signature OWNER Title State of Florida County of Orange The foregoing instrument was acknowledged before me this 8th day of October By Raymond C. Toot of Sundance Manufacturi Corporation, on behalf of the corporation H She s personalI mown to me r has Produced as identification and di i take -a Witness 1: Z-"'012" Witness 2: V ""'' Sharon E. Rivas' Commission #DD153225 Expires: Sep 24, 2006 6F FBonded Thru Notary Pub Iict 'Sfdfuebf°Fl&ida Commission Number My Commission Expires S 111Si'MAEPJi" PREPAREDLY; 1E �LUA. � S�voL= Coir�rrY MAi�fAtdt� MflRS'E, CLERK OF CIRCUIT COURT 'I-)' 1 we o rr 0 SEMINEiLE COUNTY CE!NEr''�' _ Ii154�5 i GAG �a+47 r� f1. Q 1vOTTCF t?P COM�v1EH . CLI RKI S # 2003180705 (dui S rich County of Seminole REC13RI)ED 10/07/2M 02s58:27 PH e o RECIMING FEES b, 00 Permit No. Tax Folio No. (Pm) BY M Nolden The un&tfi h=by � notice �t t imp—=11 be made to certaa tsesl Pr rt9, and in accordance 713, Florida 3tataaes, the &n* iformaaou is Mvided 1° Ibis Notice aF Ccmm wcMefEL DESCRWTION OF PROPERTY gogA d a ofthe XoPeM and stint address) i--vv v A i ..nE9CREMON OF IMPROVEME.N� dA OWNER INFORMATION � • . , %I LT NAME AN.D"DRESS OF FEE SIMPLE I-t= H.OLDES (¢ oTkERTHAN OWPOI�L) - Name and 6c BI SURETY 930=ft COMPM) N=c:wdaddtrs9 Amotmt ofBond LENDER Name and address be saved ss p—Mcd Pei = within the State dFled& dedg=W by pgv=uptm wham not" min otter or ottdoc may by Sec ian 713.13(l)(a)% Florida Swatm Name aad address Tu addraon to bhDsg 0— dwPms to receive acopy oftise I ieop�s I3tai as ruMedis Seedw 713(1)(b), Florida. StwAm won Dane of Ne2iwvfC gbB m date is 1 yearf m date off unkss a date is Sim m 0 3 _ to arm before me this[_„_ MY of My C EAvww - N ppbhc /� L' 20±8 The £aeegoi waaach-dew befam we lids —4T b9 ( afi, is ply hmiwo to ma or who has (type ofid�) 23 and abo &&&d Aar taste an garb. 0fir Pu,, Esta L. Orseno ? My Commission DD069842 o %Of,poi Expires January 23 2006 CERTIFIED COPI PMARYANNE IMORSE CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FLORIDA �E1TY ERK OCT 0 7 2003 ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYY) 03/13/2003 PRODUCER 407-838-3445 FAX 407-838-3460 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Lumbra, Robinson & Associates, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR PO Box 948173 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. titland, FL 32794-8173 INSURERS AFFORDING COVERAGE INSURED Sundance Manufacturing- Inc dba INSURER A: Westfield Insurance Company Sundance Awning Systems & INSURERB: Bridgefleld Employers Insurance Co. Sundance Awnings and Fabric Structures INSURERC: 515 Ferguson Drive, Ste A INSURERD: Orlando, FL 32805 INSURER E: rnv�onr�c THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DDIYY POLICY EXPIRATION DATE(MMIDDIYYI LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR CWP3971030 03/18/2003 03/18/2004 EACH OCCURRENCE $ 1,000,000 X FIRE DAMAGE (Any one fire) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC JECT PRODUCTS - COMP/OP AGG $ 2,000,000 B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Hired Auto Phy Dam CWP3971030 03/18/2003 03/18/2004 COMBINED SINGLE LIMITT (Ea accident) $ 1,000,000 X X BODILY INJURY (Per person) $ X X BODILY INJURY (Per accident) $ X X PROPERTY DAMAGE (Per accident) $ $ 500 COITIp/$ 500 Col GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG $ S A EXCESS LIABILITY X OCCUR L� CLAIMS MADE DEDUCTIBLE X RETENTION $ CWP3971030 03/18/2003 63/ 88/2004 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 $ $ $ B A WORKERS COMPENSATION AND EMPLOYERS' LIABILITYER ontr Equip+Rented/Lsd Property of Others 830-29680 P3971030 01/01/2003 03/18/2003 01/01/2004 03/18/2004 X I ORY ATUf OT E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY LIMIT $ 500,00 Equip-$200,000 Limit/$500 Ded Prop- $50,000 - Special Form Including Theft DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER - - IYJVRCU, IKJUKCK Ltl I tit: City of Sanford Florida PO Box 1788 Sanford, FL 32772 -s (7lsI) %,AIVI.CLLA I IUIV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES AUTHORIZED REPRESENTATIVE/J Kenneth Robinson/MELi...��! ©ACORD CORPORATION City of Orlando Office of Permitting Services OCCUPATIONAL LICEN,4, E �, VNER - BUSINESS LOCATION - TYPE Y ij t` T CI P r f7. ',AE AND MAILING ADDRESS �. - 11111'11 1' �110 Alf'' I ( 11 I I I I .: f l( I LI! I I III"` 2002 - 2003 �q((vA'11 IIII%11 III. IIII IUIli I111 (II,-HYI I•{1..(1 I i/(riI��I {<1.SII I( IIIi } Illl II(PAS L. INtIS,�(il fIr. IS1;IX)Kl1.N11 .`+�I AITIM"IV. (W 1111� II[il UI�.Kti SY;II.I, Uf! (L,Ai I'I_I! ,HL C0k11 LIn VCI OP ,r1�(-r UI'LI:A,V(�li OF IIII'. IIULI A'.k :.. LAWS, R (l'I.:\1-I('Nti _ - f$ 7DATE IRAi16N' ATE SEPT. 30, 2003 . ;y'z. .! ze ;, LICENSE CODE BUSINESS NUMBER 11. FEE REG.S PENALTY TRANSFER PAID YY*2002� r� EXPIRESORANGE COUNTY OCCUPATIONAL LICENSE 5000-001687 ORIGINAL 09/30/2003 Earl K. Wood, TAX:COLLECTOR ORANGE COUNTY, FLORIDA THIS LICENSE IS IN ADDITION TO AND NOT IN LIEU OF ANY OTHER LICENSE, REQUIRED BY LAW OR MUNICIPAL ORDINANCE. ff�S SUBJECT TO REGULATION OF ZONING, HEALT AND ANY OTHER LAWFUL AUTHORITY. IT IS VALID FROM OCTOBER 1,THROUGH SEP.TEMBER W OF LICENSE YEAR. DELINQUENT PENALTY IS ADDED OCTOBER 1. 5000' BUSINESS OFFICE 3000 10iI ."ORK.ERS UG z TOTAL TAX 30.00 Q' SUN D E FACTURING INC TOTAL -PAID 30.00- O R A Y M NO C-PRESIDENT TOTAL DUE .00 GU N R AND FL 3 05-1040 515 FERGUSON DR � \ U — O R L A N O O -TOOT RAYMOND C PRESIDENT PAID: 30.00 99-314708 �41U THIS FORM BECOMES A RECEIPT WHEN VALIDATED BY THE TAX COLLECTOR. ekCentral Florida REGIORIAL HOSPITAL Wednesday, September 10, 2003 To: City of Sanford Seminole County Re: Authorization to obtain construction permitting. Please accept this letter as authorization for: SUNDANCE Awnings and Fabric Structures 515 Ferguson Drive Orlando, Fl. 32805 To obtain permitting for the installation of an awning to cover the sidewalk from the Emergency Department Parking lot to the entry door into the hospital. This Letter of Authorization expires October 10, 2003. Thank nYou. �k K Rodney R. Smith Chief Executive Officer Central Florida Regional Hospital 1401 West Seminole Boulevard • Sanford, FL 32771 • 407/321-4500 • centralfloridaregional.com Seminole County Property Appraiser Database Information Page 2 of 3 l SALES INFORMATION . Deed Date Book Page Amount Vac/Imp WARRANTY DEED 09/1986 01778 1690 $100 Improved WARRANTY DEED 08/1980 01292' 0745 $110,000 Vacant WARRANTY DEED 07/1980 01289 1216 $595,000 Vacant Find Com.t)ar.able Sales within this__Subdi�ision LEGAL DESCRIPTION ALL BLKS 1N & 2N TR 17 & 1N & 2N TR 18 & ALL VACD STS BET & ALL VACD ALLEY ADJ ONN&N 16 FT VACD ST ADJ ON S & E 1/2 VACD ST ADJ ON W OF BLK 2N TR 18 & BLKS 1 & 1N TR 19 & ALL VACD ST BET & ALL VACD ST ADJ ON E & S 1/2 VACD ST ADJ ON N & N 1/2 VACD ST ADJ ON S & ALL LAND LYING N OF BLKS 2N TR 17 & 2N TR 18 S OF NARCISSUS RD TOWN OF SANFORD PB 1 PG 113 11 LAND INFORMATION Land Assess Method Frontage Depth Land Units Unit Price Land -Value SQUARE FEET 889,614F 1.25 $1,112,018 BUILDING INFORMATION Bld Gross Heated Est. Num Bld Class Year Blt Fixtures SF SF Ext Wall Bld Value N I MASONRY PILAS 1982 799 179,812 176,942 BRICK COMMON - MASONRY $8,870,723 $11,4 2 WOOD BEAM/COL 1982 0 720 0 ETAL pREF NISHED $9,406 $ BRICK 3 MASONRY 1988 10 2,205 2,205 -COMMON - $137,095 $1 PILAS MASONRY http://ntweb.scpafl.org/pls/web/seminole_county_title?PARCEL=2519305AGO1170000 8/3/2001 GENERAL NOTES 1. fM15 5MUURE MA5 BED OE ICAO IN ACGOROANC6 R60UIRW5 OF fME FI,ORIOA" BA51C WINO 5w- 1Z0 mi ( 3-5ECON0 WINO 5PE1;0) Z. AI.I. NEW FRAMIWG 15 1"Xl"X093 ALLN10 fUBE GRADE 6061-f6 (FRAME;.fO,D3 MIU; FINISH) - BUIWIWG COOS e001, U ffiK 16 5TRllCfLRAI. 1.0A05. fME FOMWING WINO ROJIREMENTS, BUIWING CATK0Y= 11 3. &1, WEIA5 ARE fO 136 GROUNO 51VI00fM WHERE IN CONfAGf WITM FABRIC IN ACC K6 WlfM 5EVION 1606, WERE EMPLOYEO IN f11E 0E510N 9 fME IMPORTA.'dGE FAGfOR- 1.0 A CANOPY fABRIG IS> f0 -BE -U.tRA5MA0E GW f0 BE (GRAY #118) �- SfRUGftFE: WINO 'WOW ":B 5. Nll. OIMWN5 f0-BE FIE10 lvERIFIEO BY SUNOw a WWI, PRE55LK COEFFIGOV N/A DESIGN PRE55LRE FOR C(JN'Wf5 6 CLA001Wr P5F ' EXISfIN6 6UI1,01N6 -- OM T*I 00 -Z. �Q 0 zO 09 Exlsfu� eul�olr� `.� ExIsrING coNc�ErE W � i- m - --- - --- - 3L'-6�` ---' - -' - ------ - SCAB 0 z a. Ir 00 0 N 39'-6j` — ' + o m o i:-_.--------------------------- -- - - -'-' - - ---- - 161 'l - --- - ' - - -- - - -- - -- - - - -- - - - - - -- -- - - - - - - - - - % N Ov w Z^o �go�x �o�� A - CyEf�AU- FLAN VIEW OF CANOPY a �Alk W.rs. r a r. - -.-... - , I�".i.. .... ... 3`@ ALUM TUBE a q GOIa,ft fYP- --- - _ - m 3 34 ALUM fLu COI LW fYP. 03 a - A Ff�ON1" E�EVA1"ION OF CANOPY 3 9 , 1 SGAIk N r,S. _- DATE: ' 08/Z6/03 REVISION: 00/00/00 o - 3"m AI.I N fLft �o GOLlwNS f YP. C . _ SEP 16 2003 SHEET: TYP. S10E E VkrlCN OF WPA[-KWPAY CANOPY OF 3 SCALE— - -- ---- - ------- - -- - --------- - ---- -- - ----- - ---- --- - ------------ - --- -- -- ---- - - ----- - --------- -------- - -- - --------- - ----- - -------- ------ -TT Fj fl,/\N VIEW OF FRAME W -- ------------------ ----------------- ------------------------------------------------------- eq -10 ----------------------- ------ ----------------------------- -------- -------------------------- - ----------------- e -5 Tyr. WCMD II 5ck* 114"';V-0, ------------------------------------------ -------------- wk A" —'r SQ SL o" ------ --------- -- ---- AW)- --------------- -------------- --------------------- ---- KID -0 AI 5t1P f --- f"5 rLAN VIEW OF FRAME4 RID WING fRU,515 FRAME � Z RID WING TRUSS FRAME i�-'3 KID ------------ --------- ------------ ------------------- ----------------------------- ------------- - --------------------------- ----------- --------- - --- --------- --------------------------- --------- ----- ----------- �; 16 T3j- T-T, NX C3 Ar-q- 1 1 1 RID I? V, V, SQ SQ -IQ sil SQ ---------- ------------- - -- --------- ------- L Wiwi FM 5fW SQ ---------- I-L- 7. Ir \11�W C� �KP\V� 4�' r[AN vlEw OF FRAME41� --- - ------- ---- -- -- T-0 - ---- ----------- - --- I _3 SCALE- WINO & 'rKU55 FRAME # 4 0 U- 00 < C)� \n \I- (P cito ZC) lz -ol m n s m z 0 cr a. ir O CQ, ont,w) z O-j- 1 C4 V) C 0 LJON I K6 no DATE: obleble) REVISION: 00/00/00 SHEET: Z ()F 3 "")KIe iu VeNty EXISfiNG 51l StU05 fYP. air AWNING A1'1'AGhMEN1' 0E-rp , 3 5cke: Kt.5. J- KAII, 0 f0 FRAME 4NIN0 FABRIC Itf EC �RACKEf fYr. AT EACf M55 14" M AMR 0. NJ. FRAME 104" M SCREWS EE' BRACKET fYP. EACrl f RU55 INC FABRIC 'NINO FRAME --------- #IOA)14" fEK 5CREW Af 6" O.C. ON FABRIC WRAPS AKOUNO El ,1-1 , 1" ALUM. fV (CONf.) � FAPKIG A1"1'AGf'IMEN1" OETAI� 3 SGAI,E= N.1.5. --------- SCh 40 ALUM. PIPE COLUMN (fYP.) o� 8" CORE ORll,l, OR ASPrIM ,� ,K f ,. - CONCRETE FILL \/ .d ' i; - i d -------- - 18" — o3 F001'ER 0ET'AI, PLAMS REVP,-EVIED CHY OF SAMFORTU, REGiSTERED • APPUCATION CONCERN No. F F-69 4eiJy7 1 Y �I / 11 ISSUED BY Glen Raven Mills Inc 1831 N Park Ave Glen Raven, NC 27217 Date Work Performed 1-13-03 This is to certify that the materials described on the reverse side hereof have been flame- retardant treated (or are inherently nonflamable). FOR Astrup Company CITY 701 AT 2937 W 25th St Cleveland STATE OH 44113 Certification is hereby made that: ( Check "a" or "b") (a) The articles described on the reverse side of this Certificate have been treated with a flame- retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No. Method of application (b) The articles described on the reverse side hereof are made from a flame -resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame- resistant fabric or material used Ultrashade Reg. No. F-69 The flame Retardant Process Used Glen Raven Mills Inc. Name of Production Superintendent will not ( will or will not) By Be Removed By Washing Steven L. Ellington,.General Mgr. Title We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, "original copy" of which has been filed with the California State Fire Marshal. The ASTRUP COMPANY Control/ lot # Customer order # P0301-0050 By Quantity 45 yds . Description Ultrashade green 108 Astrup Invoice # 2218372 Product Code 898601. Al CITY OF SANFORDiFIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: o3 PERMIT #: ✓ . f�� BUSINESS NAME / PROJECT: ADDRESS: / / o Se MC 6 PHONE NO.: '7bq I 37 7-133 /FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT ;� {STANK PERMIT [ ] OTHER [ ] TOTAL FEES: $ v O 1 (PER UNIT SEE BELOW) COMMENTS: Address / Bldyz. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all a able codes and ordinances of the Cit or lorida Sanford Fire Preve on Division A icant's Signature I x. :. w. m-. .. ..., u x +, , "xx <..✓5... ... ..-rr4 rr ..... ,., ... .._ ,a a..x, ..... .,. . ,...., :.. ,<. ,., r.. 4 _ _ .. .. .,:. -;z .. _ a. ... '.. .... .... r , .... ._ ,., . .. < 2.. ,:.. ..v �p _ : , . a.. , . «,.p. ... _, t'+, < .,.. ..st:... ,. ,.. n ..•. � r -« -„o-x , : .... x x .. , l .,. < " -p. Hex Al • il CC , , - .s All, 4 - .� �� ^FL 4 � 4 ( ^>• k P, ,fir, : 1. 1 !3 IDO�l sv '"10�-1DIVISION:� j i ZONE DATEw t ` qa--1. PERMIT # � LOT NO. CONTRACTOR x 7 y� BLOCK: JOB il-'tC' C�, c�"11�A �le Y)6 �Cx�1 G ADDRESS '� SECTION: ` (; PHONE # COST 5�, U� Q 11..`` p LOCATION '� I lJ� • �rn�l r 0 �� aA (F9�) SQUARE FEET: $ FEE nn —4 MODEL: f> s OWNER 1 QZ STATE NO. OCCUPANCY CLASS:Ok r t =ram ADDRESS PHONE # qa-IAP I PLUMBING CONTRACTOR P s `ilte r han/ Gs FEE $ ADDRESS i 2 -s1rs Thy t�iGSI'lUi �lP PHONE # 3D I �-S'�U 0 ' '� cJ l 2-(o Cl ELECTRICAL CONTRACTOR itUl Af` AQ_QQ_k.i2 �Q �-�� FEE $ ADDRESS PHONE # -L5(o.oZ MECHANICAL CONTRACTOR FEE $c")-lo ADDRESS 3?a�O PHONE # 3,2-1 - .qS'0 d j , ff 4� 4, it :. MISCELLANEOUS CONTRACTOR I 9 3 ---2-17 + 0 FEE $ ENERGY SECT. EPI:z' d ; �— WM� —Je S r� �)er` g j ADDRESS t i SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR } ELEVATION REQUIREMENTS„(" " ) - - CERTIFICATE OF OCCUPANCY rz ARCH1 TECTURAL APPROVAL DATE: ISSUED # DATE: s ATE 'S: FINAL D • - e k <� '., -_.:: .. <.. -• a ,r.. ... _- e - �,� I' ._:. , , .-< ,. :r.. APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA PERMIT NUMBER -1�� DATE ISSUED }1 TAX ID # - - 0000 JOB ADDRESS ��0 S9;411N0L 6L UA r-d/Lp Z77Z_ Total Contract Price of Job: 74q30,00() Zoning b S I T-A, L. Describe Work:. E, k)FLOOD PR Type of Construction:- 2 Total Sq. Ft. 2 Number of Stories: ''J Number of Dwellings: OA Use. LEGAL DESCRIPTION (please Attach printout from Seminole County) OWNER -�-� 0 S Q I T41_ R E D ZQ'T' 1 V A) OT7, Am ey_ i 4 ADDRESS plve ( �'6 N 37 Zo CITY STATE ZIP7 `Zp 3 TITLE HOLDER A)A (If other than owner Title Holder Address (If other than owner) City State Zip BONDING COMPANY Bonding Company City ARCHITECT G Address City A A) Q Addr ss State Zip State MORTGAGE LENDER Address City State Zip CONTRACTOR ��EN1 SC- OOj>CZX5 GOOS;T- License # (moo Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or a oinstallation has commenced prior to the issuance of a permit and o C3that all work will be performed to meet standards of all laws .a n Mregulating construction in this jurisdiction. I understand that Y ' -a separate permit must be secured for ELECTRICAL WORK, PLUMBING, CD a SIGNS, POOLS, MECHANICAL, ETC. , CD 8 Q = OWNER'S AFFIDAVIT: I certify that all the foregoing information 'is accurate and that all work will be done in compliance with all ;applicable laws regulating construction and zoning. A CERTIFIED N � -COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE CD CD r' o a 2 _ F3- c-WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS g DBEEN ISSUED. W N T CD FD' a "'( WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF o SLCOMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO m -"YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH Cl)M Z T� YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF 11 COMMENCEMENT. CD `u - / J Signature Gw/_4 G Signature ,Li!//'f1� C - caner or Vent Contractor m' E o , Date : a-- Date CD i' d -4 G1 co Notary Notary _J 4 x j Wp ��7RE19►RrE V My Com�ssion Expires NOTARY P ; MY COMM,SSaON EXPIRES JANUARY 23, 1994 NOTARY PUBLIC; STATE OF FLORIDA' AT LARGE EONUED THRU HU.:KLEBEaRY & ASSOCIATES MY COMMISSION EXPIRES JANUARY 23, 1?94 ' RnNni:i il ttdxI ,. ,+ SOCGA:ES ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUI EMEN S OF FLORIDA LIEN LAW, FS7 Application Approved By: Accepted By: FEES: Building I Radon: Police Impact: ' Fire Impact t Open Space: Application: ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) C I T Y O F S A N F O R D 7/21/92 'BUILDING PERMITS 300 N. PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- ADDITIONS/ALTERATIONS - NON-RESIDENTIALS 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS ;PERMIT #: 92-00001279'ObO 000 BLDG PHONE (407) 330-5659 .TYPE: BUILDING PERMITS PARCEL #: - ,LOCATION: 1401 W SEMINOLE BL OWNER: CENTRAL FLA REGIONAL HOSPITAL ISSUED DATE: 7/21/92 ADDRESS: 1401 W SEMINOLE BV VOID DATE 1/18/93 SANFORD FL 32771 PHONE: CONTRACTOR:CENTEX-RODGERS CONSTRUCTION CO ADDRESS: 616 MARRIOTT DR NASHVILLE TN 37214 PHONE: 615 889-4400 CERTIFICATION #: FEE TYPES ------------------------------------- BUILDING PERMITS PERMIT FEE APPLICATION FEE -BUILDING RADON GAS TAX FEE ;ROAD IMPACT FEES TOTAL FEES: ;RECEIPT #: \ ,APPROVED BY: J (FAILURE TO COMPLY WITA MECHANIC'S TWICE FOR BUILDING IM ROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR FEES CHARGED DATE FEES PAID 1188.00 7/21/92 1188-00 10.00 7/21/92 10.00 69.52 7/21/92 69.52 2765.38 7/21/92 2765.38 $4,032.90 $4,032.90 SIGNATURE: N LAW CAN RESUL E PROPERTY OWNER PAYING'; C-0. BEING ISSUED. This is to certify that the buildin located at 140OLF BL '61-) for which permit 92-00Q01279 has heretofore been issued on U21/92 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as MiA10- fC' C complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. Subdivision Regulation Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled 'Inspected ZONING: -Inspected l xz193 UT-1LITIES: Water ` Lines In Meter SetReclaimed 115 Water ENGINEERING: Drainage'' Z F Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer► Street Work WATER -SEWER IMPACT FEES APPLICATION FEE -BUILDING RADON GAS TAX FEE ROAD IMPACT FEES Sewer Lines In Sewer Tp Street Paved Street Lights DATE APPROVAL 4 r+1_ Driveway / i i 4 7 7 - MS PAID I�AT n AMOUNT r71q,flqjs-, 0 o r-� c - I 7/21/92 10.00 7/21/92 69.52 7/21/92 2765.38 I t OWNER f �i �� l 0 AL / D . >',.+ . A , .. a �n f-- - -(Sj,k, d-"" - - - -. STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION November 12, 1992 904/487-0713 Ms. Cathy Lamberth Gresham, Smith and Partners 1660 Prudential Drive, Suite 201 Jacksonville, Florida 32207 Re: Central Florida Regional Hospital E. R. Addition and Renovations/Outpatient Treatment Area Log No. H-420-C / CON No. Non -reviewable Dear Ms. Lamberth: The Addendum 4 and response dated September 14, 1992, received September 15, 1992, for the project referenced above have been reviewed and are approved without comment. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Ateph nely,P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 2727 MAHAN DRIVE • TALLAHASSEE, FL-ORIDA 32308 (:un.�ts. c(A'1' sN0 R 1-I IL 1 ,* FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 500-A-91 SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Non -Residential Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential Buildings over 3 stories ALL CLIMATE ZONES PROJECT NAME: (>--nt-ral Florida Regional HOSP ZONE: 5 ADDRESS: 1401 West Seminole Boulevard BUILDING CLASSIFICATIONS : Institutional -CRP I CITY ZIP CODE: Sanford 32771 BUILDING PERMIT NO.: . BUILDER: PERMITTING OFFICEL f- Sanford OWNER: Hos ital Corporation of America (HCA) I JURISDICTION NO.: 691500 BUILDING INFORMATION WALLS ROOF/CEILING FLOORS DOORS GLASS TYPE U AREA TYPE U AREA TYPE U AREA I TYPE U AREA TYPE U AREA Concrete (CBS) Wood frame Metal frame Insulation R-value Under attic Single Assembly Other: Insulation R-value Slab -on -grade Raised Wood Raised concrete�ij Insulation R-value Wood Metal Insulated Other Single, wall Double, wall Single, roof Double, root 2185 1 2. 8 SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE Unitary & Heat Pump Central & Heat Pump **Existing BOilexs Electric c65,000Btu/h SEER < 65,000 Btu / In HSPF- Resistance ❑ Z65,000 Blu/h EER IPLV > 65,000 Btu/h COP Dedicated Heat Pump ❑ Water cooled COP Gas Water Cooled EER IPLV Evaporatively cooled COP Natural ❑ Evaporatively Cooled EER Electric resistance COP LPG ❑ PTAC EER Gas/Oil (circle one) Oil ❑ Chillers COP IPLV < 225,000/300,000 Btu/h AFUE HRU ❑ .�-r��_ r StlIl(J (�1111E�rS 225,000/300.000 Btulh E t Other: Existing Other..___ _r-x . - LIGHTING Lighting Budget (from Table 5.13): Total Lighting Wattage 3250 - Total Conditioned Floor Area 2730 = watts/sq. tt: 1 _ 19 PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 502.4 Maximum of .37 cfm per linear foot of operable sash crack. X Doors 502.4 Maximum of 1.25 cfm per square foot of door area. Joints/Cracks 502.4 To be caulked, gasketed, weatherstripped or otherwise sealed. X Reheat 503.3 Supply air restricted to set cold/hot deck temperature to meet load of worst case zone. Resistance reheat prohibited. X Ventilation 503.4 Supplied with readily accessible switch for shut-off and/or volume reduction when ventilation is not required. X HVAC Efficiency 503.4 Minimum efficiencies -Heating: Tables 5-4, 5-5 & 5-6. Cooling: Tables 5.7A, 5-78, 5-8 & 5-9. X Transport Energy 503.5 Minimum of 8.0. X Balancing 503.6 Provide means for balancing HVAC air system & water distribution system. X HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each system. x HVAC Ducts 503.8 Air ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, 503.9 insulated and installed in accordance with the criteria of sections 503.8, 503.9 and 503.10. X 503.10 Piping Insulation 503.11 In accordance with Table 5-10. X Water Heaters 504.2 Automatic electric storage water heaters 5120 gallons and gas & oil -fired storage water heaters < 75,000 Btu/h shall meet performance minimums in Table 5-11. Larger sized water heaters shall N/A meet minimums in Table 11-1 of Standard RS-9 after 1/l/92. Swimming Pools 504.2 Spas & heated pools must have covers. Non-commercial pools must have pump timer. N/A & Spas Gas spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipe 504.4 Piping heat loss is limited to 17.5 Btu/h linear foot of pipe for recirculating systems (see Table 5-12). Insulation X Water Fixtures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig; toilets maximum 3.5 gallon flush. X Public lavatory fixture maximum flow of .5 gpm or .5 gallon if has self -closing valve. Lighting 505.1 Lighting power budgets are listed in Table 5.13. Minimum Ballast Efficacy Factors are listed in Table 5-14. X U0 wall Allowable Uo wall Actual It complying under the provisions of S. 502.1, enter the combined Uo values for the entire envelope Uo roof/ceiling Allowable � Uo roof/ceiling Actual in this section. Uo floor Allowable -N/A Uo floor Actual NIA Uo envelope Allowable Uo envelope Actual OTTV wall Allowable OTTV wall Actual OTTV roof /ceiling Allowable 0. OTTV roof /ceiling Actual 4-9 Compliance with Sectiom5,wwst:demonstrate l by a Prescriptive Measures methodology: T ❑508.0 (a) Ddtai hea'coirmercial buildings 508.0 (b) Skyboxes or sports stadium buildings less than 100 Sgivar2~feet. that are used only seasonally. I horoby certify ilia; the plans'an'J x I cations covior�od�,.b Iho calculation aro in..c�ofillianco with the Florida:EnoLg/y-P•,8;1q. �,�Cb of my ni �lwl Roviow of plans and spocillcations covered by this calculation indicates compliance with the Florida Energy Code. Before construction is eomplutod, this building will be inspected for PREPARED BY: _ t_ Q--L: =S �- compliance in accordance wi S lion 553 0 F. I horoby certify that this2iwlding is in camphance with Ihu Florida Energy Code. BUILDING OFFICIA OWNER/AGENT: _ DATE:* DATE: PERMIT NO CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-A-91 Florida Energy Efficiency Code for Building Construction HEATING DESIGN Uo — WALLS Wall Surface Winter Totals Type Area, ft' U-Value Type 1 2185 x 0.045 = 98.3 Type 2 x = Type 3 x = Type 4 x = Type 5 x = Total Awall 1. 2185 Total 2. 98.3 Door Surface Winter Type Area, ft' U-Value Type 1 x = Type 2 x = Type 3 x = Total N/A N/A Adoor 3. Total 4. Glazing Surface Winter Type Area, it' U-Value Type 1 455 x 0.54 = 245.7 Type 2 x = Type 3 x = Total 455 Aglazing> 5=. Total ",2640 Aow; 7<. = ft' line 1+3+5 344 . 2640 line 8 line 7 Total 6. 245.7 Total Heating 8. 344 line 2+4+6 = g 0.13 Uow Actual From Table 5-2: 0.37 Uow Allowed COOLING DESIGN OTTV — WALLS Wail Surface Summer TDeq Totals Type Area, ft' U-Value (See Table 5.2B) Type 1 2185 x 0.045 x 30 = 2950 Type 2 x x = Type 3 x x = Type 4 x x = Type 5 x x = Total Awall 10. 2185 Total 11. 2950 Door Surface Summer TDeq Type Area, ft' U-Value Type 1 x x = Type 2 x x = Type 3 x x = Total Adoor 12. N/A Total 13. N/A Glazing Orient. Surface OSF Shading (N, S, E, etc.) Area, ft' Coefficient S 455 142 0.54 34889 x ( x ) _ x ( x )_ x ( x )_ x ( x )_ x ( x )_ x ( x )_ Total 455 Aglazing 14. Total 15A. 34889 455 U Value 20° T 409.5 x (�ugler x ) =Total 15B. line 14 Total Aow 16. 2640 Total Cooling 17. 38248.5 10 + 12 + 14 11 + 13 + 15A OTTVow = 38248.5 _ 2640 = 18 1+41 line 17 line 16 OTTVow Actual From Table 5-2: 30.3 OTTVow Allowed HEATING DESIGN Uo — ROOF Roof Surface Winter Totals Type Area, ft2 U-Value Type 1 2730 x 0.062 = 169.3 Type 2 x = Type 3 x = Type 4 x = Total Aopaque roof 19. 2730 Total 20. 169.3 Skylight Surface Winter Type Area, ft2 U-Value Type 1 x = Type 2 x = Type 3 x = Total Askylight 21. N/A Total 22. N/A Total Aor 23. 2730 tt2 Total Heating 24. 169.3 line 19 + 21 line 20 + 22. Uor = 169.3 _ 2730 = 25.0.062 line 24 line 23 Uor Actual From Table 5-2: 0.10 Uor Allowed HEATING DESIGN Uo — FLOOR Floor Surface Winter Totals Type Area, W U-Value Type 1 x = Type 2 x = Type 3 x = Type 4 x = Total Afloor 33. ft2 Total Heating 34. Uof 35. N/A line 34 line 33 Uof Actual From Table 5-2: N/A Uof Allowed COOLING DESIGN OTTV — ROOF (If skylights used) Roof Surface Summer TDegr Totals Type Area, ft2 U-Value (See Fig. 5.1) T e l 2730 x 0.062 x 79 = 13372 yP Type 2 x x = Type 3 x x = Type 4 x x = Total Aopaque 2730 roof 26. Skylight Surface Type Area, ft2 Type 1 x Type 2 x Type 3 x Total Askylight 28• N/A Summer U-Value x Total 27. 13372 Shading Coefficient (138x )_ (138x )_ (138x )_ Total29A. N/A AT x ) = Total 29B. N/A line 28 Total Aor 30 2730 Total Cooling 31. 13372 line 26 + 28 27 + 29A + 29B oTTyor = 13372 _ 2730 = 32 4.90 line 31 line 30 OTTVor Actual From Table 5-2: 8.5 HEATING DESIGN Uo AVERAGING* (Sec. 502.2(a)) U Envelope Allowable (take U values from Table 5-2): ( 0.37x 2640 ) + ( 0.10x 2730 ) + ( x N/A ) Uow Aow (line 7) Uor Aor (line 23) Uof Aot (line 33) 5370 0.23 AE (line 7 + line 23 + line 33) U Envelope Actual (use actual calculated U values): = UE Allowed ( 0.13 x 2640 )+( 0.062 x 2730 )+(_x N/A ) U'ow (line 9) Aow (line 7) U'or (line 25) Aor (line 23) U'ot (line 35) Aot (line 33) 5370 0.004 AE (line 7 + line 23 + line 33) = UE Actual *Cooling OTTVs may not be averaged. WALL R-VALUES BUILDING COMPONENT DESCRIPTION WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 WALL TYPE 5 Exterior air film 0.17 Stucco Block 4" ENE IR 0.44 Stud Firring strip Insulation 6" EMT 19.0 Wall board 5/8!' W. BD 0.56 Solid Other 1 2" 1.22 Other Other Interior air film 0.68 R TOTAL 22.07 U=1/R 0.045 AREA 2185 Weight (lb/sq. ft.) IF FRAME: Size x Inches O.C. ROOFICEILING R-VALUES BUILDING COMPONENT DESCRIPTION ROOF TYPE 1 ROOF TYPE 2 ROOF TYPE 3 ROOF TYPE 4 ROOF TYPE 5 Room air film 0.61 Wall board AOOIL T11P 1.35 Truss Insulation 2" 8313rd 10.0 Other Air Eqmm 0.77 Other Metal Deck — Other 2.80 Other Built up I2xf 0.33 Outside air film 0.17 R TOTAL 16.03 U = 1/R 0.062 AREA (sq. ft.) 2730 U=TC IF FRAME: Size x Inches O.C. S`� : S=C_CMAN R=ID, INC. _R= PR'%)TEC='T_ON =1;ULIC CALCULATIONS r HCA -- CEW)ZAL FI-01a1 DA 7E6-10i�JAL HosPlTAL �iV(EIeLEIJGi 17-WM AL?O1 nod iEAn! For�O , SSR C01�RACT NC. 91030 DATD Desian Data Occupancy Classification OIDIIJWY 9AZA9P Density 0.16 GPM/SQ. FT. Area of applicaticn 1500 -SQ. FT. Coverage per Sprinkler 130' SQ . FT. (Ijav NEA ajuy) No. of Sprinklers calculated 1-7 Total water recuired &55 GPM. (Including hose Streams.) Name of Designer Jowj A roop Authority having Jurisdiction SPRINKLER SYSTEM HYDRAULIC ANALYSIS' Date: 04/21/92 JOB TITLE: HCA - SANFORD, FL - EMERG. ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) 1 67.0 43.0 870.0 52.8 655.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA Page 1 91030-1 REQ'D PRESS. (PSI) 20.0 655.0 GPM 150.0 GPM 100.0 GPM 405.0 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 20.0 505.0 2 0.0 - - - - 19.9 - - - 4 4.0 - - - - 13.9 - - - 5 10.0 - - - - 11.3 - - - 6 4.0 - - - - 13.8 - - - 7 4.0 - - - - 80.9 - - - 8 13.0 - - - - 76.7 - - - 9 13.0 - - - - 76.4 - - - 10 16.8 - - - - 59.9 - - - 11 16.8 - - - - 39.0 - - - 12 16.8 - - - - 38.6 - - - 13 16.8 - - - - 38.5 - - - 14 16.8 - - - - 33.1 - - - 15 16.8 - - - - 28.3 - - - 16 16.8 - - - - 25.4 - - - 17 16.8 - - - - 20.1 - - - 18 16.8 - - - - 18.1 - - - 19 16.8 - - - - 15.1 - - - 20 16.8 - - - - 13.5 - - - 21 16.8 - - - - 12.7 - - - 22 16.8 - - - - 12.3 - - - 23 16.8 - - - - 12.2 - - - 24 16.8 - - - - 12.2 - - - 25 16.8 - - - - 28.8 - - - 26 16.8 - - - - 24.2 - - - 30 12.0 K= 5.60 30.9 31.1 31 12.0 K= 5.60 25.7 28.4 32 12.0 K= 5.60 22.3 26.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: HCA - SANFORD, FL - EMERG. ROOM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 33 12.0 K= 5.60 19.4 24.7 34 12.0 K= 5.60 17.3 23.3 35 12.0 K= 5.60 14.8 21.5 36 12.0 K= 5.60 13.2 20.3 37 12.0 K= 5.60 13.1 20.2 38 12.0 K= 5.60 12.5 19.8 39 12.0 K= 5.60 12.1 19.5 40 12.0 K= 5.60 12.2 19.6 41 12.0 K= 5.60 12.2 19.6 42 12.0 K= 5.60 12.1 19.5 43 12.0 K= 5.60 27.5 29.4 44 12.0 K= 5.60 25.7 28.4 45 12.0 K= 5.60 23.4 27.1 46 12.0 K= 5.60 21.7 26.1 50 16.8 - - - - 74.7 - - - 51 8.0 HOSE STREAM 74.9 100.0 3A 0.0 - - - - 19.8 - - - 3B 0.0 - - - - 15.8 - - - 9A 16.8 - - - - 67.5 - - - { SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: HCA - SANFORD, FL - EMERG. ROOM PIPE DATA Page 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 2 505.0 8.510 PL 78.00 PF 0.1 1 0.0 SRCE 20.0 (N/A) 2.8 140 FTG ---- PE 0.0 2 0.0 0.0 19.9 0.0 0.001 TL 78.00 PV 0.1 Pipe: 3 505.0 10.520 PL 219.00 PF 0.2 3B 0.0 0.0 15.8 0.0 1.9 140 FTG 5LG PE 1.7 4 4.0 0.0 13.9 0.0 0.001 TL 331.00 PV 0.0 Pipe: 4 505.0 8.071 PL 6.00 PF 0.0 4 4.0 0.0 13.9 0.0 3.2 120 FTG L PE 2.6 5 10.0 0.0 11.3 0.0 0.002 TL 19.00 PV 0.1 Pipe: 5 505.0 8.071 PL 14.00 PF 0.1 5 10.0 0.0 11.3 0.0 3.2 120 FTG 3LG PE 2.6 6 4.0 0.0 13.8 0.0 0.002 TL 57.00 PV 0.1 Pipe: 6 FIRE PUMP Rating: 1000.0 gpm @ 81.0 psi 6 4.0 0.0 13.8 0.0 Avail.: 504.9 gpm @ 81.0 psi 7 4.0 0.0 80.9 0.0 Req'd.: 504.9 gpm @ 67.1 psi Pipe: 7 505.0 8.071 PL 8.00 PF 0.2 7 4.0 0.0 80.9 0.0 3.2 120 FTG 2LCG PE 3.9 8 13.0 0.0 76.7 0.0 0.002 TL 83.00 PV 0.1 Pipe: 8 505.0 8.071 PL 137.75 PF 0.4 8 13.0 0.0 76.7 0.0 3.2 120 FTG E PE 0.0 9 13.0 0.0 76.4 0.0 0.002 TL 155.75 PV 0.1 Pipe: 9 405.0 4.026 PL 68.00 PF 7.2 9 13.0 0.0 76.4 0.0 10.2 120 FTG 4E2T PE 1.6 9A 16.8 0.0 67.5 0.0 0.049 TL 148.00 PV 0.7 Pipe: 10 405.0 3.068 PL 92.50 PF 20.9 10 16.8 0.0 59.9 0.0 17.6 120 FTG ET PE 0.0 11 16.8 0.0 39.0 0.0 0.183 TL 114.50 PV 2.1 Pipe: 11 111.0 3.068 PL 13.50 PF 0.5 11 16".8 0.0 39.0 0.0 4.8 120 FTG T PE 0.0 12 16.8 0.0 38.6 0.0 0.017 TL 28.50 PV 0.2 Pipe: 12 53.2 3.068 PL 9.00 PF 0.1 12 16.8 0.0 38.6 0.0 2.3 120 FTG T PE 0.0 13 16.8 0.0 38.5 0.0 0.004 TL 24.00 PV 0.0 Pipe: 13 294.0 2.469 PL 8.50 PF 6.0 11 16.8 0.0 39.0 0.0 19.7 120 FTG T PE 0.0 14 16.8 0.0 33.1 0.0 0.291 TL 20.50 PV 2.6 Pipe: 14 262.9 2.469 PL 8.25 PF 4.8 14 16.8 '0.0 33.1 0.0 17.6 120 FTG T PE 0.0 15 16.8 0.0 28.3 0.0 0.236 TL 20.25 PV 2.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: HCA - SANFORD, FL - EMERG. ROOM PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 15 234.5 2.469 PL 3.00 PF 2.9 15 16.8 0.0 28.3 0.0 15.7 120 FTG T PE 0.0 16 16.8 0.0 25.4 0.0 0.191 TL 15.00 PV 1.7 Pipe: 16 208.1 2.469 PL 11.00 PF 5.4 16 16.8 0.0 25.4 0.0 13.9 120 FTG 2ET PE 0.0 17 16.8 0.0 20.1 0.0 0.153 TL 35.00 PV 1.3 Pipe: 17 183.4 2.469 PL 3.75 PF 1.9 17 16.8 0.0 20.1 0.0 12.3 120 FTG T PE 0.0 18 16.8 0.0 18.1 0.0 0.121 TL 15.75 PV 1.0 Pipe: 18 160.1 2.469 PL 8.00 PF 3.0 18 16.8 0.0 18.1 0.0 10.7 120 FTG 2ET PE 0.0 19 16.8 0.0 15.1 0.0 0.094 TL 32.00 PV 0.8 Pipe: 19 138.6 2.469 PL 10.75 PF 1.6 19 16.8 0.0 15.1 0.0 9.3 120 FTG T PE 0.0 20 16.8 0.0 13.5 0.0 0.072 TL 22.75 PV 0.6 Pipe: 20 98.0 2.469 PL 9.25 PF 0.8 20 16.8 0.0 13.5 0.0 6.6 120 FTG T PE 0.0 21 16.8 0.0 12.7 0.0 0.038 TL 21.25 PV 0.3 Pipe: 21 58.7 2.469 PL 10.75 PF 0.3 21 16.8 0.0 12.7 0.0 3.9 120 FTG T PE 0.0 22 16.8 0.0 12.3 0.0 0.015 TL 22.75 PV 0.1 Pipe: 22 39.1 2.469 PL 3.50 PF 0.1 22 16.8 0.0 12.3 0.0 2.6 120 FTG T PE 0.0 23 16.8 0.0 12.2 0.0 0.007 TL 15.50 PV 0.0 Pipe: 23 19.5 2.469 PL 6.50 PF 0.0 23 16.8 0.0 12.2 0.0 1.3 120 FTG T PE 0.0 24 16.8 0.0 12.2 0.0 0.002 TL 18.50 PV 0.0 Pipe: 24 57.8 1.049 PL 5.50 PF 9.7 12 16.8 0.0 38.6 0.0 21.5 120 FTG T PE 0.0 25 16.8 0.0 28.8 0.0 0.927 TL 10.50 PV 3.1 Pipe: 25 53.2 1.049 PL 13.00 PF 14.3 13 16.8 0.0 38.5 0.0 19.7 120 FTG T PE 0.0 26 16.8 0.0 24.2 0.0 0.794 TL 18.00 PV 2.6 Pipe: 26 31.1 1.049 PL 7.55 PF 4.3 14 16.8 0.0 33.1 0.0 11.6 120 FTG ET PE 2.1 30 12.0 5.6 30.9 31.1 0.295 TL 14.55 PV 0.9 Pipe: 27 28.4 1.049 PL 9.80 PF 4.7 15 16.8 .0.0 28.3 0.0 10.5 120 FTG 2ET PE 2.1 31 12.0 5.6 25.7 28.4 0.249 TL 18.80 PV 0.7 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: HCA - SANFORD, FL - EMERG. ROOM PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 28 26.5 1.049 PL 14.80 PF 5.2 16 16.8 0.0 25.4 0.0 9.8 120 FTG 2ET PE 2.1 32 12.0 5.6 22.3 26.5 0.218 TL 23.80 PV 0.6 Pipe: 29 24.7 1.049 PL 7.30 PF 2.7 17 16.8 0.0 20.1 0.0 9.2 120 FTG ET PE 2.1 33 12.0 5.6 19.4 24.7 0.192 TL 14.30 PV 0.6 Pipe: 30 23.3 1.049 PL 9.80 PF 2.9 18 16.8 0.0 18.1 0.0 8.7 120 FTG ET PE 2.1 34 12.0 5.6 17.3 23.3 0.173 TL 16.80 PV 0.5 Pipe: 31 21.5 1.049 PL 9.30 PF 2.4 19 16.8 0.0 15.1 0.0 8.0 120 FTG ET PE 2.1 35 12.0 5.6 14.8 21.5 0.149 TL 16.30 PV 0.4 Pipe: 32 20.3 1.049 PL 10.55 PF 2.4 20 16.8 0.0 13.5 0.0 7.6 120 FTG ET PE 2.1 36 12.0 5.6 13.2 20.3 0.134 TL 17.55 PV 0.4 Pipe: 33 20.2 1.049 PL 9.80 PF 2.5 20 16.8 0.0 13.5 0.0 7.5 120 FTG 2ET PE 2.1 37 12.0 5.6 13.1 20.2 0.133 TL 18.80 PV 0.4 Pipe: 34 19.8 1.049 PL 10.55 PF 2.2 21 16.8 0.0 12.7 0.0 7.4 120 FTG ET PE 2.1 38 12.0 5.6 12.5 19.8 0.128 TL 17.55 PV 0.4 Pipe: 35 19.5 1.049 PL 12.05 PF 2.6 21 16.8 0.0 12.7 0.0 7.2 120 FTG 2ET PE 2.1 39 12.0 5.6 12.1 19.5 0.124 TL 21.05 PV 0.4 Pipe: 36 19.6 1.049 PL 10.30 PF 2.2 22 16.8 0.0 12.3 0.0 7.3 120 FTG ET PE 2.1 40 12.0 5.6 12.2 19.6 0.125 TL 17.30 PV 0.4 Pipe: 37 19.6 1.049 PL 9.80 PF 2.1 23 16.8 0.0 12.2 0.0 7.3 120 FTG ET PE 2.1 41 12.0 5.6 12.2 19.6 0.125 TL 16.80 PV 0.4 Pipe: 38 19.5 1.049 PL 10.30 PF 2.1 24 16.8 0.0 12.2 0.0 7.2 120 FTG ET PE 2.1 42 12.0 5.6 12.1 19.5 0.124 TL 17.30 PV 0.4 Pipe: 39 29.4 1.049 PL 5.80 PF 3.4 25 16.8 0.0 28.8 0.0 10.9 120 FTG ET PE 2.1 43 12.0 5.6 27.5 29.4 0.265 TL 12.80 PV 0.8 Pipe: 40 28.4 1.049 PL 11.80 PF 5.2 25 16.8 -0.0 28.8 0.0 10.5 120 FTG 2ET PE 2.1 44 12.0 5.6 25.7 28.4 0.249 TL 20.80 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/21/92 JOB TITLE: HCA - SANFORD, FL - EMERG. ROOM WATER SUPPLY CURVE 180.0 150.0 a 120.0 90.0 6 0. 0 30.0 sm 4M 2M 0.0 -14.7 200 300 400 500 600 700 800 900 FLN (pm) ......... Sprinkler uater available at source 91030-1 LEGEND 1m Pressure available at source 52.80 psi P 505.0 gpm 2N Pressure required at source 20.00 psi e 505.0 gpm 3M Total Pressure available from pump 81.00 psi e 504.9 gpm M Net Pressure supplied by pump 67.09 psi P 504.9 qpm 5m Total Pressure avail- able at pump dschg. 133.80 psi e 504.9 qpm 10% Total Pressure req- uired at pump dschg. 80.85 psi P 504.9 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS- Page 6 JOB TITLE: HCA - SANFORD, FL-.EMERG. ROOM PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN),LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 41 27.1 1.049 PL 5.30 PF 2.8 26 16.8 0.0 24.2 0.0 10.1 120 FTG ET PE 2.1 45 12.0 5.6 23.4 27.1 0.228 TL 12.30 PV 0.7 Pipe: 42 26.1 1.049 PL 12.55 PF 4.6 26 16.8 0.0 24.2 0.0 9.7 120 FTG 2ET PE 2.1 46 12.0 5.6 21.7 26.1 0.212 TL 21.55 PV 0.6 Pipe: 43 100.0 8.071 PL 92.80 PF 0.0 9 13.0 0.0 76.4 0.0 0.6 120 FTG 2T PE 1.6 50 16.8 0.0 74.7 0.0 0.000 TL 162.80 PV 0.0 Pipe: 44 100.0 2.469 PL 62.50 PF 3.7 50 16.8 0.0 74.7 0.0 6.7 120 FTG 3ET PE 3.8 51 8.0 H.S. 74.9 100.0 0.040 TL 92.50 PV 0.3 Pipe: 45 505.0 10.520 PL 10.00 PF 0.0 2 0.0 0.0 19.9 0.0 1.9 140 FTG T PE 0.0 3A 0.0 0.0 19.8 0.0 0.001 TL 77.00 PV 0.0 Pipe: 46 FIXED PRESSURE LOSS DEVICE 3A 0.0 0.0 19.8 0.0 4.0 psi, 505.0 gpm 3B 0.0 0.0 15.8 0.0 Pipe: 47 405.0 3.068 PL 41.50 PF 7.6 9A 16.8 0.0 67.5 0.0 17.6 120 FTG ---- PE 0.0 10 16.8 0.0 59.9 0.0 0.183 TL 41.50 PV 2.1 NOTES: (1) Calculations were performed by the HASS 5.5.0 computer program under license no. 120H619 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.076 gpm. (3) Velocity pressures are printed for information only, and are , not used in balancing the system. Maximum water velocity in any pipe is 21.5 ft/sec. Ak Frie STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES OFFICE OF REGULATION AND HEALTH FACILITIES 904/487-0713 June 29, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 1660 Prudential Drive, Suite 201 Jacksonville, Florida 32207 Re: Central Florida Regional Hospital Emergency Room Addition and Renovations/ Outpatient Treatment Areas Log No. H-420-C / CON No. Non -reviewable Dear Ms. Lamberth: With the exception of the enclosed comments, the construction documents with life safety plans, specifications and hydraulic calculations, received on May 4, 1992 for the project referenced above are approved for a local building permit application. Your response to these comments in the form of an addendum, change order or revised contract documents as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as. soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of the ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your submission constitutes a record public document, proper signing, sealing and dating by each design professional is required. 2727 MAHAN DRIVE 0 TALLAHASSEE, FLORIDA 32308 Ms. Cathy Lamberth Gresham, Smith and Partners June 29, 1992 Page Two Re: Central Florida Regional Hospital Emerg�gcy Room Addition and Renovations/ Outpatient Treatment Areas Log -.No. H-420-C / CON No. Non -reviewable Please have the required signatories read and sign the enclosed Standard Provisos. Return one completed and signed copy of the provisos, along with the information requested on the enclosed Health Facility Data Form to this office within ten days. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Director Office of Plans and Construction RCR/Bsl Enclosures Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. s i CENTRAL FLORIDA REGIONAL HOSPITAL EMERGENCY ROOM ADDITION AND RENOVATIONS/ OUTPATIENT TREATMENT AREAS LOG NO. H-420-C / CON NO. NON -REVIEWABLE JUNE 29, 1992 ARCHITECTURAL Sheets C1.1 and A2.1: A-1 Provide plans for the temporary trailers which will accommodate emergency room registration, waiting and support space. Such spaces should comply with appropriate sections of Chapter 1OD-28, F.A.C. including a telephone and drinking fountain within 75 feet of the waiting room. Provide details for the ramp and handicapped accessible facilities. Indicate any assumed property lines and show distances between such property lines and buildings in accordance with the respective construction types. These temporary facilities are considered a business occupancy. A-2 Specify a closer for Door A at Space 1-0325A at Space 1034 and the existing door at the west end of Space 1-0319. A-3 Include Door B at Space 1-0316 and Door A at Space 1-0313 in the door schedule. A-4 Specify a breakaway feature for the bi-parting exterior doors. A-5 Specify soap dispensers and disposable towel dispensers at all hand washing facilities. Sheet A0.1• A-6 Correct the egress calculations to reflect a fully sprinklered facility. A-7 Provide permanent exit signs at the 2 doors at the east end of the corridor between Column Grids D. Egress is being diverted through this corridor during construction. Sheet A6.1• A-8 Provide access is the emergency room canopy to view the smoke barrier near Space 1-0333. JRM/sl Paqe 1 of 3 CENTRAL FLORIDA REGIONAL HOSPITAL EMERGENCY ROOM ADDITION AND RENOVATIONS/ OUTPATIENT TREATMENT AREAS LOG NO. H-420-C / CON NO. NON -REVIEWABLE JUNE 29, 1992 MECHANICAL AC-1 Provide a minimum of 6 inches clearance between the ductwork and the fire/smoke wall at Outpatient Waiting 1-0324. AC-2 Provide equal relative pressure in Registration 1-0319 and Emergency Passage 1-0311. JES/sl FIRE PROTECTION Approved without comment. JES/sl ELECTRICAL Specifications: E-1 PVC conduit shall not be utilized for branch circuit use to or '.in patient care areas. Patient care areas include infant nurseries, medication preparation areas, pharmacy dispensing areas, all general and acute nursing areas, psychiatric bed areas, ward treatment rooms, nurse stations, specialized patient care areas, angiographic labs, cardiac catheterization labs, coronary care units, hemodialysis rooms/areas, all emergency treatment beds/rooms/areas, human physiology labs,. intensive care units, all postoperative recovery beds/rooms/areas, physical therapy rooms, patient rooms and patient toilet areas including similar areas for nursing homes, hospitals, outpatient surgical facilities and ambulatory surgical centers. E-2 In critical care areas, all receptacles shall be identified and shall also indicate the panel and circuit numbers. E-3 In critical care areas, there shall not be more than 2 duplex electrical receptacles per circuit. Paste 2 of 3 CENTRAL FLORIDA REGIONAL HOSPITAL EMERGENCY ROOM ADDITION AND RENOVATIONS/ OUTPATIENT TREATMENT AREAS LOG NO. H-420-C / CON NO. NON -REVIEWABLE JUNE 29, 1992 E-4 Sheets E-2.1 and E2.2 indicate circuits by panel designation and circuit number. E-5 Visual fire alarm signals shall include flashing "fire" lights. The flashing "fire" lights need not be in the same location as the audible devices but must be noticeable throughout the corridor system. See Corridor 1-0305. E-6 Provide a panel schedule for Panel NEAL. EWC/sl Page 3 of 3 •, STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES OFFICE OF REGULATION AND HEALTH FACILITIES 904/487-0713 May 15, 1992 `e. �. i� �� 11u.T E.Iv _ �s � p�lJ)3�Z•��-�!.1��1w,.._�. 1�Ke � kit— i•S�IS IF'ttOJtc:.t' 1r`1��.1�::•.1:...4;� Mr. David Kincaid Cs P it u a la..l y a Construction Manager Hospital Corporation of America a��l AL'~ e � � " f1.hY � U iS82 One Park Plaza, Post Office Box 550 L4', G50-4 ME�vuMH�s o. Nashville, Tennessee 37202-0550 .ro Re: Central Florida Regional Hospital ER Addition and Renovations novzs Log No. H42,0-C / CON No. Non -reviewable Dear Mr. Kincaid: Approval is hereby given for the commencement of foundation and necessary site work pmlX for the above -referenced project. This approval covers only the foundation work for this project as shown on the construction documents for the foundation which were submitted to and are maintained in this office, No work may be done on any other portion of the building until final document approval has been received from this office. You are advised that this approval is not intended to usurp the authority of your local building official in any way. A building permit is still required. You are also advised that approval of this work does not alter or amend in any way the requirements for a valid certificate of need (or exemption therefrom) for' this project. In addition, this approval does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Subsequent reviews by this office may, by necessity, cause changes to be made within the building, andthese changes may affect the foundation work, The risk of starting foundation work at this time must therefore be assumed by the owner. You will be notified when we have completed our review of the final constriction documents. Sincerel , Richard C. s Vold Director Office of plans and Construction RCR/Bbs CEN7'EX-RODGEas Copy to: Wayne McDaniel Community health Services and Facilities Sanford Building Department Cat i A. La�ilm��tbhherth ppaay�{{ Gres ,.�UOA �F�IC�W'TALLAHASSEE• FLORIDA 32308 ADDENDUM NO. 3 E.R. ADDITION AND RENOVATIONS HCA CENTRAL FLORIDA REGIONAL HOSPITAL Sanford, Florida July 21, 1992 FOR HCA - THE HEALTHCARE COMPANY HCA Account #32725 GS&P Project #15201 F� oR FL MING WOOD, SMITH. JR Z GRESHAM, SMITH AND PARTNERS •° % V Registration #AA P000034 4 6,4 P.O. Box 1625 .� ? '���ST ••••O11°•°•I �\��``` Nashville, Tennessee 37202 ,D`��3310 West End Avenue Nashville, Tennessee 37203-1383 Telephone: 615/385-3310 SMITH SECKMAN REID, INC. MECHANICAL/ELECTRICALENGINEERS ssiy west cna Avenue Nashville, Tennessee 37203 Telephone: 615/383-1113 C ht 1992 opYr�9 ADDENDUM NO. 3 Page 2 HCA CENTRAL FLORIDA REGIONAL HOSPITAL 15201 Gresham, Smith and Partners This Addendum forms a part of and modifies the Contract Documents, dated April 23, 1992, and subsequent Addenda. REFER TO ARCHITECTURAL DRAWINGS: 3.1: SHEET A0.1: Revise this sheet as follows: 1. Add an exit light at the exit door on the east end of plans between column grids D. This is to reflect an existing condition. 3.2: SHEET A6.1: Revise this sheet as follows: 1. Add Note # 10 which reads as follows: "Contractor shall provide access panels in cement plaster soffit on the west side of the exterior smoke wall adjacent to space 1-0333 so that Florida H.R.S. can inspect the smoke wall. These access panels shall be at intervals not to exceed 30'-0" and in such locations as necessary to view all surfaces of the partition. 3.3: SHEET D2.1: Revise this sheet as follows: 1. Change the vinyl wallcovering in Space 1-0310 from VWC-5 to VWC-3. REFER TO MECHANICAL DRAWINGS: 3.4: SHEET M2.1: 1. (Composite) revised 7-21-92 is a part of this Addendum. See attached. REFER TO ELECTRICAL DRAWINGS: 3.5: SHEET E2.1: 1. Revised 7-21-92 is a part of this Addendum. See attached. 3.6: SHEET E2.2: 1. Revised 7-21-92 is a part of this Addendum. See attached. 3.7: SHEET E2.3: 1. Revised 7-21-92 is a part of this Addendum. See attached. 3.8: SHEET E7.1: 1. Revised 7-21-92 is a part of this Addendum. See attached. ADDENDUM NO. 3 Page 3 H A CENTRAL FLORIDA REGIONAL HOSPITAL 15201 Gresham, Smith and Partners REFER TO PROJECT MANUAL: 3.9: SECTION 08710 - FINISH HARDWARE: 1. On Page 5, Paragraph D, change title from cylindrical locksets to "lever locksets and in Item #3 where the word "knob(s)" appears change to the word "lever(s)". 3.10: DOOR AND FRAME SCHEDULE: 1. On Page 3, Change the Hardware Set from 5 to 7 on Door 1-0324A. 2. On Page 4, Change the Hardware Set from 6 to 7 on Door 1-0325A. 3. On the existing door at the west end of Space 1-0319 remove existing hardware and provide Hardware Set 7. 3.11: CASEWORK SCHEDULE:, 1. Sheets 8 and 9 have 'been revised and are a part of this Addendum. LIST OF ATTACHMENTS 1: __Mechanical Drawing M2, (34" x 44"), revised 7-21-92. 2: Electrical Drawing E2.1, (34" x 44"), revised 7-21-92. 3: Electrical Drawing E2.2, (34" x 44"), revised 7-21-92. 4: Electrical Drawing E2.3, (34" x 44"), revised 7-21-92. 5: Electrical Drawing E7.1, (34" x 44"), revised 7-21-92. 6: Casework Schedule; Sheets 8 and 9 (8-1/2" x 11 "), revised 7-21-92. END OF ADDENDUM NO. 3 1 wo CASEWORoo�Tlor� K SCHEDULESHEETGRESFIAM,SMITHANDPARTNERS ro,N� REN.cV.4"T1oNs DATE �'"Z3'92 R2i%q2 PROJECT Gt:NTp.ot. F�oR�cy4 RF-GIoOAI„ 1�1-osP• PROJ NO 1 SZO)AM ELEV SPACE COUNTER HEIGHT UNITS �Nfulnll REMARKS WALL U Y U Y U \\\\` ��oo•o• o���iQ� ///� P S iC (, N, �..` E FLEM .... NG.. ., ,# 3•-p��..G�E,AR. KNEE .. . _.. BASE F ;• -030 I WALL s �$� L OFF • 4 BASE iC WALL W �. STA. 2 � - + �u N L /4•2 FrE`n VF,,(,rFy D,naEMSro,V . SEF-� BASE 1- o31 o WALL N. 2 It> -4 Feel veoi y 'VimeUsiaf-� See 2.2 N. `STA. BASE �' N PRov4de rort.,x s i►+ GCv.a�ey-feP , E t F oc at1�u -Q310 WALL Loc.�. DooR, romp pg-a." I�ERioR- 1J, BASE g $ C Dl ATic� ST (LAG VXfLe-OT/G S BOX W/T14 L OC,K.• . Y WA�V._G►aQIrJEYS _..%�-D"..Tot�ol (:F.rvGTH WALL Y S();XKPT TA, A A R�FEI� 7 b GOMM✓N/CA7ia� DRbf.i/n/�aS 3.DE ut BASE 1! 7�W; OFE K �a lacor/oN OF ,ER. AADrO /LEPEATEX -03 ' :�CEiaOVE ExISTING w.OLl. BASE A,+O MaTG� WALL EX STIR — �� Gpo1 err To P/ZOVIPE .S AC.E FoX E G, (/, Exis-iill /vgw O.F.E, - pROV10E ENo P•or•Ecs BASE o as 1-6-av)aEQ , WALL C F E _jTpeoWAE GvT-ov-r Tv covN>E�TvP BASE BASE — — G FvA- fli-arFIL PAt'P2 FL-EO STotEo IN �A6/t✓�T —p31� WALL BASE G G /' !" /vt SEF 0157"AIL5 4/A+..2 _ . r SHEET 9F to CASEWORK SCHEDULE ` GRESHAM, SMITH AND PARTNERS DATE ` -*Z3- `t 2 REV ER. ,dUpl"riON pN0 U-o6jATi ON$ PROJECT GENTR-At- Fuop-ia4 I'EGiDNAA- PROJ NO ELEV SPACE COUNTER I..IE UNITS REMARKS WALL BASE I -o321 WAL 3 V �4 pxov)D G vT •Out 1 Go✓iv TElL?Op W BASE f1/j L OFE Fof- pR-NTER. f'f-1ML FC 0..... . 4Y WALLILK. �- N L: 3 Of Fto (loom BASE `� i✓ � i �-0316 WALL '� •• •• BASE S D �i4�'I S ./ 4'i Z _� ... aWOOp SMITH. JR. _ ._lAf I-03Z4 WALL _ .e` 64 7, ,ft BASE 50jS Z/ -03Z5 3=1D" WALL . ' �.. w i•E(51 Ste, BASE &EGEPTa) 2'-10' 1-o32G WALL Y U 9WE FOIL OFe (,VAS S C.ALE) A�ABlNE7 BASE �Et.SGTE-i• 3 /-03Z5 WALL V Z ~ to BASEL.L. TO WA L,L- 1-0329 WALL U Y U �j 0, t'• 2 =to" EXAM BASE 6/4/86 APPLICATION FOR i BUILDING PERMIT— MOBILE HOME INSTALLATION CITY OF SANFORD, FLORIDA Date 2=0 19 12— Permit No. �J Icz To THE BUILDING OFFICIAL: The undersigned hereby applies for a permit for the following described work: 'n � ( Owner ��IJ77ZA L P.D2Gt>A 1,nNoL i- ViS I ML Address 1 col S,9Mltl0C.F;-. '9LUD. 5AAJI'ORU�IN, BLOCK & TIE DOWN PLUMBING INSTALLATION ELECTRICAL INSTALLATION MECHANICAL FOR A/C APPLICATION FEE TOTAL FEES I certify that the above information Approved r—� is true and correct and that I will I Date t �� 19 _ comply with all applicable codes I and ordinances of the City of o Sanf d, Florida. Al k2 �JtLDING OFFICIAL SIGNATURE OF APPLIC NT !. I'P'Y OF S A N F 0 R D -'J2%92 BUILDING PERMITS 300 N. PARK AVENUE SANFORD, FL 32771 IMOBILE HOME PERMIT PERMIT #: TYPE: PARCEL #: AWION: ADDRESS: 92-00001277 000 000 MBHA MOBILE HOME - BUILDING PMT. 69R+RWL2# Ngj8I8kAL HOSPITAL. 1401 W SEMINOLE BV SANFORD FL 32771 PHONE: CONTRACTOR:CENTEX-RODGERS CONSTRUCTIONCO ADDRESS: 616 MARRIOTT DR NASHVILLE TN 37214 PHONE: 615 889-4400 CERTIFICATION #: 'FEE TYPES !------------------------------------- !MOBILE HOME - BUILDING PMT. PERMIT FE APPLICATION FEE -MOBILE HM TOTAL FEES: INSPECTIONS ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 ISSUED DATE: VOID DATE: FEES CHARGED -------------- 20.00 10.00., -------------- $30.00 7/21/92 1/18/93 DATE FEES PAID ------------------------ 7/21/92 20.00 7/21/92 10.00 -------------- $30.00 'RECEIPT #: - il APPROVED BY: SIGNATURE: FAILURE TO COMPLY WIT MECHANIC'SQ�iEN LAW CAN RESUL IN E PROPERTY OWNER PAYING ;TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. ADDENDUM NO. 1 E.R. ADDITION AND RENOVATIONS HCA CENTRAL FLORIDA REGIONAL HOSPITAL Sanford, Florida July 7, 1992 FOR HCA-THE HEALTHCARE COMPANY 4 HCA Account #32725 Ole •0 .•4� I PERMIT �# . DATE FLEMING RESIDENTIAL :WOOD :WOOD SMITH. JR - COMMERCIAL (} � 4 ADDRESS 1 t46I 1� •. 64 ••• �v �: �- i c/ •�� �? OWNER sj°••.•..••• �• " ��/►£rD���AR� to CONTRACTOR Cer-,te ?(- U %S .• N,4 •ti J 1FlC 3515 • 5 TE OF ems' 0� R,p::� =. 0*1 �1a! nn r ,f �11 /404'�1�,1 -�S E C O , j_ SATE OF 4zj VALUATION PERMIT FEE THIS APPROVAL DOES NOT GRANT' PERMISSION TO VIOLATE ANY APPLICABLE CODE. BEEP THIS PLAN ON JOB AT ALL TINIES. GRESHAM, SMITH AND PARTNERS Registration #AA P000034 3310 West End Avenue Nashville, Tennessee 37203-1383 Telephone: 615/385-3310 SMITH SECKMAN REID, INC. MECHANICAUELECTRICAL ENGINEERS 3319 West End Avenue Nashville, Tennessee 37203 Telephone: 615/383-1113 Copyright 1992 Al ADDENDUM NO. 1 Page 2 Gresham, Smith and Partners This Addendum forms a part of and modifies the Contract Documents, dated April 23, 1992, and subsequent Addenda. REFER TO CIVIL DRAWINGS: 1.1: SHEET C1.1: Revise this sheet as follows: 1. Relocate temporary trailer and add temporary drive. and sidewalk as indicated on Civil Supplementary Drawing CSD-1, dated 6-30-92. REFER TO ARCHITECTURAL DRAWINGS: 1.2: SHEET A2.1: Revise this sheet as follows: 1. Relocate temporary facility and revise notes as indicated on Architectural Supplementary Drawing ASD-1, dated 7-7-92. 2. The temporary facility (trailer) shall be of size and layout as indicated on Architectural Supplementary Drawing ASD-2, dated, 7-7-92. 3. Provide utilities for the temporary facility as indicated on MPE Supplementary Drawing MPESD-1, dated 7-7-92. LIST OF ATTACHMENTS 1: Civil Supplementary Drawing CSD-1, (8-1 /2" x 11 "), dated 6-30-92. 2: Architectural Supplementary Drawing ASD-1, (8-1 /2" x 11 "), dated 7-7-92. 3: Architectural Supplementary Drawing ASD-2, (25-1/2" x 33"), dated 7-7-92. 4: Mechanical Plumbing Electrical Supplementary Drawing MPESD-1, (25-1/2" x 33"), dated 7-7-92. END OF ADDENDUM NO. 2 PROJECT A L ARCHT. ENGR. CHK.— REV 'JOB NO. SUBJECT to f- y 1 30 -1 SHT.NO. Iffiv, Aw 7r-vvpo tl MATCW PTNNT 'A' JESSAM E AVE LIE D) Iz. 3=,- Gllgl it i 1 -7 1 —,-- 4c, Ir 10, row -4 9t 175, Ht Let -A -77 -4 It Sfif-- Lu Fxj ST. LC )o "Wyt\i PLO-/ THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILMES To HOUSE E B ny EMERGENCY REGISTRATION, WAKING AND OTHER SUPPORT SPACES AS I DIRECTED BY THE OWNER. CONSTRUCTION OF TEMPORARY FACILMES SHALL COMPLY WITH STATE AND LOCAL BUILDING REQUIREMENTS AND SHALL BE os NON-COM8usn8LE MATERIAL THE CONTRACTOR sKql woRx DIRECTLY WITH THE OWNER TO DETERMINE EXACT LAYOUT AND LoCAnON, SEE A21 . ILj -� —IL As-D v, !r, VI cArvup FLU W DETECTABLE WARMIN DOMES z 0 LL. NEW , CU R 8 7 C _ '21 s. NEWcANOP— FLUSH CHIGVII CURS VAN ACCE SPACE NEW wy CONNECTION— 'Q 9 CLZ N E A. Ck A. .-RELOCATED LANDSCAPING c) Go F. r 14 -4 NEW E.R. ADDITION R ,A ITA 9 Y SEWER Ut 9 P LLJO 14 V&K A-CCE56MLE 51rW 5ILT PENCE j:L2 DN. (-Typ) W GRESHAM, SMITH AND PARTNERS PROJECT C>JT. -- ►DAB ARCHT. ENGR. CHK. REV JOB NO. SUBJECT E.I�• 1 EMt"�oRAe.�I pq►LEQ -7 /'ML 1 5ZZ) 1 SHT. NO. ot= l AORAftY CAMIOPY FM PAS uunc;E vaoo OFE _ I II r I CAWOPY, PROVIDE QFINO ON EXI5TWG. g1ct Jasr5 PER r 121, •� Hourz. I 9 I I 1 I . I. I NILINT I I OFF i VEST SSt F UCTION ' Y � 7.5 MEW YENPdRA2Y'6' LABEL YTC:.S OGU4iFXAME:5EEwam RS SL�:C•= C SN i • I E 41-ALE. a1 C'RR 1.0335 OF F4 Ole 0000 eO FLEMING : t :Woo SMITH, JI ` 764 ��ntiNNNa� �' W'&_ kTl t,_� g Nall - --- .r M1INT ,�..j�,� z �•�tz�i3zs:rsza rzcraz.az'w -- =:tiYERIti..E 7 y h cLEa�. zxza»zaz=:z3-3 � I u 7 woGRESHAM, SMITH AND_ PARTNERS 12/83 N-19 ' STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 March 8, 1993 Ms. Cathy Lamberth Gresham, Smith and Partners Post Office Box 1625 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: The revised construction document, Addendum 8 and response dated February 10, 1993, received on February 11, 1993, for the project referenced above have been reviewed and are approved without comment. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, Stephe P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 2727 MAHAN DRIVE 0 TALLAHASSEE, FLORIDA 32308 STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 April 9, 1993 Ms. Cathy Lamberth Gresham, Smith and Partners Post Office Box 1625 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: The Addendum 9, received March 9, 1993 for the project referenced above has been reviewed and is approved without comment. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sinc rely, tephen P. Gustin, P.E. 'Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 I AWTON CI -II LI�;ti, GOVERNOR STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION May 27, 1993 Ms Cathy Lamberth Gresham, Smith and Partners Post Office Box 1625 3310 West End Avenue Nashville, Tennessee 37202 904/487-0713 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U..Addition PART B - OPEN HEART SURGERY AND S.I.C.U. ADDITION Log No. H-420-D / CON No. 5696 Dear Mr. Ms. Lamberth: The revised construction documents and Addendum 18, received on April 2, 1993, for the project referenced above have been reviewed and are approved subject to the enclosed comments. Your response to these comments in the form of addenda or change orders as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your resubmission constitutes a record public document, proper signing, sealing and dating by each design professional is required. 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 I CI III F= (;( WI'KVCnH i Ms Cathy Lamberth Gresham, Smith and Partners May 27, 1993 Page Two Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition PART B - OPEN HEART SURGERY AND S.I.C.U. ADDITION Log No. H-420-D / CON No. 5696 You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, 4 #Step�en P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc. Stanley D. Lindsey & Associates, Ltd. F- .' CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART B - OPEN HEART SURGERY AND S.I.C.U. ADDITION LOG NO. H-420-D / CON NO. 5696 MAY 27, 1993 ARCHITECTURAL Approved without comments. JRM/sl MECHANICAL Approved without comment. JES/sl FIRE PROTECTION Approved without comment. JES/sl ELECTRICAL New Comments: E-17: Indicate the location of the three new isolation panels. E-18 Provide panel schedules with load analyses for the new isolation panels. E-19 Sheet E7.1: The layout of Electrical Closet 1-0503 indicates the door swing interferes with panel working spaces. Revise the door swing to eliminate the interference, or provide locking hardware and signage to caution personnel to lock the door when servicing panels. E-20 Provide a critical branch circuit for the surgical light O.R. No. 2. E-21 Indicate receptacle power circuits by panel designation and circuit number, O.R. No. 2. EWC/sl Page 1 of 1 STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 February 2, 1993 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida_ Regional_Hospital E. R. Addition.and Reno_nations/Outpatient--Treatment_Ar_ew Log No. H-420-C / CON No. Non -reviewable Dear Ms. Lamberth: The Addendum 51 received December 8, 1992, comment. for the project referenced above has been reviewed and is approved without You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sinc ely, P4; teph n P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 2727 MAHAN DRIVE 0 TALLAHASSF_E, FLORIDA 32308 CITY OF SANFORD, FLORIDA F APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS `41J'' Q, 5ernW\0)1P 0�Total Contract P 'ce o Job 15��Lj O Describe Work 100 , it 4 Type of Construction Number of Stories Occupancy: Residential Q � a 3 0 N G z ri H - ro w G O F1 O (0 to N ZP4E-4 LL .— N PERMIT NUMBER q3- q Total Sq. Ft. a �QW Flood Prone (YES) r of Dwellings Zoning Commercial IN Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 6230-!SAG--®(,0-0000 OWNER 09_AA-r-c_N �\O$ 1p PHONE NUMBER f-4& lid ADDRESS CITY STATE } l ZIP7� TITLE HOLDER (IF OTHER THAN OWNER) 4,-Dft ADDRESS CITY STATE BONDING COMPANY} ADDRESS CITY ARCHITECT X3 �} ADDRESS CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTORD�1 i�CA-Tir�1�� PHONE NUMBER ADDRESS t ST. LICENSE NUMBER CITY STATE ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. b n ° I Signature of ner/Ag nt & Date +Sa�ure of Contractor & ate 0 �J1< Lawrence W K C� 1' H N giLman H H , • � z Type or Print Owner/Agent Name Ty or Print ont actor's Name T (D' 0 o ID/44 �j42 G �a2. r. E ro a � " Signature of Notary & Date Signature f Notary & Date o (Official Seal) I v' NOTARY PUBLIC; STATE OF FLORIDA AT LARGE MARY L. MUSE ,"MY COMM,ESSiON,EXPIRES JANUARY 23, 1994 [ITARY PUBLIC STATE OF FLORIDA r-FONUEO.THRU HU,.KLEBE.tRY r. ASSOC,AtES , a �C Y C�JhAMI541QN # CC132860 ro e EXPIRES: August 4, 1995 Application Approved -BY: FEES: Building W Open Space PERMIT VALIDATION: CHECK La61"WYA_, Date: JU-`1 "7oL� Po ice Fir Application DATE ly` cf' %d2 J 6 �rym Fria , Radon Road Impact ✓' CASH ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD . ADMIN) 1 **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE Form A205 General Power of Attorney (With Durable Provision) TO ALL PERSONS, be it known, that Carl A. Olson , Of the undersigned Grantor, do hereby make and grant a general power of attorney to Drusilla Mathes , Of constitute and appoint said individual as my attorney -in -fact. , and do thereupon My attorney -in -fact shall have full powers and authority to do and undertake all acts on my behalf that I could do personally, with full power of substitution and revocation, including but not limited by said authority the right to sell, deed, buy, trade, lease, mortgage, assign, rent or dispose of any of my present or future real or personal property; the right to execute, accept, undertake and perform any and all contracts in my name; the right to deposit, endorse, or withdraw funds to or from any of my bank accounts, depositories or safe deposit box; the right to borrow, lend, invest or reinvest funds on any terms; the right to initiate, defend, commence or settle legal actions on my behalf; the right to vote (in person or by proxy) any shares or beneficial interest in any entity, and the right to retain any accountant, attorney or other advisor deemed necessary to protect my interests generally or relative to any foregoing unlimited power. My attorney -in -fact hereby accepts this appointment subject to its terms and agrees to act and perform in said fiduciary capacity consistent with my best interests as he in his best discretion deems advisable, and I affirm and ratify all acts so undertaken. Special durable provisions: This power of attorney x_ shall be revoked upon shall not be affected by disability of the Grantor, and shall otherwise continue in full force and effect until revoked by subsequent writing become null and void after date of termination of , 19 (initial provisions which apply). employment with Applied Rite, Inc. Other terms: For pulling roofing permits or signing lien releases Signed under seal this 5th day of October , 1992 Signed in the presence of - Grantor Carl A. Olson af IA 0- 0 tto ey-in-Fact Drusilla Mathes N=. Delete powers that do not apply State of Florida County of Seminole SS. October 5th , 1992 Then personally appeared Carl A. Olson , the above named, Grantor who known to me, signed or acknowledged the foregoing executed Power of Attorney as his or her free act and deed, before me. J-0 Notary Kblic o 1R+ WkqALrngi6E Expires. - Elizabeth Irene Fultz 0 53926 20022 t MY Commission Expires •. July 22, 1996 c. E-Z Legal Forms '•s.; OF ' Comm. No. CC 217263 C I T Y O F S A N F 0 R D 10/09/92 BUILDING PERMITS 300 N_ PARK AVENUE SANFORD, FL 32771 APP TYPE: ROOFING APPLICATION PARCEL #: - - LOCATION: 1401 W SEMINOLE BL ,OWNER: CENTRAL FLA REGIONAL HOSPITAL 'ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 PHONE: CONTRACTOR:APPLIED RITE INC ADDRESS: OLSON, CARL/CERT ROOF CONTRACT 200 N ELM AV SANFORD FL 32771 PHONE: 407 000-0000 ,CERTIFICATION #: FEES CHARGED DATE FEES PAID -------------------------------------- 0 INSPECTIONS ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 PERMIT #: 93-00000047 000 000 RFNC TYPE: ROOF PERMIT - NEW/ALTER CMMCL. ISSUED DATE: 10/09/92 VOID DATE: 4/08/93 ;ADDITIONAL DESCRIPTION: EMERGENCY ROOM ADDITION ' ROOF PERMIT NEW/ALTER CMMCL_ PERMIT APP FEES: 10.00 10/09/92 APPLICATION FEE-BUILDING---------10_00 TOTAL FEES: $20.00 10/09/92 10.00 10 ---------_Oo $20.00 - r- !RECEIPT #: 'l APPROVED BY: / SIGNATURE: FAILURE TO COMPLY WITH MECHANIC LIEN LAW CAN RESULT E PROPERTY OWNER PAYING ;TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. 141 STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 September 11, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 1660 Prudential Drive, Suite 201 Jacksonville, Florida 32207 Re: Central Florida Regional Hospital E. R. Addition and Renovations/Outpatient Treatment Area Log No. H-420-C / CON No. Non -reviewable Dear Ms. Lamberth: The revised construction documents, Addendum 3 and response dated July 23, 1992, received July 24, 1992, for the project referenced above have been reviewed and are approved without comment. Comment(s) remain outstanding from previous AHCA review letters. Please submit your response in the form of revised construction documents, addenda, change orders or field directives, as appropriate, which are properly signed, sealed and dated by the responsible professional of record. This project cannot be completed without acceptable responses to the review comments. Not responding may adversely affect the final approval of this project. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. LAWTON CHILES, GOVERNOR 2727 MAHAN DRIVE, TALLAHASSEE, FLORIDA 32308 Ms. Cathy Lamberth Gresham, Smith and Partners September 11, 1992 Page Two Re: Central Florida Regional Hospital E. R. Addition and Renovations/Outpatient Treatment Area Log No. H-420-C / CON No. Non -reviewable Thank you for your cooperation. Sincerely, Step en P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. CITY OF SANFORD, FLORIDA PERMIT NO. �'�4 oZV DATE — — THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: ADDRESS OF JOB /qQ/ W SEtYfhV,01 E ELEC. CONTR.�]W /�/ diV Residential Non-residentiaLA_ Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteratio Additio Re air I Change of Service Residential ° Commercial 1 I Mobile Home Factory Built Housing i New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp and above New Commercial Amp Service I Application Fee I' I TOTAL II 3Q : dC By signing this application 1 am stating 1 will be in compliance with the NEC including Article 110, Section 110-9 and 110-10. . M1rJ./A6 IA AAARIL Building Official B%� Meat Cleetr'e1 ian STATE COMPETENCY NO. =W STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION September 8, 1992 ,6.,0. �\l 904/487-0713 Mr. Tom Wallen Gresham, Smith and Partners 1660 Prudential Drive, Suite 201 Jacksonville, Florida 32207 Re: Central Florida Regional Hospital Outpatient Surgery/Obstetrics Additions and Renovations Log No. H-420-B / CON No. Non -reviewable Dear Mr. Wallen: The Addendum 11, received July 17, 1992, for the project referenced above has been reviewed and is approved without comment. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You also are advised that approval of construction documents does not alter or amend requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, zk14z4-- P� Stephen P. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Jim Tesar Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. LAWTON CHILES, GOVERNOR 2727 MAHAN DRIVE, TALLAHASSEE, FLORIDA 32308 STATE OF FLORIDA �, / AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION September 1, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 1660 Prudential Drive, Suite 201 Jacksonville, Florida 32207 Re: Central Florida Regional Hospital E.R. Addition and Renovations/Outpatient Log No. H-420-C / CON No. Non -reviewable Dear Ms. Lamberth: 904/487-0713 Treatment Area The revised construction documents and Addenda 1 and 2, received on July 9, 1992, for the project referenced above have been reviewed and are approved subject to the enclosed comments. Your response to these comments in the form of addenda or change orders as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your resubmission constitutes a record public document, proper signing, sealing and dating by each design professional is required. LAWTON CHILES, GOVERNOR 2727 MAHAN DRIVE, TALLAHASSEE, FLORIDA 32308 I f Ms. Cathy Lamberth Gresham, Smith and Partners September 1, 1992 Page Two Re: Central Florida Regional Hospital E.R. Addition and Renovations/Outpatient Treatment Area Log No. H-420-C / CON No. Non -reviewable You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sincerely, AlP. Gustin, P.E. Professional Engineer Administrator Office of Plans and Construction SPG/Bsl Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. CENTRAL FLORIDA REGIONAL HOSPITAL EMERGENCY ROOM ADDITION AND RENOVATIONS/ OUTPATIENT TREATMENT AREAS LOG NO. H-420-C / CON NO. NON -REVIEWABLE SEPTEMBER 1, 1992 ARCHITECTURAL The following comments still remain outstanding. Please respond. Sheets C1.1 and A2.1: A-1 Provide plans for the temporary trailers which will accommodate emergency room registration, waiting and support space. Such spaces should comply with appropriate sections of Chapter 59A-3, F.A.C. including a telephone and drinking fountain within 75 feet of the waiting room. Provide details for the ramp and handicapped accessible facilities. Indicate any assumed property lines and show distances between such property lines and buildings in accordance with the respective construction types. These temporary facilities are considered a business occupancy. A-2 Specify a closer for Door A at Space 1-0325A at Space 1034 and the existing door at the west end of Space 1-0319. A-3 Include Door B at Space 1-0316 and Door A at Space 1-0313 in the door schedule. A-4 Specify a breakaway feature for the bi-parting exterior doors. A-5 Specify soap dispensers and disposable towel dispensers at all hand washing facilities. Sheet A0.1• A-6 Correct the egress calculations to reflect a fully sprinklered.facility. A-7 Provide permanent exit signs at the 2 doors at the east end of the corridor between Column Grids D. Egress is being diverted through this corridor during construction. Sheet A6.1: A-8 Provide access in the emergency room canopy to view the smoke barrier near Space 1-0333. Page 1 of 2 CENTRAL FLORIDA REGIONAL HOSPITAL EMERGENCY ROOM ADDITION AND RENOVATIONS/ OUTPATIENT TREATMENT AREAS LOG NO. H-420-C / CON NO. NON -REVIEWABLE SEPTEMBER 1, 1992 New Comments: Sheet ASD-2: A-9 In Notes 4, 5 and 6 reference the State of Florida Accessibility Manual, January 1990 edition in addition to the A.D.A. requirements. A-10 Rearrange the handicapped accessibility toilets to comply with Figure 53 of the State of Florida Accessibility Manual, specifically the location of the door in relation to the toilet. This is the only layout which can be approved. A-11 Indicate the grab bars at the toilets as well as soap dispensers and disposable towel dispensers at all hand wash facilities. JRM/sl MECHANICAL Approved without comment. JES/sl FIRE PROTECTION No comments. ELECTRICAL Approved without comment. EWC/sl Page 2 of 2 8/13/92 C I T Y 0 F BUILDING 300 N- PARK SANFORD, FL ELECTRIC PERMIT APPLICATION iPERMIT 92-00001420 000 000 ELAA ITYPE: ELECTRIC PERMIT-ALTER/ADD/FIX IPARCEL ILOCATION: 1401 W SEMINOLE BL S A N F 0 R D PERMITS,-, AVENUE, INSPECTIONS 32771, ------ ---------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 OWNER: CENTRAL FLA REGIONAL HOSPITAL ISSUED DATE: 8/13/92 ADDRESS:, 1401 W SEMINOLE BV VOID DATE: 2/10/93 �-SANFORD FL 32771 PHONE: CONTRACTOR:PAN AMERICA ELECTRIC INC ADDRESS: CAMPBELL, MICHAEL A, P 0 BOX 40786 NASHVILLE TN 37204 PHONE: CERTIFICATION FEE TYPES FEES CHARGED DATE FEES PAID - - - - - - - - - - - - - - - - - - ----------- 7 ---- --------- ELECTRIC PERMIT-ALTER/ADD/FIX PERMIT -1 ------ 20.00 -------------- 8/13/92 20.00 APP-ILICATION,FEE—ELECTRIC 10.00 8/13/92 10.00 �TOTAL FEES: -------------- $30.00 -------------- $30.00 'RECEIPT .APPROVED BY., FAILURE';TO COMPLY WITH ECHANIC'�SElf LAW � TWICE FOR BUILDING IMPROVEMENTS. a NOTE: ALL FEES MUST BE PAID PRIOR TO C-0. SIGNATURE: LLdJ - CAN RESULT IN THE �ROPERtY OWNER PAYING BEING ISSUED. STATE OF FLORIDA AGENCY FOR HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 July 28, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.0 Addition Part A / Powerhouse Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: This letter replaces our letter dated July 16, 1992 in which we approved the project referenced above for a local building permit. All deficiencies noted in that letter remain the same and are enclosed. With the exception of the enclosed comments, the construction documents and specifications received May 18, 1992 for the project referenced above are approved for a local building permit application. This approval is limited to the Part A Powerhouse portion of the project only. Your response to these .comments in the form of an addendum, change order or revised contract documents as appropriate is required within 30 calendardays. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents., another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged,against your client's plan review,fee, conformity with the following procedures will facilitate our review and reduce the amount of the ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. LAWTON CHILES, GOVERNOR Ms. Cathy Lamberth Gresham, Smith and Partners July 28, 1992 Page Two Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.0 Addition Part A / Powerhouse Log No. H-420-D / CON No. 5696 2. Because your submission constitutes a record public document, proper signing, sealing and dating by each design professional is required. Please have the required signatories read and sign the enclosed Standard Provisos. Return one completed and signed copy of the provisos, along with the information requested on the enclosed Health Facility Data Form to this office within ten days. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. ere Sin ly, S i 4nRicha n old Director Office of Plans and Construction RCR/so Enclosures Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. f STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABUTATIVE SERVICES OFFICE OF REGULATION AND HEALTH FACILITIES 904/487-0713 July 16, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 3310 West End Avenue Nashville, Tennessee 37202 Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Log No. H-420-D / CON No. 5696 Dear Ms. Lamberth: With the exception of the enclosed comments, the construction documents with life safety plans and specifications received May 18, 1992 for the project referenced above are approved for a local building permit application. Your response to these comments in the form of an addendum, change order or revised contract documents as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of the ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your submission constitutes a record public document, proper signing, sealing and dating by each design professional is required. 2 2 i NIAHAN DRIVE 0 TALLAHASSEE, FLORIDA 32308 Ms. Cathy Lamberth Gresham, Smith and Partners July 16, 1992 Page Two Re: Central Florida Regional Hospital Open Heart Surgery and S.I.C.U. Addition Log No. H-420-D / CON No. 5696 Please have the required signatories read and sign the enclosed Standard Provisos. Return one completed and signed copy of the provisos, along with the information requested on the enclosed Health Facility Data Form to this office within ten days. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. Sin erely, / Z Rich Rosenvold Director Office of Plans and Construction RCR/Bsl Enclosures Copy to: Sanford Building Department Lawrence W. Kaufman Central Florida Regional Hospital Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. 0 CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART "A" - POWERHOUSE LOG NO. H-420-D / CON NO. 5696 JULY 16, 1992 ARCHITECTURAL A-1 Provide an exit door from Emergency Generator Room 1- 0603 to the exterior next to Column Line B on.the west side and provide a concrete stop. A-2 Provide fire extinguisher for the powerhouse in accordance with NFPA-10. Submit plan with their location. GEH/sl MECHANICAL P-1 Provide the medical air intake a minimum of 20 feet above the ground, turned down and screened. P-2 Indicate the location of the backflow preventers at all domestic water connections to equipment on the plumbing drawings. JES/sl FIRE PROTECTION Approved without comment. JES/sl ELECTRICAL Snecifications: E-1 Provide specifications for the nurse call system. E-2 Sheet E7.1: Audible and visual signal devices shall be provided at the generator remote annunciator to indicate a ground fault in solidly grounded wye emergency systems of more than 150 volts to ground and circuit protective devices rated 1000 amperes or more. The sensor for the ground fault signal devices shall be located at, or ahead of, the main system disconnecting means for the emergency source, and the maximum setting Page 1 of 2 I CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND S.I.C.U. ADDITION PART "A" - POWERHOUSE LOG NO. H-420-D / CON NO. 5696 JULY 16, 1992 of the signal devices shall be for a ground fault current of 1200 amperes. Instructions on the course of action to be taken, in the event of indicated ground fault shall be located at or near the sensor location. Examples: GFP, A/V signal. Sheet E2.1: E-3 Task illumination at the generator set location shall include general lighting and battery powered lighting connected to the life safety branch. E-4 Indicate exterior egress lighting on the life safety branch located on the north side of the power house. E-5 Sheet E6.1: Provide the notes referenced on the other drawings. E-6 Sheets E6.1 and E.1: All essential system panels, transfer switches, etc, shall be labeled as per branch. Example: Panel NEAL-Life Safety Branch. This applies in the field'as well as on the drawings. E-7 Sheet E2.2: Provide manual fire alarm pull stations in the natural path of escape near each required exit from an area, at required exits and at all doors opening to the exterior. E-8 Sheet E2..1: Identify lighting circuits in the fire pump room by panel designation and circuit number. EWC/sl o Page 2 of 2 C I T Y O F S A N F 0 R D 8/05/92 BUILDING PERMITS 300 N. PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- MECHANICAL PERMIT APPLICATION 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PERMIT #: 92-00001362 000 000 MCHC PRONE (407) 330-5659 •TYPE: MECHANICAL PERMIT -COMMERCIAL PARCEL LOCATION: 1401 W SEMINOLE BL OWNER: CENTRAL FLA REGIONAL HOSPITAL ISSUED DATE: 8/05/92 ADDRESS: 1401 W SEMINOLE BV VOID DATE: 2/02/93 SANFORD FL 32771 PHONE CONTRACTOR:IVEY MECHANICAL COMPANY ADDRESS: 817 FESSLERS PARKWAY NASHVILLE TN 37210 PHONE: 615 244-9413 CERTIFICATION #: FEE TYPES ------------------------------------- MECHANICAL PERMIT -COMMERCIAL PERMIT F APPLICATION FEE -MECHANIC TOTAL FEES: RECEIPT #: APPROVED BY: LSIGNATURE: �--t FAILURE TO COMPLY W H ECHANIC"S LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPRbVEMENTS. ,NOTE: ALL FEES MUST BE PAID PRIOR 0 C.O. BEING,ISSUED. FEES CHARGED DATE FEES PAID 200.00 8/05/92 200.00 10.00 8/05/92 10.00 $210.00 $210.00 CITY OF SAN.F0RD 8/05/92 BUILDING PERMITS 300 N. PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- !PLUMBING PERMIT APPLICATION 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS ;PERMIT #: 92-00001361 000 000 PLCM PHONE (407) 330-5659 TYPE: PLUMBING PERMIT - COMMERCIAL ;PARCEL #: - - LOCATION: 1401 W SEMINOLE BL OWNER: CENTRAL FLA REGIONAL HOSPITAL ISSUED DATE: 8/05/92 ADDRESS: 1401 W SEMINOLE BV VOID DATE: 2/02/93 SANFORD FL 32771 PHONE: CONTRACTOR:IVEY MECHANICAL COMPANY ADDRESS: 817 FESSLERS PARKWAY NASHVILLE TN 37210 PHONE: 615 244-9413 CERTIFICATION #: FEE TYPES ------------------------------------- PLUMBING PERMIT - COMMERCIAL PERMIT F `APPLICATION FEE -PLUMBING ,TOTAL FEES: .RECEIPT #: FEES CHARGED DATE FEES PAID -------------------------------------- 25.00 8/05/92 25.00 10.00 8/05/92 10.00 $35.00 $35.00 APPROVED BY: U Lt�r_' SIGNATURE: FAILURE TO COMPLY WITH CHANIC'S L EN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. ;NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. I CITY OF SANFORD, FLORIDA PERMIT NO DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME 11,<A , 6,6N7A4L FL, ADDRESS OF JOB S1�Nd/-a �C PLUMBING CONTR. 1114 X5 ''L es'Lv C Comm._ Subject to rules and regulations of Sanford: plumbing code. Residential: Number Amount Alteration, Addition, Repair) New Residential: _ One Water Closet Additional Water Closet Commercial: i Fixtures. Floor Drain, Trap 1 Sewerr Water Piping Gas Piping I Factory -built housing Mobile Home Reinspection Minimum Commercial Permit: $25.00 Total i ja L CeV1Z-"- � aster �Plum, COMPETENCY CARD NO.(!! Q— /'—�3 CITY OF SANFORD, FLORIDA PERMIT NO. DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME CEAZAA4 FL 07GC-101VA4 t4laMl ADDRESS OF JOB — MECHANICAL CONTR._ft/jE.X_5__ r&,P_CJ-vcx_r\\cL,-3, RESIDENTIAL__..—__ COMMERCIAL— Su6jeci to rules and regulaflons of Sanford mechanical code. NATURE OF WORK Number i AMOUNT FUEL MOTOR H.P. 8.7.0 INPUT----. —OUTPUT--- VALUATION 10 C, NOTE: MINIMUM PERMIT FEE $1.50 TOTAL WAster 9/61 _X� COMPETENCY CARD NO.<A 037/ vrcl. STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES OFFICE OF REGULATION AND HEALTH FACILITIES 904/487-0713 June 29, 1992 Ms. Cathy Lamberth Gresham, Smith and Partners 1660 Prudential Drive, Suite 201 Jacksonville, Florida 32207 Re: Central Florida Regional Hospital Emergency Room Addition and Renovations/ Outpatient Treatment Areas Log No. H-420-C / CON No. Non -reviewable Dear Ms. Lamberth: With the exception of the enclosed comments, the construction documents with life safety plans, specifications and hydraulic calculations, received on May 4, 1992 for the project referenced above are approved for a local building permit application. Your response to these comments in the form of an addendum, change order or revised contract documents as appropriate is required within 30 calendar days. Please revise the contract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of the ultimate review fee. 1. Provide a transmittal letter listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number(s) where correction(s) may be found. 2. Because your submission constitutes a record public document, proper signing, sealing and dating by each design professional is required. 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308 y Ms. Cathy Lamberth Gresham, Smith and Partners June 29, 1992 Page Two Re: Central Florida Regional Hospital Emergency Room Addition and Renovations/ Outpatient Treatment Areas Log No. H-420-C / CON No. Non -reviewable Please have the required signatories read and sign the enclosed Standard Provisos. Return one completed and signed copy of the provisos, along with the information requested on the enclosed Health Facility Data Form to this office within ten days. You are advised that approval of the construction documents does not alter or amend the requirements for a valid certificate of need (or exemption therefrom) for this project. You are also advised that approval of construction documents does not alter or amend the requirements for conformance with the particular stipulations of your certificate of need. Thank you for your cooperation. k rely,r Ros nvold Director Office of Plans and Construction RCR/Bsl Enclosures Copy to: Sanford Building'Department Lawrence W. Kaufman Central Florida Regional Hospital David Kincaid Hospital Corporation of America Smith Seckman Reid, Inc., Consulting Engineers Stanley D. Lindsey & Associates, Ltd. CENTRAL FLORIDA REGIONAL HOSPITAL EMERGENCY ROOM ADDITION AND RENOVATIONS/ OUTPATIENT TREATMENT AREAS LOG NO. H-420-C / CON NO. NON -REVIEWABLE JUNE 29, 1992 ARCHITECTURAL Sheets C1.1 and A2.1: A-1 Provide plans for the temporary trailers which will accommodate emergency room registration, waiting and, support space. Such spaces should comply with appropriate sections of Chapter 1OD-28, F.A.C. including a telephone and drinking fountain within 75 feet of the waiting room. Provide details for the ramp and handicapped accessible facilities. Indicate any assumed property lines and show distances between such property lines. and buildings in accordance with the respective construction types. These temporary facilities are considered a business occupancy. A-2 Specify a closer for Door A at Space 1-0325A at Space 1034 and the existing door at the west end of Space 1-0319. A-3 Include Door B at Space 1-0316 and Door A at Space 1-0313 in the door schedule. A-4 Specify a breakaway feature for the bi-parting exterior doors. A-5 Specify soap dispensers and disposable towel dispensers at all hand washing facilities. Sheet A0.1: A-6 Correct the egress calculations to reflect a fully sprinklered facility. A-7 Provide permanent exit signs at the 2 doors at the east end of the corridor between Column Grids D. Egress is being diverted through this corridor during construction. Sheet A6.1• A-8 Provide access is the emergency room canopy to view the smoke barrier near Space 1-0333. JRM/sl Page 1 of 3 i CENTRAL FLORIDA REGIONAL HOSPITAL EMERGENCY ROOM ADDITION AND RENOVATIONS/ OUTPATIENT TREATMENT AREAS LOG NO. H-420-C / CON NO. NON -REVIEWABLE JUNE 29, 1992 MECHANICAL AC-1 Provide a minimum of 6 inches clearance between the ductwork and the fire/smoke wall at Outpatient Waiting 1-0324. AC-2 Provide equal relative pressure in Registration 1-0319 and Emergency Passage 1-0311. JES/sl FIRE PROTECTION Approved without comment. JES/sl ELECTRICAL Specifications: E-1 PVC conduit shall not be utilized for branch circuit use to or in patient care areas. Patient care areas include infant nurseries, medication preparation areas, pharmacy dispensing areas, all general and acute nursing areas, psychiatric bed areas, ward treatment rooms, nurse stations, specialized patient care areas, angiographic labs, cardiac catheterization labs, coronary care units, hemodialysis rooms/areas, all emergency treatment beds/rooms/areas, human physiology labs, intensive care units, all postoperative recovery beds/rooms/areas, physical therapy rooms, patient rooms and patient toilet areas including similar areas for nursing homes, hospitals, outpatient surgical facilities and ambulatory surgical centers. E-2 In critical care areas, all receptacles shall be identified and shall also indicate the panel and circuit numbers. E-3 In critical care areas, there shall not be more than 2 duplex electrical receptacles per circuit. Page 2 of 3 IV CENTRAL FLORIDA REGIONAL HOSPITAL EMERGENCY ROOM ADDITION AND RENOVATIONS/ OUTPATIENT TREATMENT AREAS LOG NO. H-420-C / CON NO. NON -REVIEWABLE JUNE 29, 1992 E-4 Sheets E-2.1 and E2.2 indicate circuits by panel designation and circuit number. E-5 Visual fire alarm signals shall include flashing "fire" lights. The flashing "fire" lights need not be in the same location as the audible devices but must be noticeable throughout the corridor system. See Corridor 1-0305. E-6 Provide a panel schedule for Panel NEAL. EWC/sl Page 3 of 3 CITY OF SANFORD FIRE:DEPARTMENT FEES FOR SERVICES --4 P ONE #: 407-322-4952 DATE: PERMIT #: q 3 -361 BUSINESS ADDRESS: PHONE NUMBER: (yD� 1ps`p-3D�O PLANS REVIEW BURN PERMIT TANK PERMIT COMMENTS: /%( ❑ TENT PERMIT ❑ ❑ REINSPECTION ❑ ❑ FIRE SYSTEM p0 AMOUNT $ 5rD 0 FA l � �KoEms' 6 a Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. , • / i certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. San ord Fire Prevention VA'plica i s Signature APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA /�4 / -7 PERMIT NUMBER q3 PERMIT ISSUED TAX ID # o JOB ADDRESS 1401 WEST SEMINOLE BLVD Total Contract Price of Job: $7641.00 Zoning Describe Work: ADDING/RELOCATING-ME SPRINKLM FLOOD PRONE (YES) (NO) Type of Construction: FIRE SPRINKLERS Total Sq. Ft. Number of Stories: Number of Dwellings: Use: HOSPITAL LEGAL DESCRIPTION (please attach printout from Seminole County) OWNER HOSPITAL CORP. OF AMERICA ADDRESS ONE PARK PLAZE CITY NASHVILLE STATE IN ZIP TITLE HOLDER (If other than owner) Title Holder Address (If other than owner) City State Zip BONDING COMPANY Bonding Company A dress City State Zip ARCHITECT Address City State Zip MORTGAGE LENDER Address City State Zip W YNE AUTOMATIC FIRE CONTRACTOR SPRINKLERS, INC. License # 027668000181 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and 7-that all work will be performed to meet standards of all laws �rv:c!regulating construction in this jurisdiction. I understand that tom,, F7a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, POOLS, MECHANICAL, ETC. v "=OWNER'S AFFIDAVIT: I certify that all the foregoing information accurate and that all work will be done in compliance with all ,.,applicable laws regulating construction and zoning. A CERTIFIED =' COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE -WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS -_ BEEN ISSUED. Cb " ;WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH - .T.YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF 'COMMENCEMENT. 1a) r-1- f il D.Signature/a��W Signatures Owner or 6Agent Contractor Date:'Z_. Date: NOVEMBER 4, 1992 Notary �, Notary (� caa c M'NO a°mm�s�t8$cAa�� My Commission Expires 4-7-95 bivCOMMiSSION EXPIRES JANUARY 23, 1994 CHANDRA WILSON, CCO96879 BONDED THRU HUCKLEBEaPY 8 ASSOCIATES ACCEPT----- O PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE RE I MENT OF FLORIDA LIEN LAW, FS713. Application Approved By: Accepted By: FEES: Building ,57.00 Radon: Police Impact: Fire Impact Open Space: Application: ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) Automatic Fire Sprinklers, Inc. C I T Y O F S A N F 0 R D 12/17/92 BUILDING PERMITS PAGE: 1 300 N_ PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- 24 HOUR NOTICE REQUIRED I FOR ALL INSPECTIONS PHONE (407) 330-5659 APP TYPE: FIRE SPRINKLER SYSTEM -PARCEL- .LOCATION: 1401 W SEMINOLE BL OWNER: CENTRAL FLA REGIONAL HOSPITAL ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 PHONE: CONTRACTOR:WAYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 222 CAPITOL COURT OCOEE FL 32761 PHONE: CERTIFICATION #: #139-729 FEES CHARGED DATE FEES PAID PERMIT #: 93-00000359 000 000 BLOS TYPE: BUIDLING PERMIT - OTHER ISSUED DATE: 12/17/92 VOID DATE: 6/16/93 BUILLING PERMIT - OTHER PMT FEE 57.00 12/17/92 APP FEES: APPLICATION FEE -BUILDING 10.00 12/17/92 FIRE SPRINKLER TESTING 50.00 12/17/92 -------------- •TOTAL FEES: $117.00 57.00 10.00 50.00 -------------- $117.00 iRECEIPT # APPROVED BY. SIGNATURE: !FAILURE TO COMPLY WITH MECHANIC'S LIEN LAW CAN RESULT I THE PR ERTY OWNER PAYING 'TWICE FOR BUILDING IMPROVEMENTS. (NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. G ADDENDUM NO. 2 FOR OPEN HEART SURGERY AND SICU ADDITION PART "A" POWERHOUSE CENTRAL FLORIDA REGIONAL HOSPITAL Sanford, Florida SSR Project Number 19273.1 GS&P Project Number 15367 09M HCA - THE HEALTHCARE COMPANY Nashville, Tennessee HCA Account Number 32766 August 6, 1992 SMITH SECKMAN REID, INC. MECHANICAL/ELECTRICAL ENGINEERS 3319 West End Avenue Nashville, Tennessee 37203 Telephone: 615/383-1113 ADDENDUM NO. 2 Page 2 HCA CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND SICU ADDITION/15367 Gresham, Smith and Partners This Addendum forms a part of and modifies the Contract Documents dated July 8, 1992, and subsequent Addenda. Acknowledge the receipt of this Addendum in the space provided on the Estimate Summary Form. Failure to do so may subject the Bidder to disqualification. REFER TO PLUMBING DRAWINGS: 2.1: SHEET P3.2: 1. Above sheet revised 8-5-92 is a part of this Addendum. REFER TO ELECTRICAL DRAWINGS: 2.2: SHEET E2.1: 1. Revisions to Sheet E2.1 are indicated on Electrical Supplementary Drawing ESD-1. 2.3: SHEET E7.1: 1. Revisions to Sheet E7.1 are indicated on Electrical Supplementary Drawings ESD-2, ESD-3 and ESD-4. REFER TO PROJECT MANUAL: 2.4: SECTION 15850 - FACTORY ASSEMBLED AIR HANDLING UNIT: 1. This new specification section is a part of this Addendum. 2.5: SECTION 16745 - NURSE CALL AND CODE BLUE SYSTEMS: 1. This revised specification section replaces the existing specification section in its entirety. LIST OF ATTACHMENTS 1: Electrical Supplementary Drawing ESD-1, (8-1/2" x 11"), dated 8-5-92. 2: Electrical Supplementary Drawing ESD-2, (8-1/2" x 11 "), dated 8-5-92. 3: Electrical Supplementary Drawing ESD-3, (8-1/2" x 11 "), dated 8-5-92. 4: Electrical Supplementary Drawing ESD-4, (8-1/2" x 11 "), dated 8-5-92. 5: Sheet P3.2, (34" x 44"), revised 8-5-92. 6: SSR's List of Specification Revisions for Addendum #2, (8-1/2" x 11 "), (1 page), dated 8-5-92. 7: Specification Section 15850, (8-1/2" x 11 "), (4 pages). 8: Revised Specification Section 16745, (8-1 /2" x 11 "), (13 pages). END OF ADDENDUM NO. 2 4' � 3 4 t E � HCA O.H./SICU ADDITION DATE: 8-5-92 CENTRAL FLORIDA REGIONAL HOSPITAL GREst-�M.SKTH AND I*RTNHRS SANFORD, FLORIDA . T.� ro Nasfwie �e� I _ Es fJ- a aE F Eat. i 4DbC-0Our' #,-.). HCA O.H./SICU ADDITION DATE: 8=5-92 . CENTRALI FLORIDA REGIONAL HOSPITAL � .SM� AND PARTNERS ... �,a� S:.uA Sedm,.14+i4 �'�SANFORD, FLORIDA • • - RISER NOTES. .-,RI. 'DEVICES IN ,THESE"PANELS ARE TO BE RATED AT 65,000 AIC. R2. ;THE = 208l120 'VOLT EQUIPMENT -:WILL BE RATED _AT 10,000 -AIC. R3. ` ALL- NEW .'AUTOMATIC ;TRANSFER SWITCHES' WILL --BE_A POLE DEVICES ;.FOR PROPER 'GROUND. FAULT _SENSING. R5 dAlZRre- `GA0. ND FAULT: -CONDITION SHALL'ANNUNCIKT8RMER 1 °IAInTIfIAIC , AT TL7C ..I-c►Irn A f t"I " A . t... - ii4, . -WI - ESD-3 REP, E7.i A00ENUILtm #Wq_ HCA O.H./SICU ADDITION- DATE: 8-5-92 CENTRAL FLORIDA REGIONAL HOSPITAL GRESIM,SM[TH AND R!IRTNERS sNastivie SANFORD, FLORIDA . �l 28.76) AIC 12 0 0 A VV: F. SENSIN, E 10 2 ATC W 7 0 0 NL 4 7-, " J2 E A T i;. 172 '-IS S14E 7 S 7 7 C L 0 0-D DSO-4 REF 7.� 1 A 1) 0 F- A) purr 8-' 5 HiCA O.H,/SICU ADDITION DATE:EE-92 ���AND PARTN CENTRAL FLORIDA REGIONAL HOSPITALmle SANFORD, FLORIDA ssjvl Smith Seckman Reid, Inc. C 0 N S U L T I N G E N G I N E E R S ✓d AUGUST 50 1992 CENTRAL FLORIDA REGIONAL HOSPITAL OPEN HEART SURGERY AND SICU ADDITION PART "A" - POWERHOUSE SSR #91273.1 SPECIFICATION REVISIONS, ADDENDUM #2 1. -Add Section 15850. 2. Replace Section 16745 with revised section. / J1P 3319 West End Avenue • Suite 700 • Nashville, TN 37203 • (615) 383-1113 • FAX: (615) 386-8469 15367 SECTION 15850 FACTORY ASSEMBLED AIR HANDLING UNIT PART 1 GENERAL 1.01 WORK INCLUDED A. Comply with the provisions of Section 15010. B. Provide air handling units of the type and size as scheduled on drawings. 1.02 PERFORMANCE A. Certify unit components in accordance with ARI Standard 430 as applicable. B. Certify coils in accordance with ARI Standard 410. Substantiate performance by ARI computer generated output. 1.03 RELATED WORK A. Section 15242: Vibration Isolation B. Section 15886: Filters C. Section 15990: HVAC Systems Test & Balance. 1.04 SUBMITTALS A. Submit manufacturer's product data for review including dimensional data, component weights, capacities, fan curves, accessories, and installation instructions. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Trane, Carrier, McQuay, or York. 2.02 MATERIALS A. Provide units of sectionalized cabinet construction. Fabricate sheet metal parts of continuous heavy gauge galvanized or phosphatized painted steel. 2.03 BLOWER SECTION A. Provide DWDI fan with galvanized or phosphatized painted steel scroll housing. SECTION 15850 - 1 15367 B. Provide air foil, forward curve or backward inclined fan wheel as scheduled. Dynamically balance fan before and after installation in -'the cabinet section. C. Provide fan shaft keyed, set screwed or clamped to the wheel per the manufacturers standard design to meet the specified performance. Maximum fan rpm to be well below the first critical speed. D. Provide units with internally or externally mounted fan motors. Locate motors on factory slide rail base complete with adjustment nuts. Provide access to fans and internally mounted motors and bearings. E. Factory mount fan drives. Make final alignment and belt adjustment after installation. For motors up to and including 15 hp, provide variable pitch drives. For motors above 15 hp, provide a variable and a -fixed pitch drive. Factory mount the variable pitch drive at the factory and ship unit. Fixed pitch drive shall be shipped to project after Contractor has been notified of final fan RPM requirements by Test and Balance Agency. Design drive for 1.4 service factor. F. Provide fan bearings of the ball, roller, or pillow block type, self -aligning and grease lubricated. Provide extended lubrication lines from fan bearing to unit casing. Connect lubrication lines to a Zerk fitting mounted on the casing: Select bearings for an average life of 200,000 hours at design operating conditions. G. Insulate fan section with 1" thick, neoprene coated, fiberglass, 1-1/2 pound density applied to internal surfaces with adhesive (100% coverage) and secured with weld pins, one for each 2 square foot of surface. Coat exposed edges of insulation with adhesive. Insulation and adhesive to meet NFPA-90A standards. H. Provide view port in cabinet for observation of inlet guide vanes. 2.04 COIL SECTION A. Fabricate casings of continuous galvanized or phosphatized steel. B. Provide double constructed drain pan consisting of 112" urethane insulation covered with a sheet metal liner and mastic coating. C. Completely enclose coil headers within the insulated casing with connections extended through cabinet. D. Insulate coil sections identically to fan section. 2.05 COOLING COILS - CHILLED WATER A. Provide coils constructed of copper tubes, aluminum fins with cast iron or Schedule 40 steel headers. SECTION 15850 - 2 15367 B. Provide 1/2" or 5/8" outside diameter tubing with aluminum fins. Bond fins by mechanical expansion. C. Provide coils with a maximum working pressure of 175 prig at 200 degrees F. D. Provide circuited drainable coils with vent connection at highest point and drain connection at lowest point. 2.06 INLET VANES A. Provide variable inlet vanes for air foil or forward curve fan units, as scheduled on drawings, of the nested type, suitable for shutoff pressure to 12" water gauge and temperatures to 200 degrees F, with vane shafts connected to control ring by crank arms integrated within inlet bell. B. Operate both vanes by a lever on fan scroll with connecting shaft between inlets. C. Operator to be selected for torque required to move inlet vanes under all load conditions. D. Operator to be industrial quality with positive positioning relay and capable of stroking inlet vanes from 0 to 100% open over control pressure range. E. Furnish vane operator under Section 15971. PART 3 EXECUTION 3.01 INSTALLATION A. � Rigidly install units on a level on 4" high housekeeping pad. B. Mount units on spring isolators, minimum 1-1/2" deflection, as shown on drawings and as specified in Section 15242 to prevent transmission of vibration to the building and surrounding structure. Coordinate the selection of the isolators with_ manufacturer of the air handling units to assure compatibility of mounting details. C. Provide clearance at each unit for routine service including the changing of filters, removal of coils, bearing greasing, opening of access doors, pulling of blower shaft, and removal of motors. D. Ductwork: Duct connectors to each unit to allow for straight and smooth air flow. Do not installed elbows or ductwork at the fan discharge which are in the opposite direction to fan wheel rotation. E. Provide flexible connections at duct connections to unit. F. Piping: SECTION 15850 - 3 15367 1. Support piping independently of coils and with adequate flexibility to prevent undue stress at coil header connections. 2. Install full size drain lines from the drain pan connection and include trap to permit condensate to drain freely. 3. Install service valves on both supply and return lines to coils and install so valves can be shut off, a small section of pipe removed, and coil allowed to slide out. This condition applies to water and steam coils only. 3.02 START-UP, TESTING, TRAINING A. Start-up unit, check for proper performance, motor rotation, air leakage, or infiltration, etc. B. Prepare unit for test and balance as required under Section 15990. C. Correct deficiencies found by test and balance firm. D. Demonstrate and instruct maintenance personnel in the operation of the system. END OF SECTION SECTION 15850 - 4 15367 SECTION 16745 NURSE CALL AND CODE BLUE SYSTEMS PART 1 GENERAL 1.01 REQUIREMENTS A. The Owner shall provide all equipment, devices, cabling, power supplies and terminal cabinets necessary for the operation of the nurse call system. B. The Contractor shall provide all conduit, standard backboxes necessary in conjunction with this Owner furnished equipment for completely operational nurse call systems in accordance with this specification. C. The systems shall conform to the current NFPA standards and shall be listed as a total system by Underwriter's Laboratories, Inc. Each major component shall bear the manufacturer's name, catalog number, and UL label. D. The communications vendor shall be responsible for providing a complete functional system including all necessary components, whether specifically included in this specification or not. E. Local service by factory -trained personnel from an authorized distributor of the equipment manufacturer, shall be available. The distributor shall have available a stock of the manufacturer's standard parts. F. The systems shall be guaranteed' for a period of one year. Provide labor, replacement parts, and materials necessary to repair defects, unless damage or failure is caused by misuse, abuse or accident. Communications vendor shall provide two copies of maintenance and operating manuals for the Owner, upon completion of the project. These manuals shall include all operating instruction, routine test information, maintenance and trouble- shooting information, as installed wiring diagrams and parts lists for component ordering. G. Nurse Call Systems shall be provided as indicated on the drawings. H. Refer to the drawings for a nurse call device layout for each of the above listed areas. 1.02 RELATED WORK A. Section 16010: General Provisions B. Section 16109: Raceways and Conduit Systems SECTION 16745 - 1 15367 1.03 DESCRIPTION OF SYSTEM PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURES A. The system shall be a Rauland Responder 3000 or equivalent system as manufactured by American Zettler, Dukane, Executone or Fischer -Berkley. B. The system shall be a Microprocessor based system and shall provide the following features and functions as a minimum: 1. Two-way signaling and communications between Floor Control Station(s) and patient rooms or staff locations. 2. Simultaneous digital display of incoming calls at the Floor Control Station. 3. Incoming calls displayed by room number, bed designation and priority. 4. Automatic selection of calls b priority and/or time of call. 5. Provisions for up to ten (10� call priority levels with automatic sequencing. 6. Patient priority status programmable at Floor Control Station. 7. Ability to program priority status individually on dual bed stations. 8. Provisions for registering and locating staff members by sequential display. 9. Provisions for single button communications with registered staff nearest calling station. If a Network Controller is being used, during night mode, this search is only conducted in the system which the call was initiated from. 10. Solid-state waterproof membrane touchpad on Control Station. 11. Twelve or twenty-four hour clock displaying time in hours, minutes and seconds. 12. Ability to monitor one or several rooms simultaneously. 13. Ability to display all patients in "Priority" status. 14. Ability to respond to calls out of sequence using numeric touchpad, without lousing calls in progress or calls waiting. 15. Provisions for making paging announcements to one, several, or all areas. If a Network Controller is being used, during night mode, it is possible to page from one (1) to four (4), or all systems involved in the capture. 16. Automatic display of service requirements not answered within an allotted time frame (over -time display). 17. Choice of communications via Floor Control Station handset or "Push -To -Talk" loud -speaking communications via built-in speaker/microphone. 18. Ability to communicate with registered staff members without losing call in progress. 19. Ability to place current call on hold while answering a higher priority call. SECTION 16745 - 2 15367 20. Preannounce tone to alert patient of call from Floor Control Station. 21. Provisions for operating Floor Control Station(s) in parallel or in day/night transfer mode. 22. Universal call cord receptacle(s) on patient stations allowing the use of a wide range of cord sets and entertainment speakers. 23. Provisions for automatic cancellation of patient call when staff member re isters into patient room. 24. Full operation including intercom and Page) during power failure utilizing standard built-in battery back-up power supply for up to seven (7) minutes. 25. Color -coded plug-in terminations on all floor control stations, patient, staff and duty stations. 26. All solid-state plug-in modular construction. 27. Single touchpoint operation of all system functions. 28. Provisions for including optional features/functions by simply installing the appropriate system components. Software changes or special software shall not be required. 2.02 SYSTEM OPERATION A. The system shall operate in the following manner: 2.03. PATIENT STATION - "NORMAL" CALL A. Normal calls shall be originated at the patient station by momentarily depressing the "Call" button on the patients entertainment speaker or call cord. This action shall cause the following to occur: 1. The "Call Placed" indicator on the patient station shall illuminate. 2. The corridor dome light shall illuminate steady white. 3. An alert tone shall sound and the "Normal" indicator shall illuminate at all duty stations. 4. An alert tone shall sound and the patient's room number, bed designation and "n" call priority shall be displayed on the Floor Control Station(s) incoming call screen. 2.04 PATIENT STATION - "PRIORITY" CALL A. When programmed in the priority status mode, a patient priority call shall be originated at the patient station by momentarily depressing the "Call" button on the patient entertainment speaker or call cord. This action shall cause the following to occur: 1. The "Call Placed" indicator on the patient station shall illuminate. 2. The corridor dome light shall flash white. 3. A "Emergency" alert tone shall sound and the "Emergency" indicator shall illuminate at all duty stations. 4. A "Priority" alert tone shall sound and the patient's room number, bed designation and "P" call priority shall be displayed on the Floor Control Station(s) incoming call SECTION 16745 - 3 15367 screen, automatically moving ahead of all priority calls. B. "Priority" calls shall be answered in the same manner as "Normal" calls. When appropriate action has been initiated, the Priority call shall be automatically transferred to the "Nurse Service" mode by pressing the "Cancel" touchpoint, thus maintaining the integrity of the call while permitting the Floor Control Station operator to handle other incoming calls. 2.05 PATIENT STATION - MISCELLANEOUS FUNCTIONS A. Removal of the patient's call cord accidental or intentionally shall automatically place a call to the master. B. All other Patient Station calls may be cancelled in the patient's room by depressing the "Cancel" button on the Patient Station or by a staff member registering in by means of a staff registration station. 2.06 CALL FROM STAFF STATIONS A. "Staff" calls shall be originated at the staff station by momentarily depressing the "Call" button. This action shall activate the same sequence that occurs when originating a "Normal" patient call, except that the Floor Control Station shall display the room number and 'S" call priority. B. "Staff" calls may be cancelled at the Floor Control Station by answering that call or at the staff location by depressing the "Cancel" button. C. Staff stations located in operating rooms may be connected to a separate explosion -proof switch for call placement. 2.07 CALLS FROM DUTY STATIONS A. "Staff" calls from duty stations shall be originated in the same manner as the staff stations, with the same sequence of events occurring. Duty station calls shall display the room number and "d" call priority on the Floor Control Station. B. In addition to the staff communication functions, the duty station shall provide audible and visual signals to annunciate any call placed in the system by priority level. C. The duty station shall also have the ability to control one or more "Zone" lights for its area. 2.08 CALLS FROM BATH, SHOWER, OR EMERGENCY STATIONS A. Activating the switch on a Bath, Shower, or Emergency station shall cause the following to occur: SECTION 16745 - 4 15367 1. The "Call Placed" indicator on the Bath/Emergency station shall light to assure the patient that his call has been properly placed. 2. The corridor dome light shall flash red. 3. An alert tone shall sound and the "Bath" or "Emergency" indicator shall illuminate at all duty stations. 4. A Bath or Emergency tone shall sound and the room number and "b" or "E" call priority shall be displayed on the Floor Control Station(s) taking precedence over all unanswered except at the Bath, Shower, or Emergency stations itself. 2.09 CALLS FROM STAFF/EMERGENCY STATIONS A. Activating the switch on a Staff/Emergency station shall cause the following to occur: 1. The "Call Placed" indicator on the Staff/Emergency station shall light to indicate that the call has been properly placed. 2. The corridor dome light shall flash white. 3. An alert tone shall sound the "Emergency" indicator shall illuminate at all duty stations. 4. A Staff/Emergency tone shall sound and the room number and "E" call priority shall be displayed on the Floor Control Station(s) taking precedence over all unanswered calls of lower priority. B. It shall be possible to cancel Staff/Emergency calls by resetting the switch at the calling station. It shall not be possible to cancel "Staff/Emergency" calls by any other means. 2.10 ANSWERING CALLS AT THE FLOOR CONTROL STATION A. To answer a call at the Floor Control Station, the operator shall simply lift the handset and converse in a conventional telephone manner or, if preferred, operate the "Push -To -Talk" touchpoint and converse over the built-in speaker. An indicator shall illuminate on the "Push -To -Talk" touchpoint when in use. The "Push -To -Talk" touchpoint shall not be required when conversing over the handset. B. This action shall cause all audio and visual signals for the call station to cease for the normal call level, while continuing to display the room number, bed designation and call priority in the "Current Call" screen. Hanging up the handset or pressing the "Cancel" touchpoint shall complete the call. C. As the call is answered, a preannounce tone shall sound at the patient station and a "Monitor" indicator shall light. The patient shall then be able to converse in a normal voice without the necessity of operating any switches or turning toward the speaker/microphone. Calls from staff or duty stations shall be handled in the same manner as described above. SECTION 16745 - 5 15367 E. It shall be possible to answer a call using the "Push -To -Talk" method and then, if required, transfer to the handset mode by simply lifting the handset. F. It shall be possible, should the. need arise, to manually control speech direction while conversing over the handset, by operating the "Push -To -Talk" touchpoint. G. Patient "Priority", "Bath/Emergency", and "Staff Emergency" calls shall automatically be placed in the "Nurse (GREEN LEVEL) Service Required" mode when answered at the Floor Control Station. H. Calls from "Bath/Emergency" or "Staff Emergency" stations cannot be cancelled at the Floor Control Station and shall require dispatching the proper personnel to the calling station. 2.11 ORIGINATING CALLS FROM THE FLOOR CONTROL STATION A. The Control Station operator shall be able to place outgoing calls by simply dialing the desired room number and bed designation by means of the touchpad dial on the membrane control panel. B. It shall be possible to dial the desired. room number with the handset on or off the hookswitch. C. As the call is dialed, the called station's number shall appear on the Utility Display of the Floor Control Station. The called number shall move to the "Current Call" Screen, a preannounce tone shall sound, and the "Monitor" lamp shall illuminate at the patient station when communication is established. D. When the call is placed with the handset on the hook, voice communications shall be established by lifting the Floor Control Station handset and conversing in a conventional telephone manner, or by pressing the "Push -To -Talk" touchpoint and conversing over the master speaker/microphone. E. When the call is placed with the handset off -hook, communications will be established when the last digit is dialed. F. The "Privacy" indicator shall illuminate below the Utility Display if the operator dials a room has been placed in the "privacy" mode. It shall be possible to talk to the patient in this mode but it shall not be possible to hear the patient until the "Privacy" mode has been reset. 2.12 PLACING A CALL ON HOLD A. It shall be possible for the Floor Control Station operator to place the current call on "Hold" without terminating it, while answering another call. A "Hold" call shall move to the end of the Calls Waiting stack and shall automatically return to the Current Call Screen when all other calls have been cleared, or it may be manually SECTION 16745 - 6 15367 recalled at any time by simply touching the Recall touchpad. B. Any system forces the operator to hurriedly finish or cancel a call in progress in order to answer a higher -priority call will not be acceptable. 2.13 MONITORING A PATIENT'S ROOM(S) A. To monitor a room, the Floor Control Station operator shall dial the room and press the "Monitor" touchpoint. The operator may monitor one or several rooms at random without the need to monitor an entire zone. B. When a patient is selected for monitoring, a preannounce tone shall sound and the "Monitor" indicator on the patient station(s) shall illuminate to insure the patient's privacy. C. It will not be possible to monitor a patient station in the "Privacy" mode. D. Any system that requires the operator to monitor an entire zone in order to monitor more than one station will not be acceptable. 2.14 MAKING VOICE ANNOUNCEMENTS A. It shall be possible for the Floor Control Station operator to selectively make voice announcements to individual rooms, multiple room zones, multiple zones, the entire nursing unit, or when using staff registration, only to those locations where staff members are located. B. When paging by zone, it shall be possible to monitor the zone using the handset or "Push -To -Talk" speaker. (Page with reply.) C. It shall not be necessary to operate the "Push -To -Talk" touchpoint when paging/monitoring over the handset. 2.15 PLACING PATIENT STATION IN "PRIORITY" STATUS. MODE A. It shall be possible to place a patient station in the "Priority" status mode at the Floor Control Station by dialing the room number and bed number and pressing the "Change Priority" touchpoint. The number dialed and priority status shall be verified on the "Utility" Screen. B. If the patient station is already in the "Priority" status mode, the same procedure shall be sued to remove the station from the "Priority mode. 2.16 EQUIPMENT A. To provide the preceding features and functions, the following equipment shall be provided. Rauland-Borg catalog numbers are used. SECTION 16745 - 7 15367 2.17 FLOOR CONTROL STATION A. The Floor Control Station shall be a Responder III model NCS2010 or approved equal. The Control Station shall be housed in a finished steel cabinet with a moisture -proof membrane control panel. B. The Floor Control graphics shall be organized in a logical left to right sequence permitting operators with little or no training to operate the basic Floor Control Station functions without being confused by controls and indicators with which they are unfamiliar. All operations shall be initiated by a single touchpoint operation. Systems requiring shift keys or the operation of two buttons simultaneously will not be acceptable. In addition to the moisture -proof control panel, the Floor Control Station shall incorporate the following features: 1. A lightweight high impact telephone handset with retractable cord for privacy. Systems requiring Push -To -Talk operation when using handset will not be acceptable. 2. A built-in combination tone reproducer, monitor, and intercom speaker. 3. All -solid-state modular construction. D. The Floor Control Station shall provide two way voice communications and signaling between nursing unit locations and patient rooms or auxiliary staff locations as indicated on the plans. E. Calls from patients and staff shall be individually annunciated at the Floor Control Station on digital displays by room number, bed designation and call priority. The system shall automatically display and select calling stations by priority and/or time of call placed. Subsequent higher priority calls shall automatically move ahead of lower priority calls. In the case of multiple calls, all calls shall be held in memory and automatically transferred by priority to the "Calls Waiting" display as space becomes available. F. The Floor Control Station shall have the capability of indicating the following levels of priority: 1. Staff Emergency 2. Priority Patient Call 3. Bath/Emergency 4. Alarm 5. Normal Patient Call 6. Duty Station Call 7. Staff Station Call 8. Stat Service Overtime 9. Nurse Service Overtime 10. Aide Service Overtime 11. Hold call G. Patient "Priority" status shall be programmed at the Floor Control Station with out the use of keys or other special tools, and in such a manner that the patient station does not indicate the status SECTION 16745 - 8 15367 electrically or mechanically. In semi -private rooms equipped with dual patient stations, it shall be possible to program each patient's status on an individual basis. H. It shall be possible for the Floor Control Station to set the level of "Service required or to cancel "Normal" patient calls. "Priority" calls shall be automatically set to the "Nurse (GREEN LEVEL) Service" required mode when the "Cancel" touchpoint is pressed, thus maintaining the integrity of the call while permitting the operator to answer other calls. I. It shall be possible to monitor one (1) or more rooms simultaneously in any combination. J. It shall be possible to operate as many as three (3) Floor Control Stations in parallel in the same system. K. It shall be possible to transfer control between Floor Control Stations in different systems on a Day/Night transfer basis. Transfer shall be accomplished by "taking" control at the operating Control Station rather than by "giving" control at the transferring Control Station thus making it impossible to transfer control to an unattended Control Station. 2.18 AREA CONTROL UNIT A. The Area Control Unit. shall be a Responder III microprocessor -based model NCS2000 or approved_ equal and shall be located as indicated on the plans. B. The Area Control Unit shall be modular in construction and shall provide quick disconnect circuitry for switching, storing, programming, reviewing, amplifying, signaling and interconnecting system components. C. The Area Control Unit shall have built in diagnostics to assist in locating and servicing component failure. D. In the event of power failure, the Floor Control Station Utility screen shall display P-Fail, indicating power failure. The built-in battery supply shall provide full operation including intercom and paging during the time (up to seven minutes) required for the hospital to switch to auxiliary power. E. It shall be possible to reprogram room numbers in non-volatile memory whenever the need arises. It shall not be necessary to change components or order new programming from the factory to accomplish these changes. F. All programmable information entered from the Floor Control Station, i.e. room number, bed number, priority, paging unit, station designation, staff search location, pocket pager assignment etc., shall be programmed in non-volatile memory. SECTION 16745 - 9 15367 G. Systems requiring external equipment for programming functions or back-up battery to retain memory will not be acceptable. 2.19 BEDSIDE PATIENT STATIONS A. Patient stations shall be Responder 3000 model(s) BS300, which shall provide the following facilities: 1. "Calling/Responding" and "Monitor" indicators. 2. Momentary action "Cancel" button. 3. Universal Call Cord Receptacle(s) designed to accept standard cord sets or entertainment speakers. B. Control circuits and indicators shall be all -solid-state for reliable operation; no mechanical devices requiring periodic maintenance shall be employed. C. Hook up shall be made by push -on connectors; solder screw or "wire/nut" connection shall not be required. The push on connectors shall contain individual wires (ribbon cables shall not be permitted) for increased reliability and flexibility. D. "Priority Status" shall -be programmed at the Floor Control Station eliminating the chance of accidental change by the patient or a visitor. E. Patient Stations shall be manufactured of high -impact molded ABS94V0 plastic in accordance with UL 1069 requirements. F. It shall be possible to interface with Hill Rom SideCom beds through the use of the BS810 or BS820 patient stations; no extra components or modifications to equipment shall be acceptable. G. It shall be possible to provide intercom over the pillow speaker through the use of the BS810 or BS820 patient stations; no extra components or modification to equipment shall be acceptable. 2.20 BATH STATIONS A. The Bath Station shall be Responder 3000 model PCS113 pull chain type or approved equal. B. A model WP water-resistant gasket shall be provided with all stations mounted in shown areas. Extension cord shall be provided, where necessary, to insure the pull cord is within easy reach of the patient. C. A call placed indicator shall be located on the face plate to assure the patient that the call has been placed. The Bath station shall be equipped with a cancel button and a 6-inch lead chain with adequate tension strength to resist breakage. D. The Bath station shall mount in a single -gang electrical box; a stainless steel face plate for flush mounting shall be provided. SECTION 16745 -10 15367 2.21 STAFF/EMERGENCY STATIONS A. The Staff/Emergency Stations shall be Responder 3000 model PBS113 or PBS113 pushbutton type or approved equal. B. The model PBS11 pushbutton staff/emergency station shall have a Call Placed indicator, located on the face plate, to assure the patient that the call has been placed. The call shall be cancelled by pressing the activating button. A stainless steel face plate shall be provided for flush mounting. C. The model PBS113 pushbutton staff/emergency station shall have separate membrane touchpads for both the Call Place and Cancel functions. Hook uF shall be made by push -on connectors; solder screw or "wire/nutconnection shall not be acceptable. A Call Placed indicator, located on the face plate, shall be provided to assure the patient that the call has been placed. It shall be possible to connect a remote reset switch. D. The Staff/Emergency stations shall mount in a standard one (1) gang electrical boxes. 2.22 SHOWER STATION A. The shower station shall be Responder 3000 model PCS113 pull chain type or approved equal. B. The model PCS113-shower station shall pass- the UL1069 water resistance test. The.-cancel_funct,io,n shall be accomplished with a membrane cancel touch .ad 'V' color` coordinated water-resistant gasket and- a seven (7�-"foot nylon cord shall be provided with the station. A Call Placed indicator, located.on the face plate, shall be provided to assure the patient that the call has been placed. Hook-up shall be made by push -on connectors; solder screw or If connection shall not be acceptable. It shall be possible to connect a remote reset switch. C. The shower station shall mount in a standard one (1) gang electrical box. 2.23 CORRIDOR DOME LIGHTS A. The Corridor Dome Lights shall be Responder 3000 model CL7582 or CL7584 or approved equal, and shall consist of: 1. A wedge-shaped, temperature resistant, translucent lens of even -glow polystyrene. 2. A single gang sub -mount plate complete with five lamps (2 on CL7582) colored white, red, green, amber and blue. B. The lens shall be snap fitted to the back plate assembly to facilitate changing lamps without the use of tools. SECTION 16745 -11 15367 C. The wires shall be color coded to match the lamp color to reduce Installation time. 2.24 STAFF STATIONS A. Staff Stations shall be Responder 3000 model SS3 and shall provide the following facilities: 1. "Call Placed" and "Monitor" indicators. 2. One momentary action "Call" button. 3. One momentary action "Cancel" button. 4. One speaker/microphone 2.25 ZONE LAMP CONTROLLER A. The Zone Lamp Controller shall be capable of annunciating all calls or all staff registration/service requirements in its zone. B. The Zone Lamp Controller shall control up to four_�4)-_parallel zone lamps. The Zone Lamp Controller shall be capable-;o controlling the zone lights to indicate the various call priorities"indicated in section 4.10. C_ It shall be possible to interface the Zone Lamp Controller with a remote speaker for tone annunciation. A volume control shall be provided for tone level adjustment. D. The Zone Lamp Controller shall be manufactured in accordance with UL1069 requirements. PART 3 EXECUTION 3.01 INSTALLATION A. Vendor shall furnish and install all system equipment, devices. Vendor shall perform all final system testing. B. The electrical contractor is to pull cable per vendor wiring schematics. C. Vendor shall coordinate all work and schedule the work with the General Contractor. D. Furnish and install back boxes and conduit stub -outs for Nurse Call devices. E. Where open cable is run above dropped ceilings and penetrates a smoke or fire rated wall, furnish and install a minimum 1" empty sleeve, bushings on both ends. conduit shall be sealed with fire resistant thermofibre provided and installed under other Divisions. The requirement for a sleeve applies only where the bundle of cables or single cable is greater than 1" in diameter. When the cable is smaller than 1 it may penetrate the partition without a sleeve provided the penetration hole is sealed up. SECTION 16745 -12 ti 15367 3.02 TRAINING OF PERSONNEL A. Nursing staff of the hospital as well as maintenance staff shall be thoroughly instructed in the use of the Responder III system by authorized distributor personnel. Such service shall be provided in conjunction with the nurse's call equipment. B. The vendor shall provide the hospital one in service color video tape of professional quality which shall provide audio and visual instructions for the proper use of the Nurse Call system by staff members after the training period. C. The vendor shall provide instruction to the staff by means of an actual instructional system which shall be set up in the conference room or auditorium. and allow hands on experience by the staff without disrupting the staff on duty. The instructional system shall consist of a Floor Control Station, single and dual patient stations, staff, duty and emergency stations, and assorted call -in cord sets. The instructor shall demonstrate each function on the system with all lamps, screens and tones in operation. Maintenance instruction shall be performed in the same manner as described above. PART 4 CODE BLUE SYSTEM 4.01 GENERAL A. Provide Code Blue Stations and backboxes as located on the drawings. Coordinate type of stations and backboxes with Owner. B. Provide 3/4" conduit homeruns back to master code blue control panel. Coordinate location of master control panel with Owner. END OF SECTION SECTION 16745 -13 C I T Y O F S A N F 0 R D 1/15/93 BUILDING PERMITS 1 300 N. PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 APP TYPE: FIRE SPRINKLER SYSTEM PARCEL #: LOCATION: 1401 W SEMINOLE BL ;OWNER: CENTRAL FLA REGIONAL HOSPITAL ;ADDRESS: 1401 W SEMINOLE BV SANFORD FL 32771 ;PHONE: CONTRACTOR:WIGINTON FIRE SPRINKLERS INC ;ADDRESS: P. 0. BOX 520160 { i 450 S COUNTY RD 427 LONGWOOD FL 32752 jPHONE: 407 831-3414 •CERTIFICATION #: 268-07-76 FEES CHARGED DATE FEES PAID -------------- ---------- -------------- i (PERMIT #: 93-00000485 000 000 BLOS ;TYPE: BUIDLING PERMIT - OTHER :ISSUED DATE: 1/15/93 VOID DATE: 7/14/93 BUIDLING PERMIT - OTHER PMT FEE 93.00 1/15/93 93.00 APP FEES: APPLICATION FEE -BUILDING 10.00 1/15/93 10.00 FIRE INSPECTION-A=LTER/RPR 50.00 1/15/93 50.00 TOTAL FEES: i $153.00 $153.00 !RECEIPT #: APPROVED BY. Y FAILURE TO COMPLY WITH CHANIC'S TWICE FOR BUILDING IMPR0 EMENTS. NOTE: ALL FEES MUST BE PAID PRIOR _ SIGNATURE: %LAW,CAN RESULT NTHE PROPE �Y0 I' PAYING EING ISSUED_ N [ Q I -S�-)M '� 1-4p ZONE DATE - t ci CONTRACTOR w " Y� � Cf�(,Akkkc rl YK ) ADDRESS P-:�CaOe4.rr�t. L( PHONE# ��3'CDJ�'"lpS'� LOCATION LA c.2 m n s5l� OWNER _ ADDRESS 9 PHONE # PLUMBING CONTRACTOR ADDRESS ]PHONE # 9-q-534-kLECTRICAL CONTRACTOR - ADDRESS PHONE # MECHANICAL CONTRACTOR r a ADDRESS i PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO, SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: PERMIT # JOB COST $ FEE $ STATE NO. FEE $ FEE $ FEE $ SUBDIVISION: LOT NO. BLOCK: SECTION: E�( SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: _ EPI: CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS [46 I W. Sem t n de t J ( PERMIT NUMBER Total Contract Price of Job Describe Work jrti-4dollQ Type of Construction Number of Stories Occupancy: Residential Number of Dwellings Commercial Total Sq. Ft. q a -3as� 45a0 sIA Flood Prone (YES) (NO) Zoning Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER _ ADDRESS CITY �Gr�■ TITLE HOLDER (IF OTHER THAN OWNER) AJIA ADDRESS 01. CITY STATE ZIP P' BONDING COMPANY ADDRESS CITY " STATE ZIP ARCHITECT 0ri`e kam Jyy`r,44) a a -Par\�'nP f:S ADDRESS aj,a S n kO , ` CITY STATE — ZIP 3 Q MORTGAGE LENDER ADDRESS rJ CITY to,STATE ZIP 371- CtCONTRACTOR WQ-kr 0 no s C PHONE NUMBER ADDRESS (:I tS. 'TQ(`SOAS Yi.y ST. LICENSE NUMBER 0,L03413" 1 S CITY Branch. STATE ZIP 3351) **************************************************************************************** (V Application is hereby made to obtain a permit to do the work and installations as 1� indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured a for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. L OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that L all work will be done in compliance with all applicable laws regulating construction ,0 and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT.IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH 7 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i J► NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental Oentities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. , ********** * * **** ******************** * * ** **************************** y ro Z m o 7 27 Pam- 2�- 10 m n Q En a o n Si nature of Owner/Agent & D to Sig of ontracto.r & Date 0 a � S7�p N / �FN7 Gf �1 � rZ Coti1�T��c c to►2C w T or Print Owner/Agent Name Type or Print Contractor's Name •" Z t7 x O ' Signature of._Notary & Date Signature of Notary & Date �' Ofa"Teai (Official Seal) r+ I t�'rQit ARLENE K..RUMBLEY : AL—i MY COMMISSION # CC 821908 11-800-3-NOTARY v O ?4L4°` EXPIRES: Jun 26, 2003 0 'Fla. Notary service.&.Bonding Co. n I z � ri H io w >1 C O �4 o ro m a +J sa a o (1) >4 Z a F Application Approved BY: Date: FEES: Building , Radon Police Fire Open Space Road Impact PERMIT VALIDATION: CHECK CASH Application DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: PERMIT #: 99 BUSINESS NAME: - ADDRESS: 17 Oz IL) PHONE NUMBER: ( PLANS REVIEW BURN PERMIT ❑ TANK PERMIT ❑ AMOUNT $ TENT PERMIT ❑ REINSPECTION ❑ FIRE SYSTEM ❑ 90 60 COMMENTS: Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply 1/ with all applicable codes and ordinances `V of the C' nfo , Florida. /GA Sanford ire vention can s Signature L Submittal 8/27/1999 Project: CENTRAL FLORIDA REGIONAL HOSP Customer: REGENCY ELECTRIC COMPANY ORLANDO OFFICE, INC 380 S NORTH LAKE BLVD STE 1004 ALTAMONTE SPRINGS, FL 32701 Presented By: Simplex Time Recorder Co. 801 G. South Orlando Ave. Winter Park, FL 32789 407-740-0232 Sales Representative: GARY TRYON Project Engineer: BILL BORTFELD Branch Manager: RICK WICAI � Simplex F- r n Table of Contents Datasheet Paue S4603-0001 3 S4009-0001 5 S2081-0006 7 S2190-0012 11 S2099-0007 19 S4904-0002 23 S4098-0010 27 S4098-0019 31 S4098-0020 35 S4098-0011 39 S2088-0013 43 S2190-0018 47 r Multi -Application Peripherals OSimplex and Accessories UL' ULC Listed* Annunciators 4603-9101 FM Approved Serial LCD Annunciator FEATURES: • Remote LCD Annunciator for use with 4100/4120/4020 Fire Alarm Control Panels and 4100/4120 Universal Transponders • Wide Viewing Angle, Super -Twist LCD with LED Backlighting • Two Lines of 40 Characters Each • Control Switches for System Acknowledge, Alarm Silence, and System Reset • Four Programmable Control Switches • Information Transmitted over One Twisted, Shielded Pair • Lamp/LCD Test • Flush Mount on Standard Electrical Boxes • Options: 2975-9206, Surface Mount Box - 4603-9111, Brushed Aluminum Trim SPECIFICATIONS: Voltage..................................24 VDC, System Supplied Current...............................................................170 mA Operating Temperature .......................... 320 F to 120OF (0' C to 49°C) Operating Humidity Range ..........................10% to 90% from 320 F to 1040 F (0' C to 400 C) Standard Trim ................................Steel, Painted Beige Optional Brushed Aluminum Trim (Ordered Separately)..................................4603-9111 Trim Dimensions ........................4 1/2" H x 11 13/16" W (114 mm x 300 mm) Trim Hardware .................................. supplied with both slotted and tamper resistant screws MOUNTING REQUIREMENTS: Surface Mount Box .......................................2975-9206 Dimensions ............ 11 31 /32" W x 4 5/8" H x 2 3/4" D (304 mm x 117 mm x 70 mm) Finish .......................................... Light Brown Enamel Flush Mount ...........................6-Gang Box, 3 1/2" Deep (By Others) ® ' ULC Listed model is 4603-9101C. 41 4603-9101 LCD ANNUNCIATOR DESCRIPTION: The Simplex 4603-9101 LCD annunciator provides remote annunciation and control using an 80 character, back -lit, alphanumeric, LCD readout. Information is presented in clear, descriptive English language and includes: point status (alarm, trouble, etc.), alarm type (smoke detector, manual station, etc.), number of system alarms, supervisory conditions, and troubles, and a custom location label. Communications require a single twisted, shielded pair that supports other styles of Simplex serial annunciators on the same wire pair. Alarm, Supervisory, and Trouble conditions are also indicated by dedicated LEDs and a tone -alert. Each condition has a dedicated acknowledge push-button switch that silences the tone -alert but leaves the LED on until all conditions in that category are restored to normal. Switch operation is either globally or individually acknowledgeable, determined by the control panel operation. Repeated operation of the appropriate acknowledge switch will scroll the LCD display showing activity in the sequence of occurrence. The tone -alert also sounds to indicate the operation of any of the push-button switches. m 1996 Simplex Time Recorder Co. S4603-0001-8E 04-96 page 1 of 2 OPERATION: Notification appliances can be deactivated by ®pressing the "ALARM SILENCE" switch. Pressing the "SYSTEM RESET" switch restores the system to normal operation. When system activity is normal, the LCD displays the time, date, and "SYSTEM IS NORMAL". C SYSTEM CONNECTION INFORMATION: TYPICAL FIRE ALARM CONTROL PANEL Four programmable "CONTROL" switches and associated LEDs are included. Typical applications include: manual evacuation, door holder release bypass, elevator capture bypass, etc. All switches on the annunciator are controlled by the "ENABLE" key switch with a key that is removable only in the disabled position. I m m SYlTEM IS NORMAL 12:J6:1! �m MON 18 MAR M W 4603-9101 LCD ANNUNCIATOR INTERCONNECTION WIRING: 1, #18 AWG twisted, shielded pair for communications 2, #18 - #12 AWG for 24 VDC system power Refer to Installation Instructions FA4-21-264 for additional wiring specifications. a e I SYSTEM L NORMAL 12:J6:1! • MON 18 MAR 9e y - 4603-9101 LCD ANNUNCIATOR S4603-0001-8E 04-96 page 2 of 2 Gardner, Massachusetts 01441-0001 U. S. A. Offices and Representatives Throughout the World ®�t��'Q� Please visit our homepage "http://www.simplexnet.com". v All specifications and other information shown were current as of printing and are subject to change without notice Life Alarm TM S.Simplex Fire Alarm Controls ® UL ULC Listed* Fire Alarm Controls FM Approved** NAC Power Extender NYC MEA Approvedt 4009 Series STANDARD FEATURES: Extends capacity of an existing notification appliance circuit (NAC) Provides four power limited NACs (expandable to eight): Each NAC is rated 2 A @ 24 VDC — Operation is Class B (Style Y), general alarm — NACs are optionally available as Class A (Style Z) — Follows coded or non -coded alarm input • Flexible connections to host panel also provide earth fault detection: — Local installations connect to dedicated NAC (+) and panel 0 V — For remote locations, up to four 4009s can be connected on a single NAC with notification appliances and with up to eight signal cards allowed (requires 4009-9806 Earth Detection Module option) 1& • Internal 8A power supply/battery charger: — Charges internal batteries up to 10 Ah or up to 18 Ah batteries in external cabinet — Power -on LED and trouble LED — Battery supervision circuitry — Power loss and brownout supervision — Selectable for use with remote battery • Individual circuit trouble LEDs • Surface/semi-flush beige cabinet included • UL Listed to standard 864 SPECIFICATIONS: 120 VAC Input ............................3A @ 102-132 VAC, 60 Hz 240 VAC Input....................1.5A @ 204-264 VAC, 50/60 Hz Alarm/Supervisory Input.................................18 to 32 VDC, filtered or unfiltered Operating Temperature ........32' F to 120' F (0' C to 49' C) Operating Humidity Range ..........................10% to 90% RH from 32' F to 104' F (0' C to 40' C) Battery Requirements: Supervisory .....................................30 mA for power supply 37 mA per 4 circuit card Alarm..............................................30 mA for power supply, 73 mA per 4 circuit card, 8 A max. load Optional Earth Detect Module (4009-9806) .................4 mA ® ' ULC listed models are designated with a "C" suffix (example: 4009-9001 C). " FM opproved with 120 VAC input. t Accepted for use — City of New York Department of Buildings — MEA35-93E. 0 1998 Simplex Time Recorder Co. All rights reserved. 0 4009 N.A.C. POWER EXTENDER iQ-11,11eu 4009 NAC Power Extender DESCRIPTION: ADA Compliance. Complying with ADA (Americans with Disabilities Act) often requires adding notification appliances to existing fire alarm control panels. If the existing panel cannot handle the additional devices, a Simplex 4009 NAC Power Extender can provide an additional 8 A of NAC power with four, supervised reverse polarity NACs, Class B or Class A (Style Y/Z ), without requiring a control panel replacement. Flexible Locations. The 4009 can be mounted close to a compatible, dedicated host panel NAC, or can be located remotely. When remotely located, up to four, 4009s can be connected to a compatible NAC circuit that can also include notification appliances. Remote locations require the optional 4009-9806 Earth Detect Module. (Refer to connection diagram on next page for additional information.) Operation. Alarms from the host panel will signal the four, 4009 NACs to extend the alarm. The 4009 monitors itself and each of its output NACs for trouble conditions (and optionally, earth detection trouble) and opens the host NAC's connection to inform the host panel, but still being able to respond to alarms. Earth Fault Detection is maintained by the host fire alarm control panel when the 4009 is mounted locally to a dedicated NAC. If the 4009 is remotely located on a compatible reverse polarity NAC, the optional earth detect module will provide the required earth detection. If an earth fault is sensed, the module will transfer a trouble to the controlling NAC and the 4009 will light its own earth fault trouble LED. 4009 NAC Expansion. An additional four circuit module may be added to allow separate control of audible and visible appliances or to allow all eight circuits to be controlled together. S4009-0001-8 1-98 4009 MODEL SELECTION CHART Model Description 4009-9001 Class B (Style Y) NACs 120 VAC Power Standard Four Circuit NAC Extender Panel 4009-9002 Class A (Style Z) NACs 4009-9101 Class B (Style Y) NACs 240 VAC Power 4009-9102 Class A (Style Z) NACs 4009-9803 Additional four circuit NAC module, Class B (Style Y), field installed 4009-9804 Additional four circuit NAC module, Class A (Style Z), field installed 4009-9805 Red applique for basic panel 4009-9806 Earth detect module, field installed 2975-9801 Semi -flush trim kit, beige 2081-9274 10 Ah, 12 V Sealed Lead Acid Battery, 2 Required (ref. data sheet S2081-0006 for battery details) 2081-9275 18 Ah, 12 V Sealed Lead Acid Battery, 2 Required, Requires External Battery Cabinet 4009-9801 External Battery Cabinet, Beige with solid door, includes battery harness. For mounting close-nippled to 4009 cabinet. Cabinet size: 16 1/4" W x 13 1/2" H x 3" D (413 mm x 343 mm x 76 mm) MOUNTING INFORMATION: Door Width: 16 1/2"idmm) Box Width: Box Width: 16 1/4" (413 mm) H 40D9 N.AQ POWER.EXTENDER OWMi- Beige Semi -Flush Trim 2975-9801, 1 7/16" Wide (73 mm) Wall Surface Battery mounting area, avoid bottom entry conduit in this ' location —3"(76mm) 13 1/2" (343 mm) 4 3/16" (108 mm) 4009 CONNECTION BLOCK DIAGRAM: External battery connection Local AC Power (if required) To dedicated NAC (+) and host fire alarm control panel 0 V for local - connection = __ NAC To Audible and/or Visible OR up to four, 4009s on a = = Zones Notification Appliances: dedicated or populated NAC 1 Horns, Bells, Strobes, (See note 3) 2 Chimes, etc. 2 wires, each Connect to separate NAC of same circuit 3 4 NACs, each rated 2 A control panel if separate control of "" eow N.AC POWER EXTENDER es:nRr� @ 24 VDC nominal, additional four circuit module Is ""- 4 power limited, 8 A total power available required (See note 4) _ = (See note 4) Notes: 1. NAC input wiring is #18 AWG minimum or to local code. 2. Refer to field wiring diagram 841-925 and Installation Instructions 574-827 for additional information. 3. 4009 Earth fault detection requires optional module 4009-9806 (for isolated connection mode) or connection to panel 0 V. 4. Separate control of strobes requires additional four circuit module. (Reference on -until -silence for audibles, on -until -reset for strobes.) S4009-0001-8 1-98 Gardner, Massachusetts 01441-0001 U. S. A. �A �iMPI%X Visit uOffices and Representatives Throughout the World s on the world wide web @ www.simplexnet.com. All specifications and other information shown were current as of printing and are subject to change without notice. Multi -Application Peripherals and Accessories U L Listed FEATURES • Rechargeable, sealed lead -acid design: — Lead -calcium grid structure — Immobilized electrolyte in absorbent separator — High reliability dual seal construction — Low maintenance, no need to add water — Low self -discharge characteristics • One-piece, high impact polystyrene cell cover • UL 924 recognized pressure relief valves • Available in a variety of capacities DESCRIPTION Simplex rechargeable sealed -lead acid batteries provide reliable and repeatable discharge and recharge characteristics for use in fire alarm and other systems applications. They are designed with immobilized electrolyte in an absorbent separator, allowing them to provide rated capacity on the first cycle. Because of their sealed construction, packaging is allowed within the system electronics enclosure (see Figure 1, page 2). When this is applicable, the quantity of system cabinets and the battery wiring distances are both minimized. SPECIFICATIONS Nominal Voltage Rating .............................. 12 V/battery Discharge Rating ...................................... 20 Hour Rate Typical Charge/Discharge Cycles..................100 to 150 Preferred Charge Temperature Range .... 60' F to 90' F (15.6'Cto32.2°C) Batteries and Chargers 2081 Series System Batteries, 6.2 Ah to 50 Ah ml Sealed Lead -Acid Batteries for Panel Mounting APPLICATIONS Charging. These batteries are intended to be used with compatible Simplex battery chargers. Series Connections. These batteries are required to be connected in series to produce 24 V system voltage. Battery sets must be of identical voltage, model number, appearance, and approximately the same date of manufacture for proper operation. Testing. Battery capacity testing is recommended to be performed by using a sealed lead -acid battery tester designed to withdraw a minimum of battery charge. The preferred tester applies a variety of amplitude and duration controlled test pulses that compares terminal voltage against those predicted for the specific battery size. (Testing is available through Simplex Services.) Disposal. Battery chemicals and materials can be recycled. Refer to information shipped with the battery or on its case. Return to the vendor or to a similarly qualified battery processing facility for proper disposal. m 1999 Simplex Time Recorder Co. All rights reserved. S2081-0006-13 3/99 SEALED LEAD ACID BATTERY CONSTRUCTION DETAILS: (actual appearance will vary with battery size) Inner cover Absorbent sel used to imrr elec Lead-calciui Q-1 -4 ni i+cr rnvcr Cell case (high impact polystyrene) Potting material, black for negative, red for positive (polarity is also clearly marked with + and -) Pressure relief valve Semi -permeable membrane separator S2081-0006-13 3/99 page 2 BATTERY SPECIFICATIONS AND SELECTION CHART Battery Mechanical Specifications* Battery Model Ah, 20 Hour Rate (Ah) Width Depth Height with Terminals Approximate Weight 2081-9272 6.2 6 1/8" (156 mm) 2 5/8" (67 mm) 4" (102 mm) 5.75 Ibs (2.6 kg) 2081-9274 10 6" (153 mm) 4 1/16" (103 mm) 4" (102 mm) 9.2 Ibs (4.2 kg) 2081-9288 12.7 6" (153 mm) 4" (102 mm) 4" (102 mm) 9 Ibs (4.1 kg) 2081-9275 18 7 1/4" (184 mm) 3 3/8" (86 mm) 6 5/8" (168 mm) 14.3 Ibs (6.5 kg) 2081-9287 25 6 5/8" (168 mm) 5" (127 mm) 7" (178 mm) 19.4 Ibs (8.8 kg) 2081-9271 33 12 1/2" (318 mm) 3 3/8" (86 mm) 7 1/16" (179 mm) 26.6 Ibs (12.1 kg) (rectangular) 2081-9276 33 7 3/4" (197 mm) 5 1/4" (133 mm) 6 3/4" (171 mm) 26.5 Ibs (12 kg) (square) 2081-9296 50 9 1/2" (241 mm) 5 1/2" (140 mm) 8 7/8" (225 mm) 41.8 Ibs (19 kg) Dimensions and weight are per battery and are for reference only. Exact size may vary. Refer to the chart below for panel mounting compatibility. These batteries are 12 V each and series connected for 24 V system use. When installed in a fire alarm control panel, they are to be of identical voltage, appearance, model number, and approximately the same date of manufacture. Battery Selection Chart for Fire Alarm Control Panel Mounting Ah, 20 Simplex Control Panel Series (see legend and notes below) Battery Hour 4020 4100/4120 Model Rate 4003 4004 4005 4009 4010 (2, 4 or 6-Unit) (2, 4 or 6-Unit) 2081-9272 6.2 Yes 2081-9274 10 Yes 2081-9288 12.7 note 1 Yes Yes Yes Yes Yes 2081-9275 18 Ext note 2 2081-9287 25 Y Ext 2081-9271' 33 note 3 Ext (rectangular) Ext 2081-9276 33 Yes (square) 2081-9296 Ext (note 4) 50 �'° Ext Yes = can be placed in the respective equipment cabinet Ext = external battery cabinet required, refer to selection chart on page 4 Shaded area = not applicable NOTES: 1. 4004 Cabinets will accommodate 2081-9288, 12.7 Ah batteries, but most applications will only need the smaller batteries. 2. 4010 Cabinets will accommodate 2081-9275, 18 Ah batteries, but will not allow bottom entry conduit. 3. 4020 Cabinets will accommodate 2081-9271, 33 Ah batteries, but will not allow bottom entry conduit. 4. The 2081-9296, 50 Ah batteries also mount in a 4-unit or 6-unit 4100/4120 Universal Transponder cabinet with a solid door and equipped with the battery shelf option. 5. Refer to individual fire alarm control panel product data sheets for additional battery application information. 6. These batteries meet the requirements of UL, ULC, and Factory Mutual for use with respective equipment battery chargers listed above. Refer to Simplex drawing 900-012 for battery capacity selection charts. S2081-0006-13 3/99 page 3 EXTERNAL BATTERY CHARGER AND CABINET INFORMATION External Battery Cabinet Selection Chart Ah, 20 Externally Mounted Battery Battery Cabinets without Chargers Battery Hour Cabinets with Chargers (connects to charger in panel) Model * Rate 2081-9301— 2081-9303** 2081-9270** 2081-9281 2081-9282 4009-9801 4009-9802 2081-9275 18 Yes 2081-9287 25`` Yes 2081-9271 Yes Yes 33 2081-9276 2081-9296 50'' w,. * Batteries smaller than those listed are normally mounted in the product cabinet. ** Refer to Simplex data sheet S2081-0002 for additional information on these remote battery cabinet/charger products. Yes = can be placed in the respective equipment cabinet Shaded area = not applicable External Battery Cabinet Specifications Model Description Color Dimensions. 2081-9281 2-unit 4100 style cabinet without charger, with solid door and battery shelf, primarily intended Beige 25 W x (654 mm x 527 m 20 mm x 171 H x 6 3/4" mmm)) 2081-9282 for 50 Ah batteries Red 2081-9270** External battery cabinet without charger Red 26 1/2" W x 12" H x 12" D 2081-9301** External battery cabinet with charger (673 mm x 305 mm x 305 mm) 2081-9303** External battery cabinet with charger and with meters for voltage and current 4009-9801 External battery cabinet without for up to 18 Ah 16 1 /4" W x 13 1 /2" H x 4 1 /8" D charger, with solid door and batteries (413 mm x 343 mm x 105 mm) battery harness, for close- nippled mounting to fire alarm Beige for up to 25 3/4" W x 20 3/4" H x 4 1/8" D 4009-9802 control panel cabinet 33 Ah (654 mm x 527 mm x 105 mm) batteries ** Refer to Simplex data sheet S2081-0002 for additional information on these remote battery cabinet/charger products. Simplex and the Simplex logo are registered trademarks or the Simplex Time Recorder Co. S2081-0006-13 3/99 Gardner, Massachusetts sachusetts Throughout t e S. A. Offices and Representatives Throu hout the World Visit us on the world wide web at www.simpiexnef.com. All specifications and other information shown were current as of printing and are subject to change without notice. 4RMI:1-61 - Multi -Application Peripherals U L, U LC Listed FM Approved FEATURES • Individually addressable communications over a single pair of wires for interfacing to: - Initiating Devices - Notification Appliance Circuits - Control Relays • Fire alarm control panel displays device location and status, for use with Simplex: - 4100 Series Fire Alarm Control Panels - 4100 Series Universal Transponders - 4120 Series Network Node Fire Alarm Control Panels - 4020 Series Fire Alarm Control Panels - 2120 Communicating Device Transponders • Zone Adapter Modules (ZAMS): - Provide addressable interface to conventional zoned circuits • MAPNET II communications can be wired: - NFPA Style 4/Class B or Style 6/Class A - Style 4/Class B communications may be wired either "T" tapped or In/Out • Convenient DIP switch address selection INTRODUCTION MAPNET II® communicating devices* individually annunciate identity and accurate status to the connected control panel. Applications include smoke detectors, manual fire alarm (pull) stations, heat detectors, sprinkler flow switches (or any typical fire detecting device) and addressable control. New installation wiring is via twisted, shielded wire. Performance is compatible with most retrofit wiring where unshielded and untwisted wire exist. GENERAL SPECIFICATIONS MAPNET II input........................24 to 40 VDC with data Current................................................see chart, page 8 Address Means ............................ DIP switch, 8 position Temperature .................. 32' F to 120' F (0' C to 49' C) Humidity.............85% non -condensing @ 86' F (30' C) " MAPNET addressable communications is protected by U.S. Patent No. 4,796,025. and Accessories Communicating Devices MAPNET II° Communications Individually Addressable Devices Addressable Manual Stations Zone Adapter Modules (ZAMs) Addressable Detector Base Supervised Individual Addressable Modules (IAMs) 0 1998 Simplex Time Recorder co. All rights reserved. S2190-0012-12 9/98 ADDRESSABLE DETECTOR BASES FEATURES • Integral alarm LED • DIP switch selectable addressing is located in the detector base • Standard outlet box mounting • Interchangeable detector heads DESCRIPTION Detector bases with integral addressable electronics continuously monitor the status of the detachable photoelectric smoke detector, heat detector, or ionization smoke detector and communicate changes of status to the control panel. Each smoke detector and base receives its power from the MAPNET II communications lines. Since the detector heads use the same addressable base, a quick and easy conversion from one type of detector to another is possible to satisfy installed conditions. With the addressing means in the base, detectors removed for cleaning need not be returned to the exact location, simplifying the maintenance process. Addressable Detectors and Accessories 4" (102 mm) OCTAGONAL BOX, 1 1/2" (38 mm) DEEP (SUPPLIED SEPARATELY) (4" SQUARE BOXES REQUIRE PLASTER RINGS FOR MOUNTING) 2098-9652, ADDRESSABLE BASE WITH ALARM INDICATOR LED BASE DIAMETER = 6 1/2" (165 mm) 4098-9407 OR 4098-9408 2098-9201 2098-9576 HEAT DETECTOR PHOTOELECTRIC IONIZATION DETECTOR DETECTOR INSTALLED HEIGHT = 1 15/16" (49 mm) INSTALLED HEIGHT = 1 7/8" (48 mm) 2098-9202 PHOTOELECTRIC DETECTOR W/HEAT INSTALLED HEIGHT = 2 3/8" (60 mm) INSTALLED HEIGHT = 1 7/8" (48 mm) S2190-0012-12 9/98 page 2 r--.. . _._ .. . .. -. _ ADDRESSABLE SMOKE AND HEAT DETECTOR DESCRIPTIONS SMOKE DETECTOR FEATURES • UL Listed to standard 268 • 360* Smoke entry for optimum response • Sealed against rear air flow entry • Internal insect screen • Locking tamper screw • Low current operation • Detector LED pulses to indicate power -on • Base LED is steady -on for alarm indication • Magnetically operated functional test feature • Available 135' F (570 C) fixed temperature heat element (model 2098-9202) GENERAL Smoke detectors for MAPNET II addressable bases provide a 360' smoke entry path for optimum response to smoke approaching from any direction. An internal screen prevents insects from entering the smoke chamber. Heat detectors provide quick and accurate temperature sensing of either fixed or rate -of -rise conditions. Detector head types are interchangeable to allow easy detection conversion if required. Removal of the detector head is required for access to the address selection dip switch. This action will result in a trouble condition at the control panel to indicate any improper removal or tampering. A special locking screw secures the head to its base, reducing the chances for vandalism and tampering on low ceiling height applications. As mentioned in the base description, locating the DIP switch address selection in the base assembly allows the head to be removed for replacement or cleaning without needing to be returned to the same base. This simplifies the maintenance effort and ensures that proper address locations are maintained. PHOTOELECTRIC DETECTION The 2098-9201 and 2098-9202 detectors use a stable, pulsed LED light source with a silicon photodiode as the receiving element. Built-in electronic filtering and time delay circuits combine with a sophisticated chamber design to form a highly accurate means of smoke detection. When a predetermined smoke level is detected, that information is communicated to the base for further communication back to the control panel. The 2098-9202 includes an integral 135' F fixed temperature heat element. IONIZATION DETECTION The 2098-9576 ionization detector incorporates a single radioactive source with an outer sampling ionization chamber and an inner reference ionization chamber to provide stable operation under extremes in temperature, humidity, and other fluctuations in environmental conditions. Smoke and invisible combustion gases can freely penetrate the outer chamber. With both chambers ionized by a radioactive source (AM 241), a very small current flows in the circuit. The presence of particles of combustion will cause a change in the voltage ratio between chambers. This difference is then amplified inside the detector and communicated to the addressable base electronics when a predetermined level is detected. COMPATIBLE HEAT DETECTOR FEATURES • UL Listed to standard 521 • Fixed 135' F temperature operation for 60 ft (UL) spacing, (model4098-9407) • Fixed 135* F temperature operation with rate -of - rise operation for 70 ft (UL) spacing (model 4098-9408) • Epoxy encapsulated electronic design provides: — Thermistor based fixed temperature sensing — Dual thermistor rate -of -rise sensing — Rate compensation — Self -restoring operation — Repeatable accuracy • Base LED is steady -on for alarm indication HEAT DETECTION* Simplex addressable heat detectors electronically track thermistors to provide temperature sensing that quickly, accurately, and repeatably identifies when fixed temperatures are exceeded or when rate -of -rise temperature changes occur at a rate of 15' F/min (8.33° C/min), model dependent. Two heat detector models are available: 4098-9407 provides fixed temperature activation at 135' F. 4098-9408 provides fixed temperature activation at 135* F and rate -of -rise activation. (Refer to Simplex data sheet S4098-0007 for additional heat detector information.) * WARNING: In most fires, hazardous levels of smoke and toxic gas can build up before a heat detection device would initiate an alarm. In cases where Life Safety is a factor, the use of smoke detection is highly recommended. S2190-0012-12 9/98 page 3 ADDRESSABLE MANUAL STATIONS The fire alarm station's integrally mounted individual addressable module (IAM) constantly monitors status and communicates changes to the connected control panel via MAPNET II communications wiring. Addressable stations are available in either single or double action or single action with local alarm contacts. Mounting is surface or semi -flush using either standard boxes or the Simplex red back box, model 2975-9178. Addressable Manual Station Mounting Options O O WIREMOLD RECEPTACLE BOX �O (SUPPLIED 2099-9814 SURFACE TRIM SEPARATELY) FOR WIREMOLD BOX SEE NOTE 1 5 1/8"H x SW (130 mm x 127 mm) X4 O / 2099-9795 ADDRESSABLE MANUAL FIRE ALARM STATION 5" H x 3 3/4" W x 1" D (127 mm x 95 mm x 25 mm) GANGABLE SWITCH BOX (SUPPLIED SEPARATELY) SEE NOTE 2 2099-9813 SEMI -FLUSH TRIM FOR 2 GANG SWITCH BOX 6" H x 4 1/2"W (152 mm x 114 mm) SIMPLEX BACK BOX 2975-9178, NO MOUNTING PLATE REQUIRED 5 3/16" H x 4" W x 2 3/16" D (132 mm x 102 mm x 56 mm) SEE NOTE 3 MAPNETII ----------------------------------------------- IN + - ]AM 1 2 3 4 MANUAL STATION + F- CONTACT --------------------------------------------- OUT Addressable Station Wiring (Style 6 MAPNET II Wiring Shown) Notes: 1. Use a Wiremold® box no. 5744-2, deep receptacle box, 4 3/4" L x 4 3/4" W x 2 1/4" D (121 mmx121 mmx57 mm), with the surface trim band. 2. Use two gangable switch boxes, 3" L x 2" W x 2 3/4" D (76 mm x 51 mm x 70 mm), with the flush trim band. 3. When the Simplex back box is used, no trim is required. 4. The address code dipswitch is accessible when the pull station cover is in the "open" position. S2190-0012-12 9/98 page 4 SUPERVISED IAM, MODEL 2190-9172 The 2190-9172 provides location specific addressability to a single initiating device or multiple devices by monitoring normally open, dry contacts. Closure of the monitored contacts initiates an alarm. An open in the initiating circuit wiring will cause a trouble to be reported at the fire alarm control panel. The small package size of 2 1/4" L x 1 1/8" W x 1/2 D (57 mm x 29 mm x 13 mm) allows easy mounting. If the initiating device contacts are momentary, such as from a rate -of -rise heat detector, enabling the latch feature allows the IAM to latch the alarm condition until RED MAPNET II CONNECTION BLACK TYPICAL SINGLE STATION SMOKE DETECTOR HEAT SENSOR AUX. CONTACTS ALARM CONTACTS TANDEM POWER the system is reset. For applications where the contact closure latches, or if its condition needs to be tracked at the control panel, non -latching operation may be enabled. The following illustrates typical connection information for interfacing into a Simplex fire alarm control panel via MAPNET II. Use with a single station detector is to annunciate the alarm status and to supervise the connector. By using a separate, additional IAM, an isolated heat sensor contact can be monitored. Typical Supervised IAM Wiring Diagrams MONITOR + (YELLOW) TYPICAL INITIATING DEVICES 2190-9172 SUPERVISED - - - - - IAM MONITOR - (GRAY) ALTERNATE END -OF -LINE RESISTOR BROWN LOCATION INTERNAL (100 kn , 112W) ENO -OF -LINE RESISTOR BROWN MAXIMUM DISTANCE FROM END -OF -LINE RESISTOR TO MONITOR WIRES IS 400 FT. BROWN GRAY YELLOW ORANGE BLACK WHITE 2190-9172 SUPERVISED IAM YELLOW -F RED MONITOR t WNAY INTERNAL END -OF -LINE BROWN RESISTOR TO 120 VAC BLACK MAPNETII CONNECTION IAM Mounting with Single Station Detector TYPICAL SINGLE STATION DETECTOR ° ° 1O 4"SO. °( &0 J DEEP J BACKBOX J J LL� S=LO 2190-9172 SUPERVISED IAM S2190-0012-12 9/98 page 5 ZONE ADAPTER MODULE — MONITOR ZAM Monitor ZAMs are used when the fire detecting device Monitor ZAM modes are available for monitoring as: or supervisory switch is mounted separately from the 0 Style B/Class B addressable electronics. It provides status monitoring and supervision to the device circuit zone. When Style D/Class A - interfaced to MAPNET II communication lines, it is 0 Style B/Class B with separate detector power used for circuits with conventional detectors, waterflow, output (4-wire operation) and tamper switches. Typical ZAM Mounting, Monitor, Signal, or Control 4 11/16" (119 mm) SQUARE BACK BOX 2 1/8" (54 mm) DEEP ZAM ASSEMBLY I) - FLUSH COVER eawr.; O (5 7/16 x 5 7/16) —" (138 mm x 138 mm) SURFACE COVER (4 15/16" x 4 15/16") (125 mm x 125 mm) "T" TAP OR IN/OUT + WIRING J 1 Y Lt U MONITOR CIRCUIT Monitor ZAM Wiring Diagrams ON RING :P STYLE B MONITOR CIRCUIT 4 WIRE DETECTOR ZAM WIRING Y S2190-0012-12 9/98 page 6 ZONE ADAPTER MODULE — SIGNAL ZAM Signal ZAMs are used to supervise and operate The signal ZAM is available for either Style Y/Class B 24 VDC notification appliances, speakers, and or Style Z/Class A operation for notification appliance `elephone circuits. Output capacity is up to 2 A @ circuits. Wiring diagrams are shown in the following A VDC, or 50 W of 25 VRMS speakers, or up to three illustrations. simultaneously activated firefighter phones. Signal ZAM Wiring Information + STYLE Y 24 VDC NOTIFICATION "T' TAP APPLIANCE CIRCUIT OR (SPEAKERS SHOWN IN/OUT FOR REFERENCE) WIRING + MAPNETII SIGNAL IN (AUDIO OR PHONE) SHIELD PRIMARY STYLE Z NOTIFICATION r APPLIANCE RETURN ( CIRCUIT ® SIGNAL IN (AUDIO OR PHONE) ZONE ADAPTER MODULE — CONTROL ZAM Control ZAM Relay Ratings (DPDT Contacts) Control ZAMs are used to provide addressable control Application Resistive Rating Inductive Rating — functions such as elevator capture, HVAC control, Power Limited' 2 A @ 28 VDC 1 A @ 28 VDC pressurization fan control, damper control, etc. Non -Power 2 A @ 28 VDC 1 A @ 28 VDC Limited 1/2 A @ 120 VAC 1/2 A @ 120 VAC " DC Voltage must be from a listed Fire Alarm power supply. '* Inductive loads must be properly suppressed. "T" TAP OR IN/OUT + WIRING Control ZAM Wiring Diagram 24 VDC MAPNET II 1 0 N.C. 1 COM. 1 N.O. 1 N.C. 2 COM.2 CONTROLLED SHIELD N.O.2 DEVICE CONTROL POWER S2190-0012-12 9/98 page 7 MAPNET II Addressable Device Selection Chart Zone Adapter Modules, Monitor ZAMs* (separate 24 VDC power required) Product I.D. Description Supervisory Current 2190-9153 Monitor ZAM, Style D Surface Cover 2190-9154 Flush Cover 2190-9155 2190-9156 20 mA @ 24 VDC Monitor ZAM, Style B Surface Cover Flush Cover 2190-9157 Surface Cover 4-Wire Detector ZAM Flush Cover 2190-9158 Zone Adapter Modules, Signal and Control ZAMs" (separate 24 VDC power required) Product I.D. 2190-9159 Description Signal ZAM, Style Z Surface Cover Flush Cover 2190-9160 2190-9161 Signal ZAM, Style Y Surface Cover 2190-9162 Flush Cover 2190-9163 DPDT Control Relay ZAM Surface Cover 2190-9164 Flush Cover Addressable Detector Electronics/IAM* Product I.D. Description 2190-9172 Supervised IAM** 2098-9652 Detector Base w/Alarm LED 2098-9744 Remote LED Alarm Indicator Detector Heads* Product I.D. Description 2098-9202 Photoelectric Detector w/Heat 2098-9201 Photoelectric Detector 2098-9576 Ionization Detector 4098-9407 135' F (57' C) Fixed Temp. Heat Detector 135' F (57° C) Fixed Temperature with 4098-9408 rate -of -rise Heat Detector Addressable Manual Fire Alarm Stations"* Supervisory Current 15mA@24VDC 15mA@24VDC 10mA@24VDC Ref. Data Sheet S2190-0018 Ref. Data Sheet !,Y►�i�I��I�Zil S2098-0053 S4098-0007 Alarm Current 90 mA @ 24 VDC Alarm Current 65mA@24VDC 40 mA @ 24 VDC Current Supplied by MAPNET II communications Current Supplied by MAPNET II communications Product I.D. Description Current 2099-9795 Single Action 2099-9796 Double Action/Breakglass 2099-9797 Single Action/Local Supplied by 2099-9761 Double Action/Push-Pull MAPNET II communications 2099-9813 Flush Trim Plate 2099-9814 Surface Trim Plate 2975-9178 Back Box For ULC listed products, add a "C" suffix (example: 2098-9201 C). 2190-9172 is considered as 1.5 devices each for MAPNET II circuit loading. Refer to data sheet for more information For ULC listed products, add the suffix "C if in English, "CF if in French, or "CB" if Bilingual. Simplex, the Simplex logo, and MAPNET 11 are registered trademarks of the Simplex Time Recorder Co. in the U.S. and/or other countries. NFPA is a registered trademarks of the National Fire Protection Association. S2190-0012-12 9/98 Gardner, Massachusetts 01441-0001 U. S. A. Offices and Representatives Throughout the World ff Sil' PWAM Visit us on the world wide web at www.simplexnet.com. All specifications and other information shown were current as of printing and are subject to change without notice. Multi -Application Peripherals G.Simplex and Accessories Non -Coded Manual Stations UL Listed 2099 Series Single and FM Approved Double Action Operation FEATURES • Single action models • Double action models available as: — Breakglass — Push Type • Institutional model — Key operated only • Pull lever protrudes when alarmed • Tamper resistant reset key lock: — Keyed same as fire alarm cabinet • Pre -signal and annunciator contact options • Local alarm cover option • Surface, flush, or semi -flush mounting • Complies with ADA requirements OPERATION Single Action Stations require a firm downward pull to activate the alarm switch. Completing the action breaks an internal plastic break -rod (visible below the pull lever). The pull lever latches into the alarm position and remains extended out of the cover to provide a visible indication of which station was alarmed. Double Action Stations (Breakglass) require the operator to strike the front mounted hammer to break the glass and expose the recessed pull lever. The pull lever then operates as a single action station. Double Action Stations (Push Type) require that a spring loaded interference plate (marked PUSH) be pushed back to access the pull lever of the single action station. Institutional Stations are designed to activate by key operation only. This allows access for manual alarms to be initiated by authorized personnel. Operation requires key insertion and opening of the station cover. Pre -Signal Option activates when the lever is pulled. General alarm initiation requires a key to activate a keyswitch located behind the pull lever. Station Reset requires the use of a key to reset the manual station lever and deactivate the alarm switch. If the break -rod is used, it must be replaced. Testing requires physical activation of the pull lever (except for institutional stations). . Double Action Station (Breakglass) Single Action Station With Institutional Cover Single Action Station Double Action Station (Push Type) Local Fire Alarm Cover Option m 1998 Simplex Time Recorder Co. All rights reserved. S2099-0007-13 7/98 APPLICATIONS Refer to NFPA 72, the National Fire Alarm Code, (reference section 5-9) and all applicable local codes for complete requirements for manual stations. The following summarizes the basic requirements. Stations shall be located in the normal path of exit and distributed in the protected area such that they are unobstructed and readily accessible. Mounting shall be with the operable part not less than 3 1/2 ft (1.1 m) and not more than 4 1/2 ft (1.37 m) above floor level. At least one station shall be provided on each floor. Additional stations shall be provided to obtain a travel distance not more than 200 ft (61 m) to the nearest station from any point in the building. When manual station coverage appears limited in any way, additional stations should be installed. Construction. Covers and pull levers are constructed of chip resistant and dirt resistant, high impact Lexan polycarbonate. Covers are red with white lettering and pull levers are white with red lettering. ENVIRONMENTAL SPECIFICATIONS Temperature Range 32° F to 140° F (0° C to 60° C) Humidity Range up to 90% RH at 90° F (32° C) NON -ADDRESSABLE MANUAL STATION FEATURE SELECTION CHART (see note 3 for addressable station reference) ACCESSORIES DescriptionModel 2099-9803 Replacement breakglass (standard, English) 2099-9804 Replacement break -rod 2099-9819 Flush adapter kit, black (refer to page 4) 2099-9820 Flush adapter kit, beige (refer to page 4) 2099-9822 Replacement retaining clip for breakglass 2099-9828 Institutional cover kit 2975-9178 Red surface mount box, sheetmetal, 5 3/16" H x 4" W x 2 3/16" D (127 mm x 102 mm x 56 mm) 2975-9022 Red, cast aluminum surface mount box, 5" H x 3 7/8" W x 2 3/16" D (127 mm x 98 mm x 56 mm) NOTES: 1. These models can be semi -flush mounted using a standard single gang 2 1/2" (64 mm) deep switch box. DO NOT RECESS BOX, mount box flush or with 1/16" (2 mm) maximum protrusion. These models can also be surface mounted on a Wiremold box no. 5744S, 4 5/8" H x 2 7/8" W x 2 1/4" D (117 mm x 73 mm x 57 mm). 2. For surface mount, these models require 2975-9178 or 2099-9022 boxes. For semi -flush mount, these models require a 4" (102 mm) square box with a single gang cover plate (see diagram on page 3). 3. For information on Simplex addressable manual stations, refer to data sheet S2190-0012 for MAPNET II addressable stations and data sheet S4099-0001 for IDNetTm addressable stations. S2099-0007-13 7/98 page 2 MOUNTING INFORMATION Refer to installation instructions PER-21-502 for additional information. SURFACE MOUNTING Knockouts Located f.-- 4" (102 mm) — ►I Top and Bottom 2975-9178 Box —+ 0 0 =IRL ®ALARM (32/mm) 5" (127 mm) 0 2 3/16" (56 mm) 93SU17plexV 1" (25.4 mm) \ 3 3/4" (95 mm) SEMI -FLUSH MOUNTING, 4" BOX (refer to selection chart for requirements) 4" (102 mm) Square Box, 2 1/8" (54 mm) Minimum Depth RACO #231 or equal (Supplied Separately) 0 0 o (\ `I i FIRE ®ALARM I\ L �) I PULL DOWN � J fI U 4 1 Single Gang Cover BS�mplex', Plate, 3/4" (19 mm) Extension, RACO #773 or equal (Supplied Separately) Station Cover Hinges Open for Installation Access 2975-9178 Box Side View, Surface Mounting Mount Flush or with 1/16" (2 mm) maximum extension IF DO NOT RECESS Side View Wall Surface Box Single Gang Cover Plate Side View, Semi -Flush Mounting S2099-0007-13 7/98 page 3 ADDITIONAL MOUNTING INFORMATION Flush Mount Adapter Mounting (2099-9819 and 2099-9820) / 4 11/16" (119 mm) L Square Box, 2 1/8" (54 mm) minimum depth NOTE: Box must be recessed into wall 1" —. to 1 1/8" (25.4 mm to 29 mm). Side View Wail Surface (203 mm) 110- 6 3/4" (171 mm) ►1 Front View Simplex, the Simplex logo, MAPNET, and IDNet are either trademarks or registered trademarks of Simplex Time Recorder Co. in the U.S. and/or other countries. NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association (NFPA). Lexan is a registered trademark of General Electric Co. S2099-0007-13 7/98 Gardner, Massachusetts 01441-0001 U. S. A. Offices and Representatives Throughout the World Visit us on the world wide web at www.simplexnet.com All specifications and other information shown were current as of printing and are subject to change without notice UL Listed Visible and Audible/Visible Appliances FM Approved 4904 Series Visible NYC MEA Approved* Notification Appliances FEATURES • 24 VDC powered xenon flashtube visible notification appliance: — UL listed to standard 1971 — 15, 30, or 110 candela models available — Compatible with ADA requirements — Multi -surface reflector provides light output in key axis directions allowing vertical or horizontal mounting — Diode polarized in/out wiring terminals — Polycarbonate lens — Regulated circuit design ensures consistent output — Under normal operating conditions, 15 candela and 30 candela models provide 75 candela on - axis per testing requirements of UL 1971 • Synchronized flash rate models available for use with synchronizing modules • Wall mount models: — Red with White "FIRE" Lettering — Off -White with Red "FIRE" Lettering • Ceiling models: — Red with White "FIRE" Lettering on Two Sides • Available in white without lettering for wall or ceiling mount SPECIFICATIONS Dimensions ..................4 3/4" H x 2 15/16" W x 2 5/8" D (121 mm x 75 mm x 67 mm) Operating Voltage ..................................... 18 to 32 VDC FlashRate............................................................... 1 Hz Nominal Average Current at 24 VDC: 15 Candela (Effective Intensity) ......................... 95 mA 30 Candela (Effective Intensity) ....................... 125 mA 110 Candela (Effective Intensity) ....................... 220 mA Connection...........................Terminals for In/Out Wiring #18 to #14 AWG Temperature .................. 32' F to 120' F (0' C to 49' C) Humidity ................................. 10-95% Non -Condensing at 86° F (30' C) Accepted for use —City of New York Department of Buildings- MEA35-93E. 4904 Series Visible Notification Appliances DESCRIPTION Simplex 4904 series visible notification appliances may be either horizontally or vertically wall mounted, or ceiling mounted, because a compound, multi -surface reflector is used to provide symmetrical light output in key axis directions. The lens assembly fits securely into its housing, providing a high integrity notification appliance that is impact and vandal resistant and suitable for a variety of applications. Synchronized Strobes. When multiple visible appliances and their reflections can be seen from one location, synchronized flashes reduce the probability of photo -sensitive reactions. Flash synchronization modules are available to control the observed flashes of synchronized flash models at a rate of 1 Hz using the existing two wire circuit (US patent no. 5,559,492). Standard models will operate in a free -running mode even when connected to a synchronized NAC. (Refer to page 2 for model numbers.) The efficient switching regulator electronic design provides over -voltage protection for the flash discharge capacitor and ensures consistent visible notification output . Strobe Selection. Proper selection of visible notification is dependent on occupancy, location, local codes, and proper applications of: the National Fire Alarm Code (NFPA 72), ANSI Al17.1, the appropriate model building code, BOCA, ICBO, or SBCCI, and the application guidelines of the Americans with Disabilities Act (ADA). Additional reference may be found in the Simplex Fire Alarm Strobe Application Guide, publication 574-342. Consult your local Simplex representative for further assistance in determining these requirements. O 1998 Simplex Time Recorder Co. All rights reserved. S4904-0002-13 11/98 F—... . 4904 SERIES VISIBLE NOTIFICATION APPLIANCE SELECTION CHART Product ID/Operation Type FTV 4904-9162 Visible Notification Appliance Output (effective candela) X Housing Style Red with white "FIRE" on sides Mounting Style Ceiling Mount" 4904-9163 X 4904-9164 4904-9327 X 4904-9137 4904-9305 X Red with white "FIRE" on front Vertical Wall Mount 4904-9135 4904-9301 X 4904-9136 X 4904-9138 4904-9306 X Off-white with red "FIRE" on front 4904-9141 4904-9302 X 4904-9144 4904-9310 X 4904-9139 4904-9307 X Red with white "FIRE" on front Horizontal Wall Mount 4904-9142 X 4904-9145 4904-9311 X 4904-9328 X Off-white with no marking Wall or Ceiling Mount" 4904-9329 X " Ceiling mount applications in sleeping areas require specific candela ratings. Refer to the applicable code for guidance. ACCESSORIES 4905-9910 1 Surface mount adapter plate, zinc plated 4 7/8" x 3 1/8" (124 mm x 79 mm) 4905-9914 Synchronized flash module, • Epoxy encapsulated Class B (Style Y) operation . In/out #18 AWG wire leads 1 3/8" W x 2 7/16" L x 13/16" H Synchronized flash module, ° Rated for 2 A NAC (35 mm x 62 mm x 20 mm) 4905-9922 Class A (Style Z) operation • Requires 10 mA for power 4905-9926 UL listed wire guard, red 6 1 /8" x 4 3/8" x 2 7/8" deep (156 mm x 111 mm x 73 mm) S4904-0002-13 11 /98 page 2 SEMI -FLUSH WALL MOUNTING INFORMATION Single gang box 2 1/2" deep o (RACO 519 or equal) supplied separately SURFACE WALL MOUNTING INFORMATION E WIRE GUARD OPTION r, Handy box 1 1/2" deep (RACO 650 or equal) supplied separately Surface mount adapter plate 4905-9910 (optional for semi -flush) Rotate box for horizontal mounting Single gang box, 2 1/4" deep (Wiremold no. 5744S) supplied separately 0 F I R E Visible appliance with optional 4905-9926 wire guard S4904-0002-13 11/98 page 3 (Refer to page 3 for additional surface and semi -flush mounting detail) CEILING MOUNT INFORMATION T-bar with clips and screws (ERICO no. 512) supplied separately U 0 Handy box 1 1/2" deep (RACO no. 650 or equal) supplied separately FIRE Simplex and the Simplex logo are registered trademarks of the Simplex Time Recorder Co. NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association (NFPA). S4904-0002-13 1 1 /98 Gardner, Massachusetts 01441-0001 U. S. A. 5'r��i�X: Offices and Representatives Throughout the World ® m li Visit us on the world wide web at www.simplexnet.com. All specifications and other information shown were current as of printing and are subject to change without notice. I Fire Alarm Systems UL, ULC Listed* Communicating Devices FM Approved 4098 Series TrueAlarm® Bases, and NYC MEA Approved** Photoelectric, Ionization, & Heat Sensors FEATURES • Digital transmission of analog sensor values via MAPNET II®, two -wire communicationst • Fire alarm control panel provides: — Automatic environmental compensation — Control panel sensitivity selection — Multi -stage alarm operation — Control panels can display and print detailed sensor information in plain language — Sensitivity is displayed in percent per foot (no interpretation is required) • For use with Simplex 4100, 4020, and 4120 series control panels and Universal Transponders • Automatic once per minute individual sensor alarm simulation test satisfies NFPA 72 annual sensitivity testing requirement Peak value logging allows accurate analysis and sensitivity selection for each sensor • Magnetic test feature APPLICATION TrueAlarm smoke sensors can be ceiling or wall mounted. If ceiling mounted, the sensor should be as close as possible to the center of the room or hallway. If this is not possible, the edge of the sensor should be at least 4 inches from any wall. If wall mounted, locate the top of the sensor at least 4 inches and not more than 12 inches from the ceiling. Sensor locations should be determined only after careful consideration is made of the physical layout and contents of the area to be protected. On smooth ceilings, spacing of 30 ft (9.1 m) may be used as a guide. For additional information, refer to NFPA-72, the National Fire Alarm Code. Up to 127 sensors can be connected on a single pair of wires to a MAPNET II communications channel. Unshielded wire may be used in retrofit applications. TrueAlarm sensors and other Simplex addressable communicating devices can be intermixed on the same MAPNET II circuit. ULC listed devices are designated with a "C" suffix (example: 4098-9701 C). ** Accepted for use — City of New York Department of Buildings — MEA35-93-E. 4098-9784 Base with 4098-9701 Sensor OPERATION Each TrueAlarm sensor's analog output is digitally communicated to the system control panel where the data is analyzed and an average value is maintained. An alarm is determined by comparing the sensor's present value with its average value. With TrueAlarm analog sensing, the constant monitoring of each sensor's average value as a continuously shifting reference point provides software filtering that compensates for environmental factors (dust, dirt, etc.) and component aging. Without this filtering, there is a significant increase in the probability of false alarms caused by shifts in sensitivity, either up or down. The alarm set point for each TrueAlarm sensor is determined at the system control panel. It can be selected to be more or less sensitive as the individual application requires. Alarm set points can be individually varied automatically by time of day to be more sensitive at night and less sensitive during daytime hours. The system will indicate when individual sensors need cleaning. Dirty sensors, or any sensor trouble, will automatically be annunciated at the control panel. In addition, the LED on that sensor's base will light steadily. In an alarm condition, the LED on the alarmed sensor's base will light steadily. (LED operation is controlled by the fire alarm control panel. During alarm conditions, a base indicating a trouble condition that is not in alarm may return to pulsing to conserve communications power.) t TrueAlarm analog sensing is protected by U.S. Patent Nos. 5,155,468 and 5,173,683. MAPNET addressable communications is protected by U.S. Patent No. 4,796,025 © 1998 Simplex Time Recorder Co. All rights reserved. S4098-0010-3 7/98 TrueAlarm SENSOR BASES AND ACCESSORIES FEATURES • Base mounted address selection remains with location and is accessible from front (dipswitch under sensor) Automatic identification provides default sensitivity when substituting sensor types ° Integral LED for power -on (pulsing), or alarm or trouble (steady on) • Locking anti -tamper design • Magnetically operated functional test • Mounts on standard outlet boxes SENSOR BASES • 4098-9784, Standard sensor base • 4098-9785, Sensor base with wired connections for remote alarm indicator or 4098-9822 relay • 4098-9786, Sensor base with piezoelectric sounder: — Output is 88 dBA @ 10 ft (3 m) per UL268, Smoke Detectors for Fire Protective Signaling Systems Complimentary listed as audible notification appliance to UL Standard 464, Audible Signal Appliances, rated 82 dBA @ 10 ft (3 m) — Operation is programmable from the control panel — Synchronized Coded/Temporal Coded Sounder Operation is programmable from the control panel The total quantity of sounder bases and other device types available on the same channel will vary with panel application. Refer to specific panel programming requirements. — Wired connections for remote alarm indicator or 4098-9822 relay 4098-9787, Sensor base with supervised relay driver output, programmable from control panel: — Use with remote mount 2098-9737 relay — Wired connections for remote alarm indicator or 4098-9822 relay OPTIONS • 2098-9737, Remote mount control relay, DPDT contacts, rated 2 A max. @ 24 VDC, or 120 VAC, for transient suppressed loads (requires external 24 VDC) • 2098-9808, Remote alarm indicator • 4098-9821, Retrofit adapter plate • 4098-9822, Relay (mounts in base electrical box) — Activates when base LED is steady on — DPDT Contacts, rated 2 A max. @ 24 VDC, or 0.5 A max. @ 120 VAC, for transient suppressed loads (requires external 24 VDC) DESCRIPTION TrueAlarm sensor bases contain integral addressable electronics that constantly monitor the status of the detachable photoelectric, ionization, or heat sensors. Each sensor's output is digitized and transmitted to the system fire alarm control panel every four seconds. Since TrueAlarm sensors use the same base, different sensor types can be easily interchanged to meet specific location requirements. This feature allows -' intentional sensor substitution during building construdtion. When conditions are temporarily dusty, instead of covering the smoke sensors, heat sensors DESCRIPTION (Continued) may be installed without reprogramming the control panel. Although the control panel will indicate an incorrect sensor type, the heat sensor will operate at a default sensitivity and provide building protection. MOUNTING AND DIMENSION REFERENCE Electrical box: single gang, 3 1/2" or 4" octagonal, or 4" square, (model dependent, see chart on page 4) Relay size: 2 1/2" X 1 1/2" X 1" (64 mm X 38 mm X 25.4 mm) I 2098-9737 4098-9822 Remote Relay Remote Relay (mounts in base electrical box) 6 3/8" (162 mm) 1 3/16" (30 mm) 4098-9786 Sensor base with sounder 6 3/8" (162 mm) 3/8" (9.5 mm) 4098-9821 Retrofit Adapter Plate 7/16" L1-@ 411/16"(119mm) � (11 mm) Standard mounting plate (included) �4" (102 mm)� 1 3/16" (30 mm) 4098-9784, -9785, & -9787 2098-9808 ALARM O Remote Alarm Indicator (single gang plate) ssnviex 0 S4098-0010-3 7/98 page 2 TrueAlarm SENSORS COMMON FEATURES • Sealed against rear air flow entry • Interchangeable mounting Low profile • EMI/RFI Shielded Electronics SMOKE SENSOR FEATURES • Photoelectric or ionization technology sensing • 360' Smoke entry for optimum response • Listed to UL268 testing standards • UL listed air velocity ranges: — 4098-9701, Photoelectric, 0 to 2000 ft/min — 4098-9716, Ionization, 0 to 300 ft/min HEAT SENSOR FEATURES • Combination rate -of -rise and rate compensated fixed temperature operation • Listed to UL 521 testing standard for 50 ft spacing FM approved for 30 ft spacing 4098-9732 HEAT SENSOR TrueAlarm heat sensors are self -restoring and provide a combination of rate -of -rise and fixed temperature rate compensated sensing. With small thermal mass, the sensor accurately and quickly measures the local temperature for logging at the fire alarm control panel. Rate -of -rise temperature detection is selectable at the control panel for either 15° F (8.3° C) or 20' F (11.1 ° C) per minute. Fixed temperature sensing is independent of rate -of -rise sensing and programmable to operate at 135' F (57.2° C) or 155' F (68° C). In a slow developing fire, the temperature may not increase rapidly enough to operate the rate -of -rise feature. However, an alarm will be initiated when the temperature reaches its rated fixed temperature setting. TrueAlarm heat sensors can be programmed as a utility device to monitor for temperature extremes in the range from 32' F to 158' F (0° C to 70' C). This feature can provide freeze warnings or alert to HVAC system problems. Extends 7/8" (22 mm) above base 4098-9732 Heat Sensor WARNING: In most fires, hazardous levels of smoke and toxic gas can build up before a heat detection device would initiate an alarm. In cases where Life Safety is a factor, the use of smoke detection is highly recommended. 4098-9701 PHOTOELECTRIC SENSOR TrueAlarm photoelectric sensors use a stable, pulsed LED light source and a silicon photodiode receiver to provide consistent and accurate smoke sensing with low power requirements. Seven levels of sensitivity are available for each individual sensor, ranging from 0.2% to 3.7% per foot of smoke obscuration. Sensitivity is monitored and selected at the fire alarm control panel. The sensor head design provides 360' smoke entry for optimum response to gray or black smoke from any direction. A built-in screen keeps insects from entering the smoke chamber. Due to its photoelectric operation, air velocity is not a factor, except as it affects area smoke flow. Extends 7/16" (11 mm) above base IF 4098-9701 Photoelectric Sensor 4098-9716 IONIZATION SENSOR TrueAlarm Ionization sensors use a single radioactive source with an outer sampling ionization chamber and an inner reference ionization chamber to provide stable operation under fluctuations in environmental conditions such as temperature and humidity. Smoke and invisible combustion gases can freely penetrate the outer chamber. With both chambers ionized by a radioactive source (Am 241), a very small current flows in the circuit. The presence of particles of combustion will cause a change in the voltage ratio between chambers. This difference is measured by the electronics in the sensor's base and digitally transmitted back to the control panel for processing. Four levels of sensitivity are available for each sensor, ranging from 0.5% to 1.7% per foot of smoke obscuration. Extends 15/16" (24 mm) above base 4098-9716 Ionization Sensor S4098-0010-3 7/98 page 3 TrueAlarm BASE AND SENSOR SELECTION -es • • Bases 4098-9784 Standard sensor base All sensors 4098-9785 Sensor base with connections for remote alarm indicator or 4098-9822 relay All sensors, 2098-9808 remote alarm indicator or 4098-9822 relay 4098-9786 Piezo sounder base with connections for remote alarm indicator or 4098-9822 relay All sensors, 2098-9808 remote alarm indicator or 4098-9822 relay 4098-9787 Sensor base with supervised remote relay connections and connections for remote alarm indicator or 4098-9822 relay All sensors, 2098-9737 remote relay, 2098-9808 remote alarm indicator or 4098-9822 relay Sensors 4098-9701 Photoelectric All bases 4098-9716 Ionization 4098-9732 Heat Accessories 2098-9737 Supervised remote relay 4098-9787 2098-9808 Remote LED alarm indicator 4098-9785, 4098-9786, and 4098-9787 4098-9821 Retrofit adapter plate 4098-9784, 4098-9785, and 4098-9787 4098-9822 Relay (mounts in base box) 4098-9785, 4098-9786, and 4098-9787 MOUNTING REQUIREMENTS .. • :.X REQUIREMENTS No Options, Any Base Single Gang Box, or 3 1/2" (89 mm) or 4" (102 mm) Octagonal Box, 1 1/2" (38 mm) Minimum Depth 4098-9821 Retrofit Adapter Plate Recommended When Retrofitting 6 3/8" Diameter Bases, Will Fit a Single (Use with 4098-9784, -9785, or -9787) Gang Box, 3 1/2" or 4" Octagonal Box, or 4" Square Box, 1 1/2" Minimum Depth 4098-9822 Relay 4" Octagonal Box 2 1/8" (54 mm) Deep with 1 1/2" Extension Ring (When Used with 4098-9785 or -9787) 4098-9822 Relay 4" Octagonal Box, 2 1/8" (54 mm) Deep with 1 1/2" Extension Ring or 4" (When Used with 4098-9786) Square Box, 1 1/2" Deep with 1 1/2" Extension Ring BASE AND RELAY SPECIFICATIONS: Bases 4098-9784 & 4098-9785': Operating Power.............MAPNET II, 1 address per base Bases 4098-9786'" & 4098-9787: Communications .............MAPNET II, 1 address per base Operating Voltage ................................. Separate 24 VDC Supervisory Current ...............................................280 µA Alarm Current....................................4098-9786 = 15 mA 4098-9787 (w/2098-9737) = 28 mA Relay 4098-9822": Operating Voltage ................................. Separate 24 VDC AlarmCurrent.........................................................13 mA " NOTE: 4098-9785 base with 4098-9822 relay requires separate 24 VDC. GENERAL SPECIFICATIONS: UL Listed Temperature Range ................. 32' F to 100* F (0' C to 38° C) Operating Temperature Range ................. 32' F to 120' F (0' C to 49' C) Humidity Range ......................................... 10 to 90 % RH Housing Color .................................................... Off -White MAPNET II Connections....................................Terminals Remote Alarm Indicator/Relay Connections ................................. Wire Leads, AWG # 18 " Synchronized coded/temporal coded sounder operation is programmable from the control panel. Refer to specific panel programming for requirements Simplex, the Simplex logo, and TrueAlarm are registered trademarks of the Simplex Time Recorder Co. NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association (NFPA). S4098-0010-3 7/98 Gardner, Massachusetts 01441-0001 U. S. A. 0.S' i MPf�)( Offices and Representatives Throughout the World Visit us on the world wide web at www.simplexnet.com. All specifications and other information shown were current as of printing and are subject to change without notice. Simplex TrueAlarm° Analog Sensing UL, ULC Listed", FM Approved TrueAlarm Analog Sensors — Photoelectric, •NYC, MEA Approved" Ionization, and Heat; Compatible Bases and Accessories M TrueAlarm° analog sensing provides digital transmission of analog sensor values via MAPNET II° or IDNetTM, two -wire communicationst Fire alarm control panel provides: • Individual sensitivity selection for each sensor • Sensitivity monitoring that satisfies NFPA 72 sensitivity testing requirements • Peak value logging allowing accurate analysis for sensitivity selection • Automatic, once per minute individual sensor calibration check verifies sensor integrity • Automatic environmental compensation • Display of sensitivity directly in percent per foot • Multi -stage alarm operation • Ability to display and print detailed sensor information in plain English language Photoelectric smoke sensors: • Seven levels of sensitivity from 0.2% to 3.7% Heat sensors: • Fixed temperature sensing • Rate -of -rise temperature sensing • Utility temperature sensing Ionization smoke sensors": • Three levels of sensitivity; 0.5%, 0.9% and 1.3% For use with Simplex: • 4010, 4020, 4100, and 4120 series control panels • Universal Transponders and 2120 TrueAlarm CDTs equipped for MAPNET II operation Magnetic test feature Functional and architecturally styled chamber enclosure: • Louvered design enhances smoke capture by directing flow to chamber • Entrance areas are minimally visible when ceiling mounted Optional remote LED alarm indicator and base mounted relay UL listed to standard 268 ' ULC listed models are designated by a V suffix such as 4098-9714C. ULC listing of 4098-9717 is in process, contact Simplex for status. Accepted for use— City of New York Departmentof Buildings — MEA35-93E. t TrueAlasn analog sensors and MAPNET and IDNet communications are protected by one or more of the following U.S. Patents: 5,155,468; 5,173,683; 5,543,777: 5,400,014:5,552,765; 5,552,763; 4,796,025; DES. 377,460. 4098-9714 TrueAlarm Photoelectric Sensor Mounted in Base [Die-s—cripion Digital Communication of Analog Sensing. TrueAlarm analog sensors provide an analog measurement that is digitally communicated to the host control panel using Simplex addressable communications. At the control panel, the data is analyzed and an average value is determined and stored. An alarm or other abnormal condition is determined by comparing the sensor's present value against its average value and time. Intelligent Data Evaluation. Monitoring each sensor's average value provides a continuously shifting reference point. This software filtering process compensates for environmental factors (dust, dirt, etc.) and component aging, providing an accurate reference for evaluating new activity. With this filtering, there is a significant reduction in the probability of false or nuisance alarms caused by shifts in sensitivity, either up or down. Control Panel Selection. Peak activity per sensor is stored to assist in evaluating specific locations. The alarm set point for each TrueAlarm sensor is determined at the host control panel, selectable as more or less sensitive as the individual application requires. Timed/Multi-Stage Selection. Sensor alarm set points can be programmed for timed automatic sensitivity selection (such as more sensitive at night, less sensitive during day). Control panel programming can also provide multi -stage operation per sensor. For example, a 0.2% level may cause a warning to prompt investigation while a 2.5% level may initiate an alarm. Sensor Alarm and Trouble LED Indication. The control panel determines when individual sensors need cleaning. Dirty sensors, or other sensor trouble, will automatically be annunciated at the control panel and that sensor's base LED will light steadily. In an alarm condition, the alarmed sensor's LED will light steadily. (LED operation is controlled by the panel. During a system alarm, a sensor LED that was on to indicate a trouble may return to pulsing to conserve communications power.) 0 1999 Simplex Time Recorder Co. All rights reserved. S4098-0019-5 2/99 escrrntinn TrueAlarm Sensor Bases and Accessories Base mounted address selection: • Address remains with its programmed location • Accessible from front (dipswitch under sensor) Automatic identification provides default sensitivity when substituting sensor types Integral red LED for power -on (pulsing), or alarm or trouble (steady on) Locking anti -tamper design Magnetically operated functional test Mounts on standard outlet box 4098-9792, Standard sensor base 4098-9789, Sensor base with wired connections for: • 2098-9808 Remote LED alarm indicator or 4098-9822 relay (unsupervised) 4098-9791, Sensor base with supervised relay driver output (not compatible with 2120 CDT): • Relay operation is programmable and manually available at control panel • Use with remote mount 2098-9737 relay • Includes wired connections for remote LED alarm indicator or 4098-9822 relay • • 2098-9737, Remote or local mount supervised relay, DPDT contacts: • Power limited rating: 3 A @ 28 VDC for transient suppressed loads (requires external 24 VDC) • UL listed non -power limited rating: 3 A @ 120 VAC, for transient suppressed loads 4098-9822, LED Annunciation Relay: • Activates when base LED is on steady, indicating local alarm or trouble • DPDT contacts, rated 2 A @ 28 VDC for transient suppressed loads (requires external 24 VDC) 4098-9832, Adapter plate: • Required for surface or semi -flush mounting to 4" square electrical box and for surface mounting to 4" octagonal box • Can be used for cosmetic retrofitting to existing 6 3/8" diameter base product 2098-9808, Remote red LED Alarm Indicator: B • Mounts on single gang box (shown in illustration to right) ALARM O O simvleu Simplex Time Recorder Co. TrueAlarm sensor bases contain integral addressable electronics that constantly monitor the status of the detachable photoelectric, ionization, or heat sensors. Each sensor's output is digitized and transmitted to the system fire alarm control panel every four seconds. Since TrueAlarm sensors use the same base, different sensor types can be easily interchanged to meet specific location requirements. This feature also allows intentional sensor substitution during building construction. When conditions are temporarily dusty, instead of covering the smoke sensors (causing them to be disabled), heat sensors may be installed without reprogramming the control panel. Although the control panel will indicate an incorrect sensor type, the heat sensor will operate at a default sensitivity providing heat detection for building protection at that location. ounting Reference Electrical box without relay: 4" octagonal, 1 1/2" deep; 4" square, 1 1/2" deep (requires 4098-9832 Adapter Plate); or single gang, 2" deep (for further details, see chart on page 4) INN 2098-9737 Relay (mounts in 4098-9822 Relay (mounts base electrical box or remotely) in base electrical box) Relay size: 2 1/2" X 1 1/2" X 1" (3.75 cubic inches) (64 mm X 38 mm X 25.4 mm) Note: Mounting relay in sensor base electrical box requires a 4" octagonal box, 2 1/8" deep with 1 1/2" extension ring minimum, or equal. Review total wire count, wire size, and accessories being wired to determine required box volume- 4- 6 3/8" (162 mm) 4098-9832 Adapter Plate 1/4" (required for 4" square box mounting) (6.4 mm) 1-0 4 7/8" (124 mm) 15/16" (24 mm) TrueAlarm Bases 4098-9789, -9791, & -9792 �` ,I11�I:11iAiRNOW I!] TrueAlarm Sensors Sealed against rear air flow entry Interchangeable mounting EMI/RFI shielded electronics Heat sensors: • Selectable rate compensated, fixed temperature sensing with or without rate -of -rise operation • Listed to UL standard 521 for 60 ft (18.3 m) spacing for 135' F (57.2° C) alarm, and 40 ft (12.2 m) spacing for 155' F (68' C) alarm Smoke Sensors: • Photoelectric or ionization technology sensing • 360' smoke entry for optimum response r'j1'1:5;jkjC• TrueAlarm heat sensors are self -restoring and provide rate compensated, fixed temperature sensing, selectable with or without rate -of -rise temperature sensing. Due to its small thermal mass, the sensor accurately and quickly measures the local temperature for analysis at the fire alarm control panel. Rate -of -rise temperature detection is selectable at the control panel for either 15' F (8.3° C) or 20' F (1 1.1 ° C) per minute. Fixed temperature sensing is independent of rate -of -rise sensing and programmable to operate at 135° F (57.2° C) or 155' F (68' Q. In a slow developing fire, the temperature may not increase rapidly enough to operate the rate -of -rise feature. However, an alarm will be initiated when the temperature reaches its rated fixed temperature setting. TrueAlarm heat sensors can be programmed as a utility device to monitor for temperature extremes in the range from 32' F to 155' F (0' C to 68' Q. This feature can provide freeze warnings or alert to HVAC system problems. (Refer to .specific panels for availability.) T 2 3/8" (60 mm .. 4 7/8" (124 mm) —1 4098-9733 Heat Sensor with Base WARNING: In most fires, hazardous levels of smoke an oxic gas can build up before a heat detection device would initiate an alarm. In cases where Life Safety is a factor, the use of smoke detection is highly recommended. TrueAlarm photoelectric sensors use a stable, pulsed infrared LED light source and a silicon photodiode receiver to provide consistent and accurate low power smoke sensing. Seven levels of sensitivity are available for each individual sensor, ranging from 0.2% to 3.7% per foot of smoke obscuration. Sensitivity is selected and monitored at the fire alarm control panel. The sensor head design provides 360' smoke entry for optimum response to smoke from any direction. A built-in screen keeps insects from entering the smoke chamber. Due to its photoelectric operation, air velocity is not normally a factor, except for impact on area smoke flow. (5 4 7/8" (124 mm) —i 4098-9714 Photoelectric Sensor with Base M1' • e • TrueAlarm Ionization sensors use a single radioactive source with an outer sampling ionization chamber and an inner reference ionization chamber to provide stable operation under fluctuations in environmental conditions such as temperature and humidity. Smoke and invisible combustion gases can freely penetrate the outer chamber. With both chambers ionized by a small radioactive source [Am 241 (Americium)], a very small current flows in the circuit. The presence of particles of combustion will cause a change in the voltage ratio between chambers. This difference is measured by the electronics in the sensor base and digitally transmitted back to the control panel for processing. Three levels of sensitivity are available for each ionization sensor: 0.5, 0.9, and 1.3% per foot of smoke obscuration. (5 n 4 7/8" (124 mm) 4098-9717 Ionization Sensor with Base '.. rMt • Sensor locations should be determined only after careful consideration of the physical layout and contents of the area to be protected. Refer to NFPA 72, the National Fire Alarm Code. On smooth ceilings, smoke sensor spacing of 30 ft (9.1 m) may be used as a guide. For detailed application information, refer to 4098 Detectors, Sensors, and Bases Application Manual, part number 574-709. Simplex Time Recorder Co. 3 S4098-0019-5 2/99 TrueAlarm Analog _- ensling „ ro uct.: a ectlon Chart SensorTrueAlarm Bases 4098-9792 1 Standard Sensor Base, no options I Sensors 4098-9714, -9733, & -9717 Sensor Base with connections for Re 4098-9789 mote LED Alarm Indicator or Unsupervised Relay Sensor Base with connections for 4098-9791 Supervised Remote Relay and connections for Remote Alarm Indicator or Unsupervised Relay TrueAlarm Sensors 4098-9714 Photoelectric Smoke Sensor 4098-9717 Ionization Smoke Sensor 4098-9733 Heat Sensor TrueAlarm Sensor/Base Accessories • Sensors 4098-9714, -9733, & -9717 • 2098-9808 remote LED alarm indicator or 4098-9822 relay • Sensors 4098-9714, -9733, & -9717 • 2098-9737 remote relay (supervised) • 2098-9808 remote alarm indicator or 4098-9822 relay (unsupervised) Bases 4098-9792, 4098-9789, and 4098-9791 4" octagonal or 4" square box, 1 1/2" min. depth; or single gang box, 2" min. depth 4" octagonal or 4" square box Note: Box depth requirements depend on total wire count and wire size, refer to accessories list below for reference. Refer to base requirements �Description 7.7_ Compatibility Mounting Requirements:' • Remote mounting requires 4" octagonal or 2098-9737 Supervised Relay, mounts remote For use with 4098-9791 base 4" square box, 1 1/2" minimum depth or in base electrical box Base Mounting requires 4" octagonal box, 2 1/8" deep with 1 1/2" extension ring 2098-9808 Remote Red LED Alarm Indicator Single gang box, 1 1/2" minimum depth on single gang stainless steel plate Bases 4098-9789 and 4098-9791 Relay, tracks base LED status 4" octagonal box, 2 1/8" deep with 1 1/2" 4098-9822 (unsupervised, mounts only in base extension ring electrical box) • Required for surface or semi -flush 4098-9832 Adapter Plate Bases 4098-9792, -9789, & -9791 mounting to 4" square box • Required for surface mounting to 4" octagonal box Refer to Simplex publication 574-709, 4098 uetectors, Sensors, and gases Application manual, Tor at7oitional application information. General Operating Specifications Communications and Sensor Supervisory Power MAPNET II or IDNet, auto -select, 24-40 VDC w/data, 400 µA typical, 1 address per base Communications Connections Screw terminals for in/out wiring, #18 to #14 AWG Remote LED Alarm Indicator Current 1 mA typical, no impact to alarm current Remote LED Alarm Indicator and Relay Connections Color coded wire leads, #18 AWG UL Listed Temperature Range 32° F to 100° F (0° C to 38° C) Operating Temperature Range, Each Base with 4098-9717 or 4098 -9733 32° F to 122° F (0° C to 50' C) with 4098-9714 15° F to 122° F (-9° C to 50° C) Humidity Range 10 to 95% RH Air Velocity Range 4098-9714, Photoelectric Sensor 0-2000 ft/min (0-610 m/min) 4098-9717, Ionization Sensor 0-200 ft/min (0-61 m/min) Housing Color Frost White 4098-9791 Base With Supervised Remote Relay zo911:11-9737 Externally Supplied Relay Voltage 18-32 VDC (nominal 24 VDC) Supervisory Current 270 µA, from 24 VDC supply Alarm Current with 2098-9737 Relay 28 mA, from 24 VDC supply 4098-9822 Unsupervised Relay, Requirements for Bases 4098-9789 and 4098-9791 Externally Supplied Relay Voltage 18-32 VDC (nominal 24 VDC) Supervisory Current Supplied from communications Alarm Current 13 mA from separate 24 VDC supply Simplex, the Simplex logo, 7}ueAlarm. MAPNI. T, and /DNei are either trademarks or registered trademarks o/ Simplex Tinto Recorder Co. in the U.S. andlor other countries. N/P.4 -1 is a registered trademark of the National Fire Protection Association (NFPA). S4098-0019-5 2/99 91®simpWik Gardner, Massachusetts 01441-0001 USA visit us on the world wide web at www.simplexnet.com All specifications and other information shown were current as of printing and are subject to change without notice. S. Simplex UL, ULC' Listed, FM Approved NYC, MEA Approved" 1;".1� Monitors air ducts for the presence of smoket For use with the Simplex model 4098-9714, TrueAlarm° photoelectric smoke sensor (ordered separately) TrueAlarm analog sensing provides: • Digital transmission of analog sensor values via Simplex, MAPNET II' or IDNetTM, two -wire communicationstt UL listed to standard 268A Model 4098-9752 provides 2-wire operation (no relay output) Model 4098-9753 provides a local relay: • Relay operation is programmable from fire alarm control panel • Form "C" contacts rated: I A @ 28 VDC, power limited; or 1/2 A @ 120 VAC, non -power limited • Requires separate 24 VDC power, supplied by fire alarm system (4-wire operation) or optional 120 VAC power adapter, model 2098-9747 Visible red LED indicator on housing: • Pulsing indicates power -on, steady on indicates alarm or trouble as indicated at the fire alarm control panel Output for optional remote LED Sampling tubes: (ordered separately) • Available in multiple lengths to match duct size • Are installed with housing in place Options: • 120 VAC power adapter (2098-9747) • Remote led alarm indicator (2098-9808) • Remote test station (2098-9806) ULC listed models are designated with a "C" suffix such as 4098-9752C. "Accepted for use - City of New York Department of Buildings - MEA35-93E. TrueAlarm' Analog Sensing Duct Detector Housings for the 4098-9714 TrueAlarm. Photoelectric Smoke Sensor 4098 Series Duct Sensor Housing P�tic Operation. Simplex TrueAlarm air duct smoke sensor housings detect the presence of smoke in air conditioning or ventilating ducts. Sampling tubes are installed into the duct and air is directed to a smoke sensor mounted in the housing. These duct housings provide the high reliability performance of TrueAlarm analog sensing featuring: programmable sensitivity, consistent accuracy, environmental compensation, status testing, and monitoring of sensor dirt accumulation. TrueAlarm sensors require only two wires for both communications and power. For applications requiring control relay operation, two additional wires are required to supply 24 VDC. The 4098-9753 relay can be programmed to track the local sensor's operation or can be independently controlled by the fire alarm control panel to perform fire response actions such as fan shutdown and damper control. Optional AC power adapter, 2098-9747, is available for applications where the detector relay functions are supplementary only. In the event of loss of power from the 24 VDC or 120 VAC source, the control panel will be informed via data communications. Ordering Information. Duct housings include the necessary exhaust tube. The correct size sampling tube and the required sensor are ordered separately. (Refer to page 3 for selection information.) t Please note that smoke detection in air ducts is intended to notify of the presence of smoke in the duct. It is not intended to, and will not, replace smoke detection tt TrueAlaml analog sensors and MAPNET and IDNetcommunications are protected - requirements for open areas or other non -duct by one or more of the following U.S. Patents: 5,155,468; 5,173,683; 5,543,777; applications. 5,400,014; 5,552,765; 5,552,763; 4,796,025; DES. 377,460. m 1998 Simplex Time Recorder Co. All rights reserved. S4098-0020-3 8/98 [Applications, _, a erence Preferred Duct Sensor Locations: 1. A minimum of six duct widths downstream from bends or inlets to avoid air turbulence. 2. On the downstream side of filters to detect fires in the filters. 3. In return ducts, ahead of mixing areas. 4. Upstream of air humidifier and cooling coil. 5. With accessibility for test and service. 6. For additional information, refer to NFPA 90A, Standard for the Installation of Air Conditioning and Ventilating Systems. uc 'r ensor. Location, a erence• Locations To Avoid: l . Where dampers closed for comfort control would interfere with airflow. 2. Next to outside air inlets (unless the intent is to monitor smoke entry from that area). 3. In return air damper branch ducts and mixing areas where airflow may be restricted. Exhaust Sensor i Damper OK Bend or other obstruction Exhaust f Return Air Do not locate sensor here 6 Duct Return air widths i damper minimum Fresh i Supply air Air Return air Filter Sensor inlet Do not locate /� sensor here bank OK I 6 Duct widths minimum �3IT rrIMt'1• WOT:Srl': 2098-9806, Remote Test Station, provides a remote Red LED status indicator and a remote test key switch mounted on a single gang stainless steel plate. Turning the test switch to "TEST" will initiate an alarm and allow the resulting system responses to be verified. 2098-9808, Remote Alarm Indicator, provides a remote Red LED status indicator mounted on a single gang stainless steel plate. • ma • 7 • • Remote status indicators mount in standard single gang boxes, 2"W x 3"H with a minimum depth of 2" (51 mm W x 76 mm H x 51 mm D), supplied separately. Simplex Time Recorder Co. 2 ALARM 0 TEST NORM O 113 Simplex 2098-9806 ALARM 0 93 Simplex 2098-9808 S4098-0020-3 8/98 Sensor Housings (sensor and sampling tube are ordered separately, exhaust tube is included) Model Description Compatibility Standard Sensor Housing (no relay), requires Simplex fire alarm control panel models 4010, 4020, 4098-9752 4098-9714 sensor and correct length duct tube 4100, 4120, and 2120 CDT configured for MAPNET II TrueAlarm Sensor Housing with relay output, requires Simplex 4010, 4020, 4100, 4120 (not compatible with 4098-9753 4098-9714 sensor and correct length duct tube 2120 CDT) Compatible Sensor (ordered separately) Model Description Compatibility 4098-9714 Photoelectric Sensor Required for either 4098-9752 or 4098-9753 (refer to Simplex data sheet S4098-0019 for details) Accessories (order as required) Model Description Compatibility 2098-9747' AC Power Adapter Duct Housing 4098-9753 2098-9806 Remote Test Station Duct Housings 4098-9752 and 4098-9753 Remote Alarm Indicator 2098-9808 ' When the 2098-9747 Power Adapter is used, only supplementary functions can be performed from the sensor housing [qampling,Tulbe Selection, Chart Overall Duct Width 12" (305 mm) Tube Required 2098-9796 Suggested Cut Length 1/2 in. (12.7 mm) longer than duct width 13" to 23 " (330 mm to 584 mm) 2098-9804 1/2 in. (12.7 mm) longer than duct width 24" to 46" (610 mm to 1168 mm) 2098-9797 2 in. (51 mm) longer than duct width 46" to 71" (1168 mm to 1803 mm) 2098-9798 2 in. (51 mm) longer than duct width 71" to 95" (1803 mm to 2413 mm) 2098-9799 2 in. (51 mm) longer than duct width �ec�>tic Electrical, General Data Communications I MAPNET II or IDNet, auto -select, 1 address per housing Remote LED Current 0.6 mA, no impact to alarm current Electrical, 4098-9753 Only, with Auxiliary Relay Coil Voltage 18 to 32 VDC, supplied separately Standby Current 240 µA @ 24 VDC Alarm Current 32 mA @ 24 VDC Power Limited Contact Rating Single form "C", 1 A @ 28 VDC (for suppressed loads) Non -Power Limited Contact Rating Environmental Air Velocity Range UL Listed Temperature Range Operating Temperature Range Humidity Range Mechanical Wiring Connections Color Dimensions , 1/2 A @ 120 VAC, resistive (for s 400-4000 ft1min (122 to 1220 m/min) 32°F to 100' F (0' C to 38' C) 32' F to 122' F (0' C to 50' C) 10% to 95% RH trom F to 1 Terminal blocks, #18 to #14 AWG to drawing on page F(0'Cto50'C) Simplex Time Recorder Co. 3 S4098-0020-3 8/98 ounting n ormation 12 7/8" (327 mm) �- 10 1/8" (257 mm) i 9 1/2" (241 mm) O =Duct Housing Installation Notes 1. For detailed installation information, refer to Simplex Installation Instruction 574-710. 2. Refer to NFPA Standard 72, the National Fire Alarm Code, NFPA 90A, Installation of Air Conditioning and Ventilating Systems, and Simplex data sheet S2098-0038, Air Duct Smoke Detection, General Information, for guidelines to consider during placement and installation of these duct sensor housings. 3. Sampling tubes and exhaust tubes are keyed for proper alignment with the duct housing. Templates are supplied with the unit and must be properly aligned with respect to air flow. 3" (76 mm) 4 1/2" (114 mm) 3 3/8" (86 mm) ainpnaninp n pn (Sampling tube ]uides extend into the duct) The National Fire Alarm Code, NFPA 72, Chapter 7, Table 7-2.2, Test Methods, states "Air duct sensors shall be tested or inspected to ensure that the device will sample the airstream. The test shall be made in accordance with the manufacturer's instructions." The following is a partial maintenance list to follow for duct sensor locations: I . Periodically check duct sensor locations to ensure proper air flow and to verify integrity to the standards of the installation instructions. 2. Sensor air entry areas should be vacuumed on a six month basis or as required. (Sensor dirt accumulation is monitored by the fire alarm control panel.) 3. Additional considerations are contained in Installation Instructions 574-710. Simples, the Simples logo, 7}ne, Ilurm.:1-1, IPNL'f, and /UNel are either trademarks or registered trademarks gfSirnplex Time Recorder Co. in the U.S. and/or other countries. NFPA -2 and National Fire .-Ilurm Code tire registered trademarks of the �- - National Fire Protection ,lssocialion /NITA). S4098-0020-3 8/98 '�� Gardner, Massachusetts 01441-0001 USA ®sip visit us on the world wide web at www.simplexnet.com All specifications and other information shown were current as of printing and are subject to change without notice. B.Simplex True" '� M Fire Alarm Systems UL, ULC Listed* Communicating Devices FM Approved 4098 Series Photoelectric Duct Type NYC MEA Approved** TrueAlarm® Smoke Sensor Housings FEATURES: Air Duct Smoke Sensor Housings for TrueAlarm Analog Smoke Sensing t • Model 4098-9706 Provides a Local Relay: — Relay Operation is Programmable from Fire Alarm Control Panel — 24 VDC Power is Supplied by Fire Alarm System (Four Wire Operation) or Optional 120 VAC Power Adapter 2098-9747 • Model 4098-9707 Provides Two Wire Operation (No Relay Output) • Pre -Aligned, Multi -Length Sampling Tubes (Ordered Separately) • Sampling Tubes Install with Housing in Place • Visible Alarm LED �` • Remote LED Output • Options: - 2098-9806, Remote Test Station - 2098-9808, Remote Alarm Indicator SPECIFICATIONS: UL Listing Standard .......................................... UL268A Air Velocity Range ............................ 400 to 4000 ft/min (122 to 1220 m/min) Data Communications" ............... Simplex MAPNET II® Remote LED Current.............................................1 mA Relay Power (4098-9706 only): DC Voltage..............................................18 to 32 VDC AC Voltage...............................120 VAC, 60 Hz, 3 VA, with 2098-9747 Power Adapter Standby Current................................................280 EtA Alarm Current....................................................28 mA DPDT Contacts.... 2 A at 120 VAC, 28 VDC, Resistive UL Listed Temp. Range.... 32'F to 100°F (0°C to 38'C) Operating Temp. Range ... 32'F to 120'F (0°C to 49°C) Humidity Range......................................10 to 90%, RH Dimensions ........................................... Refer to page 4 Color..................................................................... Gray ULC listed devices are designated with a "C' suffix (example: 4098-9706C). Accepted for use — City of New York Department of Buildings-MEA35-93-E. t TrueAlarm analog sensing is protected by US patent numbers 5,155,468 and 5,173,683. tt TrueAlarm analog sensing is communicated via MAPNET II addressable —' communications. MAPNET II addressable communications are protected undej US patent number 4,796,025. TrueAlarm DUCT HOUSING INTRODUCTION: Simplex TrueAlarm air duct smoke sensor housings detect the presence of smoke in air conditioning or ventilating ducts. Sampling tubes are installed into the duct and air is directed to a smoke sensor mounted in the housing. These duct housings provide the high reliability performance of TrueAlarm analog sensing featuring: programmable sensitivity, consistent accuracy, environmental compensation, status testing, and monitoring of sensor dirt accumulation. TrueAlarm sensors communicate via Simplex MAPNET II transmission technique requiring only two wires for both communications and sensor power. For applications requiring control relay operation, two additional wires are required to supply 24 VDC. The relay of the 4098-9706 can be programmed to track the local sensor's operation or can be independently controlled by the fire alarm control panel to perform fire response actions such as fan shutdown and damper control. An optional AC power module, 2098-9747, is available for applications where the detector relay functions are supplementary only. TrueAlarm duct sensor housings require a 4098-9701 photoelectric smoke sensor, a matching detector baffle, and a correct length sampling tube (see selection charts on page 3). NOTE: Smoke detection in air ducts is intended to notify of the presence of smoke in the duct. It is not intended to, and will not, replace smoke detection requirements for open areas or other non -duct applications. O 1996 Simplex Time Recorder Co. S4098-0011-1 8-96 APPLICATIONS: PREFERRED IN -DUCT SENSOR LOCATIONS: 1. A minimum of six duct widths downstream from bends or inlets to avoid air turbulence. 2. On the downstream side of filters to detect fires in the filters. 3. In return ducts, ahead of mixing areas. 4. Upstream of air humidifier and cooling coils. 5. With accessibility for test and service. 6. For additional information, refer to NFPA 90A, Standard for the Installation of Air Conditioning and Ventilating Systems. EXHAUST SENSOR DAMPER (O.K.) EXHAUST RETURN + AIR DO NOT LOCATE SENSOR HERE i RETURN AIR DAMPER i FRESH 1 i UPPLY AIR p AIR N i xx 11 NOT LOCATE FILTER SENSOR SENSOR HERE BANK (O.K.) LOCATIONS TO AVOID: 1. Where dampers closed for comfort control would interfere with airflow. 2. Next to outside air inlets (unless the intent is to monitor smoke entry from that area). 3. In return air damper branch ducts and mixing areas where airflow may be restricted. BEND OR OTHER OBSTRUCTION 1- 6 DUCT WIDTHS MINIMUM RETURN AIR y INLET///���► I � ; DUCT WIDTHS MINIMUM TrueAlarm DUCT SENSOR LOCATION REFERENCE REMOTE INDICATOR OPTIONS: 2098-9806, Remote Test Station, provides a remote red LED status indicator and a remote test key activated switch mounted on a single gang stainless steel plate. The LED will pulse to indicate normal operation of the in -duct sensor and will energize continuously when the sensor is in alarm or is in trouble. (The exact status of the sensor will be displayed at the fire alarm control panel.) Turning the test switch to "TEST" will initiate an alarm and allow the resulting system responses to be verified. 2098-9808, Remote Alarm Indicator, provides a remote red LED status indicator mounted on a single gang stainless steel plate. LED operation is the same as for the 2098-9806. MOUNTING: Remote status indicators mount in standard single - gang boxes, 2"W x YH with a minimum depth of 2" (51 mm W x 76 mm H x 51 mm D), supplied by installer. i 2098-9806 REMOTE TE9T TEST NORM O STATION j es N i 2098-9808 PLARM O O REMOTE ALARM INDICATOR o I S4098-0011-1 E 08-96 page 2 of 4 SENSOR HOUSING SELECTION CHART PRODUCT DESCRIPTION COMPATIBILITY IDENTIFICATION 4098-9706 Sensor Housing with Relay Simplex 4020, 4100, 4120, and 2120 CDT Output Series Products Configured for TrueAlarm Analog Sensing, Requires 4098-9701 Sensor Housing 4098-9707 (no relay) Sensor Head and 4098-9820 Baffle 4098-9701 Photoelectric Sensor Head Ordered separately, required for either 4098-9706 or 4098-9707 4098-9820 Baffle 2098-9747* AC Power Adapter 4098-9706 2098-9806 Remote Test Station 4098-9706 4098-9707 2098-9808 Remote Alarm Indicator * When the 2098-9747 Power Adapter is used, the only tunction that can be pertormed from the sensor housing is supplementary. OVERALL DUCT WIDTH TUBE REQUIRED SUGGESTED CUT LENGTH 12 2098-9796 1/2 in. (12.7 mm) Longer Than (305 mm) Duct Width 13" to 23 " 2098-9804 1/2 in. (12.7 mm) Longer Than (330 mm to 584 mm) Duct Width 24" to 46" 2098-9797 2 in. (51 mm) Longer Than Duct (610 mm to 1168 mm) Width 46" to 71" 2098-9798 2 in. (51 mm) Longer Than Duct (1168 mm to 1803 mm) Width 71" to 95" 2098-9799 2 in. (51 mm) Longer Than Duct (1803 mm to 2413 mm) Width DUCT HOUSING INSTALLATION NOTES: 1. For detailed installation information, refer to Simplex publication PER-21-038. Smoke Sensor Field Wiring can be found on Simplex wiring diagram 841-804. 2. Refer to NFPA Standard 72, the National Fire Alarm Code, NFPA 90A, Installation of Air Conditioning and Ventilating Systems, and Simplex data sheet S2098-0038, Air Duct Smoke Detection, General Information, for guidelines to consider during placement and installation of these duct sensor housings. S4098-0011-1 E 08-96 page 3 of 4 DIMENSIONS: 12 18" (327 mrr 3: (86 SAMPLING TUBE GUIDES EXTEND NTO THE DUCT) MAINTENANCE: The National Fire Alarm Code, NFPA 72, Chapter 7, Table 7-2.2, Test Methods, states "Air duct detectors shall be tested or inspected to ensure that the device will sample the air stream. The test shall be made in accordance with the manufacturer's instructions." The following is a partial maintenance list to follow for Duct sensor locations : 1. Periodically check duct sensor locations to ensure proper air flow and to verify integrity to the standards of the installation instructions. 2. Sensor air entry areas should be vacuumed on a six month basis or as required (sensor dirt accumulation is monitored by the fire alarm control panel). 3. Additional considerations are contained in Installation Instructions PER-21-038. S4098-0011-1 E 08-96 page 4 of 4 Gardner, Massachusetts 01441-0001 U. S. A. simpI=X Offices and Representatives Throughout the World Please visit our homepage "http://www.simplexnet.com". All specifications and other information shown were current as of printing and are subject to change without notice. S Simplex Fire Alarm System Accessories UL Listed Electromagnetic Door Holders for Flush, Semi -Flush, or Surface Mount Electromagnetic door holders with wall mount models available for: • Flush mount for low profile applications • Semi -flush mount for shallow box applications • Surface mount Low current, multi -voltage design reduces power supply and battery demands: • Operates with 24 VDC, 24 VAC, or 120 VAC • Current requirement is 15 mA at rated voltage Internal full wave rectifier allows AC or DC operation and provides switching transient suppression Low residual magnetism allows easy door release for compatibility with low pressure door closers Quick and easy installation: • Self-adjusting swivel catch -plate has two pivot points to adjust to door alignment changes • Adhesive mounting templates assure alignment Holding force is 25 Ibs minimum Optional accessories: • Extension rods of I" or 3" • Back plate for reinforced door mounting pccrin inn Door holders are normally energized to provide door holding with a minimum force of 25 Ibs. In the event of a fire, the fire alarm control panel or other compatible control means will release the magnet allowing the door to close to prevent the spread of smoke. Doors may be manually opened when the door holder is energized. Semi -Flush Mount Door Holder Magnet and Catch Plate (shown with screw hole caps in place) _„peci ica ions' Mechanical Specifications Material Durable die-cast metal Finish Double chrome plated, decorative surfaces are textured Three position terminal block with provisions Wiring Connections for in/out wiring (common, low voltage, high voltage) Ground Connection # 18 AWG wire lead, 9" minimum Electrical Specifications Input Voltage Terminals Current 24 VDC C & L 24 VAC 15 mA 120 VAC C & H 0 1999 Simplex Time Recorder Co. All rights reserved. S2088-0013 2/99 Product a ection Door Holders, Voltage Selectable as 24 VDC, 24 VAC, or 120 VAC Model Description Electrical Box Requirement 2088-9607 Flush mount, includes magnet, catch plate, Single gang box, 2 1/2" deep minimum (supplied cover, and 3" (76 mm) chrome extension rod by others) Semi -flush mount, includes semi -flush magnet Single gang box, 2" deep minimum (supplied by 2088-9608 and cover assembly, catch plate, and screw others) hole caps Surface mount, includes semi -flush magnet Surface mount box is supplied with door holder, 2088-9609 and cover assembly, catch plate, and dimensions: 4 5/8" H x 2 3/4" W x 2 1/8" D matching electrical box (117 mm x 70 mm x 54 mm) Optional Door Holders Accessories Model Description 2088-9680 Back plate for reinforcing catch plate, mounts on opposite side of door 2088-9681 Catch plate extender rod, 1" (25.4 mm) long 2088-9682 Catch plate extender rod, 3" (76 mm) long (supplied with 2088-9607) ,, Semi -Flush oun, an s - , Surface..Mount Magnet Dimensions .,- �2 3/4" (70 mm) 3 5/16" 4 5/8" (84 mm) (117 mm) 8 _CD Semi -Flush and Surface Mount Front View 1" (25 mm) 1 1/8" (29 mm) Semi -Flush Side View 1" (25 mm) 2 1/8" (54 mm) 4 5/8" (117 mm) Surface Mount Side View (conduit entries are supplied on top, bottom, and back) Simplex Time Recorder Co. 2 S2088-0013 2/99 12088-9607 Flush Mount:Magnet imensions �2 3/4" (70 mm) 3 5/16" O 4 5/8" (84 mm) (117 mm) Flush Mount Front View -1 15/16" (49 mm) Flush Mount Side View a c Plate Dimensions. (supplied -with eac impgnet assem y 2" (51 mm) Pivot swi �2" (51 mm) Screw holes 2 1/2" 1 3/4" (64 mm) (44 mm) 3all swivel Threaded rod extensions insert here Simplex Time Recorder Co. 3 S2088-0013 2/99 ptona ac ate. �2 3/8" 3/16" (60 mm) �(5 mm) 7/8" (22 mm) 1 3/4" (44 mm) 3/4" (19 mm) Simplex and the Simplex Iota tire re,¢isiered trudemarks of Simplex Time Recorder Co. in the II.S. andlor other countries. S2088-0013 2/99 Gardner, Massachusetts 01441-0001 USA O,Sim lex visit us on the world wide web at www.simplexnet.com All specifications and other information shown were current as of printing and are subject to change without notice. [�088-9680 OptionalBack—Pate �2 3/8" �J 3/16" (60 mm) �(5 mm) 7/8" (22 mm) �— 1 3/4" (44 mm) 3/4" (19 mm) Simplex and the Simplex logo are registered trademarks ot'Simplex Time Recorder Co. in the U.S, and/or other countries. S2088-0013 2/99 Gardner, Massachusetts 01441-0001 USA O.Si ■ i ex visit us on the world wide web at www.simplexnet.com All specifications and other information shown were current as of printing and are subject to change without notice. S.Simplex U L U LC* Listed FM Approved Fire Alarm Systems Communicating Devices 2190-9172 Individual Addressable Module (IAM) FEATURES: • MAPNET II° Provides both Communications and Power using One Twisted, Shielded Wire Pair • Style B Supervised Monitoring of Normally Open Dry Contacts • Selectable Latching Operation for Momentary Contacts up to 400 Ft. • Integral End -of -Line Resistor • Single Gang Box Mounting SPECIFICATIONS: MAPNET II Input ................... 24 to 40 VDC with Data MAPNET II Loading Factor ................................. x 1.5 (maximum of 85 per channel)" Address Means ............................Dip Switch, SW 1-7 Latching Operation Select ............... Dip Switch, SW 8 Input/Output Connections....... Wire Leads, #18 AWG Dimensions ....................2 3/8" L x 1 5/16" W x 1 /2" D (60 mm x 33 mm x 13 mm) Input Requirements...... Normally Open, Dry Contacts Temperature.......................................32' F to 120' F 0°Cto49'C Humidity...................................85% Non -Condensing @86° F, 39° C ' ULC listed model is 2190-9172C. " When multiple types of devices are on the same MAPNET II channel, consider the 2190-9172 as 1.5 devices for determining channel loading. ® 1996 Simplex Time Recorder Co. 2190-9172 SUPERVISED IAM (full size) DESCRIPTION: The 2190-9172 is an individually addressable module that has both its power and its communications supplied by a two wire MAPNET Ill circuit. It provides location specific addressability to a single initiating device or multiple devices by monitoring normally open, dry contacts. Closure of the monitored contacts initiates an alarm. An open in the initiating circuitry wiring will cause a trouble to be reported at the Fire Alarm Control Panel. If the initiating device contacts are momentary, such as from a rate -of rise heat detector, enabling the latch feature allows the IAM to latch the alarm condition until the system is reset. For applications where the contact closure latches, or if its condition needs to be tracked at the control panel, non -latching operation may be enabled. t MAPNET is protected by U.S. Patent No. 4,796,025. S2190-0018-2E 08-96 page 1 of 2 + RED MAPNETII CONNECTION BLACK TYPICAL WIRING DIAGRAM MONITOR + (YELLOW) 2190-9172 SUPERVISED [AM MONITOR - (GRAY) BROWN BROWN INTERNAL END -OF -LINE RESISTOR TYPICAL INITIATING DEVICES MAXIMUM DISTANCE FROM END -OF -LINE RESISTOR TO MONITOR WIRES IS 400 FT. For detailed installation information, refer to Simplex publication PER-21-025 (574-675). ALTERNATE END -OF -LINE RESISTOR LOCATION (100kQ , 1/2W) COMPATIBLE SIMPLEX FIRE ALARM CONTROL PANELS REFER TO SIMPLEX DATA SHEET 4100 S4100-0013, and S4100-0002 4100 Universal Transponder (U.T.) S4100-0006 4100 MINIPLEX° Transponder S4100-0015 4020 S4020-0001 4120 Network Nodes (with MAPNET II Capabilities) S4120-0001 S2190-0018-2E 08-96 page 2 of 2 Gardner, Massachusetts 01441-0001 U. S. A. 11 simplenc Offices and Representatives Throughout the World Please visit our homepage "http://www.simplexnet.com". All specifications and other information shown were current as of printing and are subject to change without notice 1 Central Fla.Regional Hospital Battery Standby Calculations 8/31 /99 :ITEM:::::QT1(:::::::::::PtD:::::::::::::::::DESCRIPT-::::::::::STIkRtDBY::::::�4Li0.ftltll:::::::::::::::STiANDB'Y::::::::::ALi0.f per unit ' per.:uxtit ::.:..:.Tr�taF ota�: A 1 4100-7003 Master Controller 0.292 B 0 4100-5004 8 Zone Initiatiion Board 0.075 C 1 4100-4321 6 Ckt. Signal Module 0.025 D 5 4100-0110 Mapnet Module 0.470 E 0 4100-0111 Mapnet Isolator Mod 0.050 E 0 4100-0210 Single Chan. Audio 0.185 G 0 4100-0301 64/64 Sw./LED Mod. 0.015 H 1 4100-0304 Remote Unit Interface 0.085 1 1 4100-3003 8 Ckt. Control Module 0.025 J 5 4100-0302 24 Point 1/0 Board 0.034 K 0 4100-0204 Microphone Enclosure 0.003 L 0 4100-0113 RS-232 Module 0.132 M 0 4100-0410 Remote Mic. Enclosure 0.003 N 0 4100-8019 Mini Plex Transponder 0.025 O 0 4100-0139 Dial Up Modem 0.050 P 0 4100-0153 DACT 0.035 Q Full Alarm Signal Load C TOTAL DRAW Amps Standby for 4 Hrs. Amps Alarm for 5 Min. Amps 0.292 0.195 0.070 0.490 0.050 0.185 0.260 0.085 0.280 0.075 0.007 0.132 0.007 0.025 0.050 0.050 Total Battery in Amps Required 4 Hrs. The smoke detector draw is included in the panel calculation Total Batteries Supplied Prepared by r Simplex Time Recorder 0.292 0.000 0.025 2.350 0.000 0.000 0.000 0.085 0.025 0.170 0.000 0.000 0.000 0.000 0.000 0.000 2.947 11.788 1.642368 13.430368 33AH 0.292 0.000 0.070 2.450 0.000 0.000 0.000 0.085 0.280 0.375 0.000 0.000 0.000 0.000 0.000 0.000 i1:*1111k 19.552 01999 Simplex Time Recorder Co. All rights reserved. Printed in USA MC12-16-004 0999 1-800-SIMPLEX CITY OF SANFORD PLUMBING APPLICATION/ PERMIT NO. (50 —/ 0 DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING PLUMBING: OWNER'S NAME: &A�( Fl. j4emd ADDRESS OF JOB: /yO/ A)- 5:21oll we—, k-01 PLUMBING CONTRACTOR ",5' C.-RES.-NON-RES. Subject to rules and regulations of Sanford Plumbing Code By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. t�„ C Ap cant Signature 0�-'c 0;2�3 State License# CIITY OF SANFORD ELECTRICAL APPLICATION PERMIT NO. l 6 aa` DATE: 6 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME: CEAJ rA64-- iO.yAi_ //� Sew e'7�9Z� ADDRESS OF JOB: 1401 W- 9,e u l NO LE 23 1- ELECTRICAL CONTRACTOR 61 1 EtCickal RES NON-RES Subject to rules and regulations of the city electrical code: Number Amount New Residential Amp, Service New Commercial Amp, SeQice ZOO ±,Cop"rLA service, Alteration, Addition, Re ai Change of Service Residential Commercial Mobile Home Other Description of Work Application Fee $10.00/D.00 Total Inn. By signing this application I am stating I am in compliance with the City Electrical Code Applicant's Signature States License# r CITY OFS,ANFORD ELECTRICAL APPLICATION PERMIT NO. q�,r/ 221 `T K DATE: THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: �if4 m G,'�//F C /d lgeo /fl -c ram/ OWNER'S NAME: ee-0-terms./ /Ck, ReOz /�OS4ir1�Q 1 ADDRESS OF JOB: /y 0/ w J e ✓lg i K o l 8/ v ELECTRICAL CONTRACTOR:�RES NON-RES Subject to rules and regulations of the city electrical code: Number Amount New Residential Amp. Service New Commercial Amp. ervice Alteration, Addition, Re air Change of Service Residential Commercial Mobile Home Other Description of Work Application Fee Total By signing this application I am stating I am in compliance with the City Electrical Code Applicant s Signature States License# FRO'1 : Pan American ElEctric Inc PHONE NO. : 615 2426336 221 Aug. 23 1999 02:27PN P2 August 23, 1999 VIA FACSIMELE 'lt RANSMSSION City of Santbrd RO Box 1778 Sanford, FL 32772 To Whom 1t May Concern: I, Michael W. Campbell, license holder far Parr American Electric, Inc... do hereby authorize Ken Harley to pull permits on my behalf as respects to projects we wi11 be doing at the Community Hospital. CceiL,r-Q.-4 f/ordc, Michael W. Campbell rA �.' MM Al License Number: EQ 001269 Subscribed and swam to this 23. day of Aug= , 1999- i z My Commission Expires __23MAR _ My COMMisisan Expires LIAR. 23, FLORIDA OPERATIONS CORPORATE HEADQUARTERS TEXAS OPERATIONS 1513 WIF AVENUE 1300 FORT NEGLEY BOULEVARD 1214 EXECUTIVE pRIVE. WEST ORLANDO, FL 521324 NASHVILLF, TN 37203 RICHARDSON. TX'7509+ (407) 448-3300 • FAX (407) 438.3a06 A.p. gOX afl786 (3720a-p7pg) (872) 234-16U8 • FAX (972) 234-1G51 (616) 242-6336 4 FAX (615) 258-61 55 Website AddrosS http_1/www.pao•mccom r CITY OF SANFORD. FLORIDA Bt,6,:55j Jt,?;, T 40�_ 99 - 32 SZ I l PERMIT NO. qq::: �— DATE, at THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME Cfn at EA _ Re 2-�Qna I I ADDRESS OF JOB_ �� �'Erit�.wt E ��✓�� . ELEC. CONTR -r� - C4 1A F-iCOY' Residential—Non-residential— Subjeet fo rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair 0 aa Change f Service Residential Commercial Mobile Home Factor Built fiousin New Residential 0-100 Amp Service 101-200 Am Service 201 Amp and above New Commercial Amp Service Application Fee I 10 I' I� TOTAL II Q Cb By signing this application I am stating 1 will be in compliance with the NEC including Article 110. Section 110-9 and 110 10, Building Official Matter Electrician STATE COMPETENCY NO.F� CITY OF SANFORD, FLORIDA oc- PERMIT NO. V DATE [L, Zo-- I I THE UNDERSIGNED HEREBY /APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHAPf'ICAL EQUIPMENT: OWNER'S NAME f l�f'C� ( %L•QC'�j� �l ADDRESS OF JOB I lO._ ivc� .lnfor-c,• 1 ' J MECHANICAL CONTR. RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK APPLICATION FEE Master Mechanical COMPETENCY CARD NO. dk, October 20, 1999 ,pity of Sanford ' Building Department Seminole County, Florida 5401 benchmark lane sanford, florida 32773-6433 phone (407) 321-8100 fax (407) 323-7007 Re: Mechanical Permit — Central Florida Regional Hospital/Phase (2) Gentlemen: Please accept this letter as my authorization for Greg Broxton to apply for and pick up the Mechanical Permit on the above referenced Project, in my absence, as I am the undersigned state certified holder for Harper Mechanical Corporation. Very truly yours, v-/ `*"e,' Russell E. Moore Manager, Design/Build Services Mechanical License #CMCO42548 HARPER Since 1911 RM:cab STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 201h day of October, 1999 by Russell E. Moore, who is personally known to me and who did not take an oath. JUL", Terri L. Licking Notary Public, State Of Florida My commission expires: +` 0 IN Terri L Licking * *MY commission CC82 = 3►w R '` Fires May 21, 2003 CITY OF SANFORD, FLORIDA C O 'Co g - PERMIT NOJ= nO7-, DATE2�-� THE UNDERSIGNED HEREBtl APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAM �' i- L. Iv{�� ( d ADDRESS OF JOB Y `C�S� ,� !'�1�7.,�c�✓c� ,Z, MECHANICAL CONTR._.� Y RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK i Do ► m i>r I a it I (-) (--) . d am , O o v 0 UL Number AMOUNT QD coo FUEL MOTOR H.P. B.T.U. INPUT OUTPUT VALUATION APPLICATION FEE h TOTAL (v o0 Master Mechanical COMPETENCY CARD NO.� 0 HARPER since 1911 October 20, 1999 City of Sanford Building Department Seminole County, Florida 5401 benchmark lane sanford, florida 32773-6433 phone (407) 321-8100 fax (407) 323-7007 Re: Mechanical Permit — Central Florida Regional Hospital/Phase (3) Gentlemen: Please accept this letter as my authorization for Greg Broxton to apply for and pick up the Mechanical Permit on the above referenced Project, in my absence, as I am the undersigned state certified holder for Harper Mechanical Corporation. Very truly yours, Russell E. Moore Manager, Design/Build Services Mechanical License #CMCO42548 HARPER Since 1911 RM:cab STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 201h day of October, 1999 by Russell E. Moore, who is personally known to me and who did not take an oath. Terri L. Licking 'Notary Public, State Of Florida My commission expires: }u►"a Terri L Licking * *My Commission CC826000 �irM Expires May 21, 2003 G R E S H A M S M I T H A N D P A R T N E R S F L O R I D A Letter of Transmittal Date Tamara RiceJanuary GS&P Project No. 68057.00 26, 2000 To W.F. Culbertson, CBO Subject Central Florida Regional Hospital E.D. Addition & Renovation City of'Sanford Department of Community Development P.O. Box 1788 Sanford. FL 32772-1788 Sanford, FL 7� "J Attached Under Separate Cover Via USPS ❑ Prints Tracings/Plots Specifications �I Shop Drawings Copy of Letter I Samples z o 0 W O H Copies Date 1 Description o 0 ¢ 0 O � O WTM w O O K 0z QU Qa Q W H�K !r < < z 1/26/2000 Set 8 1/2" 11" Addendum #1-#4 of x changes x x u Approval Requested Additional Information: Copy file LJ Please Sign for Approval and Return By Signed �✓n?' Project Coordi r If there are any questions regarding the above information, please contact this office. 30 l'e,'--irs Of De i Jn. Sel-\7 Ices For t:he 13ui1t: I n\- ironnie nt: 712 South Oregon Avenue ♦ Tampa, Florida ♦ 33606 Phone: 81.3.201.6838 ♦ Fax: 818.281.8-580 Firm Cert. Nos. AAP000034 / EB0003806 Eli W4M GRESHAM, SMITH AND PARTNERS 712 South Oregon Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 2000 Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #1 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A2.1 Issue: 1. Added automatic doors AD 1.1713 and ED 1.01 B between vestibule and lobby. 2. Added pass through window w/ledge @ ED 1.53 Security (for Greeter). We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners Tamara Rice Project Coordinator cc: File encl: 8 1/2" x 11" Plan @ 1/8" Scale Architecture 0 Engineering 0 Interior Design • Planning • WAM ~" Firm Cert. No. AAP000034 / EB0003806 WWIGRESHAM, SMITH AND PARTNERS 712 South Oregon Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 2000 Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #1 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A2.1 Issue: 1. Added automatic doors ED 1.0513 at Vestibule ED 1.05. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners Tamara Rice Project Coordinator cc: File encl: 8 1/2" x 11" Plan @ 1/8" Scale Architecture • Engineering 0 Interior Design • Planning • Firm Cert. No. AAP000034 / EB0003806 CANOPY ABOVE a4 a 77 AMBULANCE ENTRANCE —3LSIM.) — — — �� — — — — — — A� / A7 C — — - — mr -- -- --- - -- 7-- 38 7 DECON. ED 1.04 I� VEST IBULE Ira ED L05 / ❑ XAM— 321826 ARID I EXAM— J \ IAC CARD IA D 1.06 M T ED 1.07 1N_:__ EXAM #1 _ ED 1.16 15160 O ` O4 7( — �P ❑ FECFF�—j 4 0389 706209 — 05 J 0389 706209 � NURSE 'ED1.17A STATION — 1826 ❑EXAM — — — — — tt2 — ED_1.20L--------- i ED 1.17 _. p3 321 06 J J a I D ICT. N EXAM #3 ED 1.21 1826 i 1 D 1.18 04 GRESHAM, SMITH AND PARTNERS 712 South Oregon Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 2000 Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No..- 68057.00 Re: Addendum #2 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A0.2 Issue: 1. Alcove RD 1.21 was moved to the East to eliminate the dead end passage in SC-1 leading from Corridor 1.16 to SC-14 (between Clean Storage CS 1.10 and Soiled Hold CS 1.13). 2. The doors at Alcove RD 1.21 and Corridor CS 1.16 were changed from double doors to double egress doors to change SC-1 from a suite. This allow the smoke compartment to exceed 10,000 square feet. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners Tamara Rice Project Coordinator cc: File encl: 8 1/2" x 11" Plan @ 1/8" Scale Architecture 0 Engineering 0 Interior Design Planning Firm Cert. No. AAP000034 / EB0003806 wU—uum ----------- — - FHC/ A.D.A. F E CLEAN STORAGE TOILET ... ......... . ....... .................... Q T-F IN RAO. F ASSAGE EXAM *5 IXAM- EXAM *6 IfA, A.D.A. I : PAT IENT f F9CROOM TOff STRETCHER/ EQUIP. ALCOVE TT I CAN. FE ----------- -- ........... �Q .. ............ E 0 0 JAN., FE FE SOILED OFFICE- ANTE HOLD. SUPV. ELECT. ISTORAGE IS91 4 T [ON OFF ICE b. TO ILET ----------- - @ RAO comm. OFFICE s ROOM ALCOVE STEREO ..................... CORRIDOR FE OD FHC/FE • ULTRA- ................ ............ ......... SOUND RADIOLOGY CORR IDOR CEI CO s c PASSAGE WAITING I @ ol l< M.R.I. CAST S.U. I EQUIP. FILE M.R.I. ............ CEP CONTROL R�CEPT - - ------- ----- - CORR IDCR . . . . ........... r=7 HOLDING DRESSING DRESSING: Ao' y . DIRECTOR C� P.A.T. EDUC. WORK/ F H C READ E�FE fOILET QD C. T. EXAM A M F A.D. TOIL( CONS OFF IC E.R. COORE Ef GRESHAM, SMITH AND PARTNERS jVr'A" 712 South Oregon Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 2000 Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #2 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A0.1 Issue: 1. Walls separating Communications Room RD 1.16 and File RD 1.17 changed to One Hour Hazardous. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners ik'�4'6&0 Tamara Rice Project Coordinator M. File encl: 8 1 /2" x 11" Plan @ 1 /8" Scale Architecture 0 Engineering 0 Interior Design 0 Planning ° Firm Cert. No. AAP000034 / EB0003806 El MA INT. D IR. I C O eDE] j ASST. II DIR. ; FE L 0 T IC ORR IDOC]_ O o = FE �I IIr O = FACP I '-7 �• II• II• II. 11•II•II. 11. 11• II.II` I1. 11• II. 11•I1.II.II• II. 11.II.II.II.I� I. ■ I ■ FH _ _.. T - nF _ nF ■ ■ i ....\ ti■■■■■smog ■■■■■on. I = I � O INS■ ■ ■ I D ■ F I I i ■ I : ■ NOUR. NURSE STATION -------------------------------- si oi�. I F)ISCHARGF WON` GRESHAM, 712 South Oregon SMITH AND PARTNERS Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 2000 Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #2 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A0.1 Issue: 1. Walls separating Women's Lockers and Corridor RD 1.18 from Maintenance changed to One Hour Hazardous. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners Tamara Rice Project Coordinator cc: File encl: 8 1/2" x 11" Plan @ 1/8" Scale Architecture 0 Engineering 0 Interior Design 0 Planning 0 Firm Cert. No. AAP000034 / EB0003806 A.D.A. PAT ENT F C / TO MT STRETCHER/ ET E EQUIP. ALCOVELP FE t8i O PASSAGE O . II•II•II•II•II I('1{{'fn •II VI.II .I, •ll.11. - O 1 ........... = E ANTE _ = EXAM- _ GE = ISO[ AT ION ............ �._-.., � _ _ � � CAST _ S.U. '� I _ � 1� _s �I / TOILET COMM. ROOM F ICE I. ■ ■ ■ ■ _•IL11•II.Iial.11.11FJ.la.[I'.Iae, It, 1•II.11. 1•I I•(I•II•I I•II•II•II•II. 11(11 L - . O - FHC/FE [soon ■as-mal■■■. .7_■■ _ O ■ WA IT ING O _ •II•II. 11•II•II•II•II•II.11•II•II•II•II.II•II•II.11.11•II•II•II.11 RECEPI M.R CON WMIN" GRESHAM, SMITH AND PARTNERS 712 South Oregon Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 2000 Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #2 Building Department Responses We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A0.1 Issue: 1. Door ED 1.50B was added to meet the 200 foot maximum exit distance from Central Sterile Storage. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners ?ILP Tamara Rice Project Coordinator cc: File . encl: 8 1/2" x 11" Plan @ 1/8" Scale Architecture 0 Engineering 0 Interior Design 0 Planning 0 Firm Cert. No. AAP000034 / EB0003806 ENDO. # 1 • 'arrr_rrre`.-a.a.rrrrre nnn •ii.ti•ii.n•rr.u.u.n.u�ir•�r.n?��•il•fl� . .11.11.11. 11•L•��.IHII.ILILILII.IhI1.I N11 WMIS' GRESHAM, SMITH AND PARTNERS 712 South Oregon Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 2000 Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #2 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A0.1 Issue: 1. All walls of Lounge CS 1.02 changed to Smoke Resistive to Deck. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners Tamara Rice Project Coordinator cc: File encl: 8 1/2" x 11" Plan @ 1/8" Scale Architecture 0 Engineering 0 Interior Design Planning • Firm Cert. No. AAP000034 / EB0003806 ..... .... .. . . ........... , C 0 R R6p�v a -111-a-2-111 m INS 0 EmsEL----- 4! ■ • UPS BATTERY 9 0 a 0 16 ■ D ICT. 2 ■ • LL- on. LOUNGE SCRI ■ ■ VEND ING cc EO F <Ell CORRIDOR V -71 O WA IT L I —I WWII'. GRESHAM, SMITH AND PARTNERS 712 South Oregon Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 2000 Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #2 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A0.2 Issue: 1. Provided a fire extinguisher cabinet in Corridor 1.16 at the Intensive Care Unit. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners UA,n� 4�� Tamara Rice Project Coordinator cc: File encl: 8 1/2" x 11" Plan @ 1/8" Scale Architecture 0 Engineering 0 Interior Design 0 Planning 0 Firm Cert. No. AAP000034 / EB0003806 a F .. : A PASSAGE 16 n ' FHC/rl 7 44" we ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ It: I Wria' GRESHAM, SMITH AND PARTNERS 712 South Oregon Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 20001 , Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #3 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A0.2 Issue: 1. Revised Waiting Room ED 1.02 to accommodate double egress doors. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners &'Owl-m Tamara Rice Project Coordinator M. File encl-. 8 1/2" x 11" Plan @ 1/8" Scale Architecture 0 Engineering 0 Interior Design 9 Planning 0 Firm Cert. No. AAP000034 / EB0003806 EXAM/ PASSAGE HOLD #1 a --r..._ C.U. WHLCR, ALCOVE EXAM/ I' HOLD #2 C\liI' PLAY AREA I' _ QD WA IT ING i 0 EXAM- PEDS I 199 I ■ ■ .NT D T I JAN. ` �` _� OFFICE - BED ■ ®I i f®■ COORD! r----.._................. ... ..._.. - _---- _ .. 0,� REG ISTRAT ION • ....... - - -- - M.R. I. i j,-L E O U I P. GRESHAM, SMITH AND PARTNERS 712 South Oregon Avenue Phone (813) 251-6838 Tampa, Florida 33606 Fax (813) 251-8580 January 26, 2000 1Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #3 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A0.2 Issue: 1. ICU double doors changed to double egress doors. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners Tamara Rice Project Coordinator cc: File encl: 8 1/2" x 11" Plan @ 1/8" Scale Architecture 0 Engineering 0 Interior Design 0 Planning 0 Firm Cert. No. AAP000034 / EB0003806 d' Qp 3 COC O �1 RRIDOR - � nn D O _ • � R I ---____.-. r;ON"r f'Li FHC/ M ❑I . M FE® , - 0 O I 0 � I _ I 8 4q" I I I I Letter of Transmittal G R E S H A M S M I T H A N D P A R T N E R S Date: 3/27/2000 GS&P Project No.: 68057.00/0.3 To: W.F. Bill Culberson, CBO Subject: Addendum #5 City of Sanford Depart. Of Community Central Florida Regional Hospital E.D. Addition & Development Renovation P.O. Box 1788 Sanford, FL Sanford, FL 32772-1788 407-945-5658 x Attached _Under Separate Cover Sent Via Prints Tracings/Plots Specifications Shop Drawings Samples Correspondence Copies Date Description w 0 o o > o F < o W 3w w i 0° 0z a 0 ar w� M QW a oo w w ° z <a 0 > � O w i a W.W ��� 0 1 3/24/2000 Addendum #5 changes x x _Approval Requested Please sign for approval and return by Additional Comments: Signed Tamara Rice/Project Coordinator Design Services For The Built Environment 300 S. Hyde Park Avenue, Suite 201 / Tampa, Florida 33606 / Phone 813.251-6838 / Fax 813.251-8580 / www.gspnet.com Firm's Florida Cert. Nos. AA P000034 / EB0003806 March 24, 2000 Building Department Responses Facility: Central Florida Regional Hospital Project: E.D. Addition & Renovation Addendum #: GSP No.: 68057.00 Re: Addendum #5 We are transmitting herewith architectural addendum changes. ARCHITECTURAL Sheet A2.1 Issue: 1. Delete Darkroom RD. 2. Relocate sink in MRI RD1.01 to MRI Control RD 1.02. 3. Add Room UPS Closet AD 1.11A. We trust that our responses will meet with your approval, please contact us should you have any questions. Sincerely, Gresham, Smith and Partners Tamara Rice Project Coordinator cc: File encl: 8 1/2" x 11" Plan @ 1/8" Scale Architecture • Engineering • Interior Design 0 Planning 0 Firm Cert. No. AAP000034 / EB0003806 EXAM #3 ED 1.18 oa I 1.30 MM. LLP RD1.13A A I� RDjjj .13II ASSAGE XAM- D 1.30 GYN. o E� T31 CD1. � M. LLP —� � � m FHC/ FE 1.30 MM. LLP I 0 PB - FEQ v a FEQ a^�p w EXAM - ELECT. STORAGE I I�OLL T ION ED 1.42 ED 1.41 f EID 1.f3 14 A A CD 7-179-t" r� TAT ENT� OILET I tD FEC IJ IE END 1.3� I �y I / P.B�X• OFF ICE— AD 1.10❑ BED m / PANEM�,E C 9AD1.08 PB REG ISTRAT ION I /' / / / L AD 1.08 00 : ❑ 1.1 AD1.11AA ❑ �J M.R I.L S. U. tot I , �C' UPS CLOSE m❑ J LOUNGE I/// /� ❑ AD 1.11A AD 1.11 L eI ®I — El_ AD1.11AB® — Lrr L .AD1.11 ¢ L - N a is ❑ I �D.A❑ ❑.A.� A 1. DN1.O3L. TOILET TOILET D 1,12\ 1.1 LOCKERS ' ❑ L IIII 55 AD 1.14 L h 1.02 MM. LLP I� 4 STER. STO. _ I) J �O ¢ is M.R. I, I' SCOPE 5El RD 1.01 I CONS. ���, �� 07 WASH 02 ED 1.48 ❑ ❑ SP 1.03 Ih — 2 CD BRONCH L/ ❑ FLOURO. LSPI.O3A SP 1.01 SCOPE ...' ICORR IDOR ED 1.50 FHci FF CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 1401 W. Seauir�ole Blvd., San' ford, Fl. 32771 PERMIT NUMBER u`✓� Total Contract Price of Job $83,700.00; Total Sq. Ft. 18700 Describe Work New fiasplfttP Roof N Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER q 5 6 n �f'7 •" BdbC7 OWNER Columbia/RCS PHONE NUMBER .ADDRESS One Park Plaza. CITY Nashville, STATE TN ZIP 37202 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY STATE ZIP ARCHITECT 1' ADDRESS CITY STATE ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR CEI FLORIDA, INC. PHONE NUMBER 407-668-0154 ADDRESS PO $om 1600 ST. LICENSE NUMBER CC CO2 47 CITY DeBary, FL 32713-1 00 STATE FL ZIP 32713-1 00 Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEE14 ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. * Q H ro a� U b O �4 - - i a a 0 C a 3 O E r. Application Approved BY: Date: Z C? FEES: Building �� "— Radon Police Fire � H Open Space Road Impact Ap lication _10— N rl i0 w c o PERMIT VALIDATION: CHECK ' u o ro m o 1 o m 04 ORIGINAL (BUILDING) YELLOW (CUSTOMER) i Z a H **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE ********************************************* * ********* ** ** ***************** �3 ro Z m N a o n Signature of Owner/Agent & Date Signature of Contractor & Date o a1<_ Ronald E. �°:��r�tir. H H � En Type or Print Owner/Agent Name Typ r Print Contractor's Name d x 0J O ^ E ro o n Signature of Notary & Date Signa re of Notary Date (Official Seal) (Official Seal) rt CASH DATE BY PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) TO FROM: FIX t WEHR CONSTRUCTORS, INC. GENERAL CONTRACTORS ADDRESS CORRESPONDENCE TO: MAIN OFFICE P.O. BOX 32185 LOUISVILLE, KENTUCKY 40232 TELEPHONE: (502) 491.9250 FLORIDA OFFICE 917 SOUTH PARS?NS AVENUE BRANDON. FLORIDA 33511 FAX: (813) 653-2249 TELEPHONE: (813) 654.6558 CGC 034137 MEMORANDUM MARK WINBURN PETE SMULCHESKI MARY BETH FABIAN C.A. Berry, Jr. C.A. Berry, III D.R. Berry E.M. Berry C.J. Sullivan J.M. Ashcraft D.I. Eldridge J.F. Gav x C.J. Pace L.F. Ritz M.J. Simpson S.B. Smith P.T. Talbott R.R. Buoremaa J.D. Zupko I i N0V 1 5 1999 C E I Fi_0I?Ikn- A TRI-CITY ELECTRIC HARPER MECHANICAL CEI FLORIDA, INC. DAVID BRADENBAUGH, PROJECT SUPERINTENDENTP OCTOBER 15, 1999 RE: CENTRAL FLORIDA REGIONAL HOSPITAL WEER HAS RECEIVED THE PERMIT FOR PHASE 2 & 3. PLEASE APPLY FOR YOUR PERMITS NO LATER THAN 10-19-99. WEHRS MASTER PERMIT # IS 00-126. IF YOU HAVE ANY QUESTIONS PLEASE CALL. Cc: central 99-081 DB August 20, 1999 TO: Central Florida Regional Hospital 1401 West Seminole Boulevard Sanford Florida, 32771 Attn: Steve Cantwell FAX: 302-7300 Director of Plant Operations HAND DELIVERY FROM: City of Sanford Engineering and planning P.O. Box 1788 Sanford, Florida Christopher O. Smith Engineering Assistant Fax# 330-5679 RE: Notice of City Code Violation Non -Permitted Site Development Activities You are hereby notified that you are in violation of the City Code for Non -Permitted Site Development Activities, and notified to stop work immediately. The activities which are occurring on site require an approved Site Development Permit from the City of Sanford. If the permit is not approved, conditions for remediation will be in effect and shall commence immediately, as per section 4.2 (B), of the City of Sanford Land Development Regulations. As per our discussions, you will need to meet with Mr. Russ Gibson, Land Development Coordinator @ 330-5669, on Monday 8/23/99, for further instructions on how to proceed with future developments at your site. Failure to follow the Cities Code could result in fines and/or double permitting cost - as well as remediation costs. We look forward in working with you in developing your site in accordance with all State and Local requirements. If there are any questions, please contact Chris Smith @ 330-5674 C. file City Manager Code Enforcement Mike Crumpton DEPARTMENT OF ENGINEERING AND PLANNING CHRIS SMITH (407) 330-5674 FAX: 330-5679 C:\MYFILES\MISC\l401 SEMINOLEVIOLATION.WPD 1-HIS IN1 RUMENT PRKED kS CEPAY ; NAME �4J t C Notice of Commencement County of Seminole Permit No. �4?—T-361W Tax Folio No.(PID ICl 3o S�G �tl'7 oOpD lil� The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statues, the following informatiom is provided in this Notice of Commencement. C,J DESCRIPTION O P OPERTY (i(al descri tion of he pro a and street address) '� CD anC. S a_: Igo l w Fm rl vD — An �"JAKP NT CDN OFROVErGENE D rn x YAn _ r7 _J J, o OWNER fNFORMAT_ Name and address tlrr,a11cl Interest in property(Fee Simple, Partne'rsh NAME AND ADDRESS ►NTRACTOR me and addre: SURETY(BONDING C Name and Address A E SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) __)p s Aq��10_11N-11_4� .r tiD cr) Amount of Bond rn LENDER Name and address Y .................................................................................................................................................................................... Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as pro w d by Section 713.13(1Xa)7. Florida Statues: t:Q cn cn rri Name and address .a n ................................................... .......................................................:.......................... .......... ''I t� Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a diffe ate . specified.) -o c �a- T gn ure of Owners ^ -� —� zf Sworn to and subscribed before me this�Day of e� 19 7� ..o�y, Esta L Orseno *my Commission CC702798 My Commission Expires:_ '�oF.,z Expires January 23 2002 ary Public The f�or�e�going instrument was acknowledge before me this19day of 19� by YW (name of person acknowledge), who is personally known to me or who has produced (type of identification) as identification and who did/did not take an cavil IFIED COPY MARYANNE a CLERK OF CIRU INO F_)VIDA �. 91Q99 EPUTY CLER Central fl r-ida-R�g or�aI T-T -- A Part of Central Florida Healthcare System Stephen Cantwell (Steve) Director of Plant OPeratint 1401 West Seminole Boulevard 3anrord, rlorida 32771 407/321.4500 ext.-%lk6 Fax 407/321-5398 w® i 0D CITY OF SANFORD ELECTRICAL APPLICATION �,r1 - .3 �� DFAMI'T NCl l_JlJ 1)ATF.! THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL W �1/c•J� _cL; �1%� OWNER ADDRESS OFVOB: 0401 W- ELECTRICAL Subject to rulesAnd regulations of the city electrical code: By signing this application I am stating I am in compliancewiththe City Electrical Code Applicant's Signature .Ere agool it States License# ATY OF SANFORD FIRE DEPARTME]" FEES FOR SERVICES �- PHONE #: 407-302-1091 • FAX #: 407-330-5677 DATE: :3 PERMIT #: BUSINESS NAME: F 12 ADDRESS: + L_I _1,JSUM rk.►e)(,L- . 01D PHONE NUMBER: (46-7) Ci - 3 CONST. INSP. ❑ C. OF O. INSP. ❑ PLANS REVIEW TENT PERMIT ❑ BURN PERMIT ❑ REINSPECTION ❑ TANK PERMIT ❑ FA 2 FS ❑ OTHER ❑ D 6c) ®� AMOUNT $ Y-16 do -AQ Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment•muA be made to Sanford Fire 41'1� ( 7tw"rbW6 Sanford I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. \��& : -Q Applicants Signature MEMORANDUM Sanford Fire Department Fire Prevention Division TO: File — 1401 W. Seminole Blvd. Nj Mark Roman, AIA Gresham Smith & Partners (813) 251-6838 (813) 251-8580 FAX i FROM: B. T. Wright, Fire Protection Inspector SUBJ: Fire Alarm plans DATE: March 20, 2000 A plans review request re: the above has been rejected. Please provide the following: • Clarification of applicant name: the plans show Simplex; the City permit application says Seminole Safety Systems; • Electrical engineering verification of the submitted "shop" drawings in compliance with the engineered design documents; • Verification, by the engineer of record or AHCA, of compliance with additional AHCA requirements. To: City of Sanford Fire Alarm Plans Div. From: Bill Bortfeld, P.E. Simplex Co. 4/ 13/00 This letter is to certify that Seminole Safety Systems Inc. is authorized to use the Simplex Shop Drawings for the Central Florida Regional Hospital project in the City of Sanford. They may use these drawings for the purposes of permitting and installing the fire alarm system at the above location. Mark Roman, the Architect of record with Gresham Smith and Partners states that the shop drawings have been approved by his firm. He further states his drawings have been approved by AHCA. The scale on the shop Drawings is 1/10" = V Signed, William Bortfeld ct °.^ Ellen L Harris ,} My Commission CC862666 Expires August 16, 2003 � —alocj' '10 d Adv-0689 7 _ 1 MEMORANDUM Sanford Fire Department Fire Prevention Division DATE: April 17, 2000 TO: File FROM: H. A. "Pete" Tucker, Fire Inspector SUBJECT: Alarm Plans for CFRH 1401 W. Seminole Blvd. As per conversation with Rick Tournour(407- 830-5330) of Seminole Safety Systems, and waiting verbal confirmation from Mark Roman, alarm plans are approved this date. y.the ) . " i. 11 A S CITY�OF`SANFT:APPLICATION, s a Permit Number, 03 — Date: -� �� 2— The undersigned hereby applies for a permit to install the following electrical: Owner's Name:G" Address of Job: f�i<4/ � rnik��C OI�J�, S�J Fl R-21 i Electrical Contractor:'r��°��! tic Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential) wt c 3.i O R `5 t Z , ► ce v'V• Zc l =' New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. Description of Work: Application Fee: $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applic;a 's Sig re C o 0-0 t-z icC State License Number S PAWN AMERICAN ELECTRIC INCv Contractors & Engineers November 12, 2002 City of Sanford P. O. Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: I, Michael W. Campbell, license holder for Pan American Electric, Inc., do hereby authorize Kenneth Groff to pull permits on my behalf with regard to the project Pan American Electric, Inc. will be managing at Central Florida Regional Hospital. Michael W. Campbell Subscribed and sworn to me this 12TH day of 14g��;ssr Notary Public. c - + . a NOTARY ov ° PUBLIC a a AT a SSooa LARGE ° a �_ ON C vN\ �. idly Commission r6 �,}w i7 2�tf EC0001269 License Number NOVEMBER , 2002. 1300 FORT NEGLEY BOULEVARD NASHVILLE, TN 37203 P.O. BOX 40786 (37204-0786) 615-242-6336 FAX: 615-256-6155 WEBSITEADDRESS: http://www.pae-inc.com An Integrated Electrical Services Company CITY OF SANFORD PERMIT APPLICATION •'0 2 Permit No.: r', Date: 9 Job Address:1401 West Seminole Blvd. Samford, FL 32771 Peel No.: (Attach Proof of Ownership & Legal Description) S e e Back -Description of Work: 'Renovation of Operating _Rooms I &_2 Type of Construction: Renovation Flood Zone: Valuation of Work: SJ_js044bb, Co Occupancy Type: Residential X Commercial _ Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner.HCA Healthcare, Inc (Owners ContarL -`R1and Eng) Address: One Park Plaza, Bldg 2, 3rd Floor East. City: Na ahvi 1 1 e State: IN Zip: 37203 Phone No.: 407-321-4500 ex. 5720 Fax - - Contractor. Address 8529 SQutb Park Circle, Suite 140 City: Orlando State: FL Zip: 32819 State License No.: 66(10 D_p� �t� Phone No.: 407-370-0100 Fax No_: 407-370-0166 Contact Person: Larry Grubb Phone No-: 407-370-0100 Title Holder (If other than Owner): Address: Bonding Company: LOckton Companies Address:444 W. 47th Street #900 Kansas City, MO 64112-1906 Mortgage Lender. Address: Architect: Phone No.: Address: Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORD, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NTOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. C,--,(- lo/tD(o'L 9-23-02 'Signature of Owner/Agent Date Signature of Contractor/Agent Date 614 Cl 9-k Michael G. Bartlett Print Owner/Agent's Name Print C ntractor/A ent's Name o ro�o� i _ s Si a e of Notary -State of Florida ate ign e of Notary -State of Florida Date �1,0 ►� Esta L. Orseno K en � 1C7ren Eckles My Commission DDD69842 .4y Commission DD130389 OF ft Expires January 23 2006XdO Expires May 17 2004 Owner/Agent is Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: /� 7� 6 //C , Date: �� -7 ` Z Special Conditions: — 5 Legal Description: LOT TR 17 BLK 1N & 2N PB 1/112 1401 Seminole Blvd. Sanford, FL (Seminole County) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 Personal Property Please Select Account PARCEL DETAIL mum ls== < 0 : SemintAr Count —� cn►ces % �'M'. �. rrn U O a tint I ►��.��; �`^ ;1 � N �+ Q 0 f i�►a i it F 1. ?"- ''b' �y O O I:h21.I21:L\4 25-19-30-5AG- S3-SANFORD Parcel Id: 0117-0000 Tax District: WATERFRONT REDVDST CENTRAL FLA Owner: REGIONAL HOSP Exemptions: INC Own/Addr: C/O TAX DEPT 30953 Address: PO BOX 1504 City,State,ZipCode: NASHVILLE TN 37202 Property Address: 1401 SEMINOLE BLVD W SANFORD 32771 Facility Name: CENTRAL FLORIDA REGIONAL HOSPITAL Dor: 73-PRIVATE HOSPITALS SALES Deed Date Book Page Amount Vaclimp WARRANTY DEED 09/1986 01778 1690 $100 Improved WARRANTY DEED 08/1980 01292 0745 $110,000 Vacant WARRANTY DEED 07/1980 01289 1216 $595,000 Vacant Find Comparable Sales within this DOR Code VALUE SUMMARY Value Method: Market Number of Buildings: 5 Depreciated Bldg Value: $16,236,476 Depreciated EXFT Value: $206,551 Land Value (Market): $1,112,018 Land Value Ag: $0 Just/Market Value: $17,555,045 Assessed Value (SOH): $17,555,045 Exempt Value: $0 Taxable Value: $17,555,045 2002 Tax Bill Amount: $376,289 LEGAL DESCRIPTION PLAT ALL BLKS 1 N & 2N TR 17 & 1 N & 2N TR 18 & ALL VACD STS BET & ALL VACD ALLEY ADJ ON N & N16 FT VACD ST ADJ ON S & E 112 VACD ST ADJ ON LAND W OF BLK 2N TR 18 & BLKS 1 & 1N TR 19 & ALL Land Assess Method Frontage Depth Land Units Unit Price Land Value VACD ST SQUARE FEET 0 0 889,614 1.25 $1,112,018 BET & ALL VACD ST ADJ ON E & S 1/2 VACD ST ADJ ON N & N 1 /2 VACD ST ADJ ON S & ALL LAND LYING N OF BLKS 2N TR 17 & 2N TR 18 S OF NARCISSUS RD TOWN OF SANFORD PB 1 PG 113 Bid Bid Class Year Bum Bit 1 MASONRY PILAS 1982 Subsection / Sgft Subsection / Sgft WOOD 2 1982 BEAM/COL 3 MASONRY PILAS 1988 BUILDING INFORMATION Fixtures Gros Ext Wall SF 799 176,942 BRICK COMMON - MASONRY LOADING PLATFORM CANOPY / 700 CANOPY / 2170 0 720 METAL PREFINISHED 10 2,205 BRICK COMMON -MASONRY Bid Value Est. Cost New $11,629,051 $15,402,716 $12,455 $16,497 $187,558 $230,132 http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=2519305AGO 11700(... 10/16/2002 Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 4 MASONRY PILAS 1992 50 17,914 BRICK COMMON - MASONRY $1,487,160 $1,724,244 Subsection / Sgft CANOPY / 903 5 MASONRY PILAS 2000 30 33,315 CONCRETE BLOCK -STUCCO - $2,920,252 $3,034,028 MASONRY Subsection / Sgft OPEN PORCH FINISHED / 1433 Subsection / Sgft CARPORT FINISHED / 1929 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POLE LIGHT ALUMINUM 1982 14 $2,940 $2,940 WALKS CONC COMM 1982 17,655 $16,772 $35,310 ASPHALT DRIVE 2 INCH 1982 191,700 $115,020 $287,550 WALKS CONC COMM 1988 725 $906 $1,450 WALKS CONC COMM 1992 2,865 $4,154 $5,730 ALUM CARPORT NO FLOOR 1992 56 $142 $224 ALUM PORCH W/CONC FL 1998 1,128 $6,111 $7,332 ALUM SCREEN PORCH W/CONC FL 1998 792 $5,611 $6,732 ASPHALT DRIVE 2 INCH 2O00 41,587 $54,895 $62,381 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=2519305AG011700(... 10/16/2002 CERtIFIED COPY NOTICE OF COMMENCEMENT MARYANNE MORSE Permit No. State of Florida County of Seminole CLERK OF CIRCUIT COURT Tax Folio No. SE LE CO FLORIDA D 'FPv 'The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. U T 16 2002 1. Description.of property: (legal description of the property and street address if available) Seminole County Lot TR 17 BLK 1N & 2N PB 1/112 1401 Seminole Rlvri, Sanfnrd, Fl, 32711 2. General description of improvement: ue,,nyg*ion of Operating Rooms 1 f 2 3. Owner information a. Name and address ure Healthcare, Tnr One Park Plaza Bldg 2, 3r-d TrovT_ecaSt Nashville, TN 37201 -- b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor (�' a. Name and address R ,I _ Griffin & Company 8529 t—h P—ar-k Gir-el e, Suite —=moo Orlando, FT 32819 b. Phone number 4n7-37n-nl on Fax number 407-370-01 5. Surety 1118111119110 a. Name and address, htcpVOtM MORSE. CLERK OF CIRCUIT COUff b. Phone number j FaABErMRW COUNTY c. Amount of bond BK 0456 6. Lender j CLERK'S a: Name and address j RECORDED 19/16/M 11112152 AM RECORDING FEES b. Phone number F 7. Persons within the State bf Florida'I designated by Owner upon whom notices or other documents may be served as provided 13y Section 713.13(1)(a)71, Flcirida Statutes: a. Name and address, b. Phone number i j j Fax number 8. In addition to himself or herself, Ownei designates of to receive a copy of the Lienor's Notice as provided in Section 713.t3(1)(b}, Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sign tune of Owner UA— Sworn to or affirmed). and subscribed before me this day of (P&?j!j�M 120 Dy , by i Personally Known ZOR Produced Identification Type of Identification Produced HS INSTRUMENT FREPARED BY, St ature of Notary Public, State of Florida Commission Expires: �0"%, Este L. Orseno My Commission DD069842 nV Expires January 23 2006 .a SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 F_ D Plans Review Sheet Date: October 1, 2002 Business Address: 1401 West Seminole Blvd. Occ. Ch. #18-New Hearth care Business Name: Central Florida Regional Hospital Ph. (407) 321-4500 ext. 5720 Contractor: CR.J. Griffin & Company Ph. (407) 228-4645 Fax. (615) 344-2710 Reviewed [ ] Reviewed with comment [ X ] Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner'_, Comment: Fire department views this as New Health Care occupancy (F.F.P.C. 2000) Please read and respond back in writing to the yellow highlighted comments. Please respond back in writing to the fire department on the yellow highlighted requirements. 1.1 Application — Renovations of operating rooms #1 & #2 1.2 - If more than 49 new fire sprinkler heads will require engineered design criteria 1.3 - If less than 49 new fire sprinkler heads, fire sprinkler permits required • Aisles, corridors, and ramps required for exit access shall not be less than 8' ft in clear width 1 9..3.1 In any occupancy, where the character of the potential aecoidance with NFPA 141,Standard for the Installation of Stand - fuel for fire is such tliat'exunguishmerit o'r cot-itrol of fire is p=p�� py=natt Hydrants„ and Flosc:;ms:SysteWhere standpipe and effectively accomplished'by a ty�ie of automati�rexupguishing hos{e: systems are installed in combtnauon with automatic system other thin an automatic Sprinklel'system;'such as water sprinkler systerns,1nstallation l-i' ll, be inaceordance with the mist, 'ca bon'diortde,'dry chemical, foam, Fialon! po1;;watei appropriate prpvisions'estatihshed by NFPA �13"Standard for the spray, or a standard extinguishing system`of another type; that Installation of Sprinkler'Sysre.......nd NFPk:1'4,'tStandar'd forthe system shall be permitted to be 1insialled in lieu of an,lauto- Installation of Standpipe, Private Hydrants, and Hose Systems. matic' `spnnkler_' system ' Such �sy3terris'. shall be r metalled, inspected, and' maintained in' i cctoMarice with-1 appropriate 9 7 5 Maintenance and Testing All autom at sprinkler and NFPAstandards: /--,1 „ r..l,r)1, ,I) : 1- t, ,, l u lug Stan. ptpe'systems required:by, this. Code shall be inspected, tested, In in in accordance w)tli'NFPA 25;`Standard 9.7 3 2..1f the .extinguishing system is installed; in lieu'•of, a for the Inspection, Testing, and Maintenance of Water,Based Fire Pro - required, supervised 'automatic,;sprinkler system, the :actiya tection Systems tion of the extinguishing system shall 44tiyate thq;>.ptlding f}{e g6* 7 ,Sprinkler System Shutdown 5 ,, , n , alarm system, where provided. The actuation of an extinguish. ing system that is not instilled i n'lieu o -a regµtred, supet�isec� 9 7 6.1 \ Where a }.equired automauc;spnnklensystem;is: out of automatic sprinkler system shall be incUcated at th/e h,i�7i�'1 service for more than 4 hours in'a 24hour period, the author - fire alarm system, where provided ityhaving jurisdiction shall;lbe'nodfred, and'ihe'. uilding shall 9.7 4 Manual `Ir1'i'! be cuate,. organ approved fire watch shall be provided for al Ezhnguishing FquipmenG 1 , (, t I all parties le�'(unprotected by the shutdown until the sprinkler system has been returned to service` * 9.7.4.1 -Where required by the.provrsrons of another section of this )Code; '--portable s fire exunguishe 9' shall be'sll . alie ; rt ": 9 7 6 2 Sprinkler impairment procedures: shall; comply .with inspected, and maintained in aC,�o,,;dance itli NFPA�16,tStan' n ,. NFPA 25 Standardtfor. the Inspection, Testrn� and Maintenance of , , ,' ilarrl forPortakl¢�FinfExtinguisheiTs"�l„a lute 1'1 ,� rr) i,1 7t .i :Hi, (1 �te>sBgse¢�F}rn Frotect:on Systems w`':�';i '; ', hh itl., ,)1 rift 1t (z ,r1 :+i 5 1 1 51a • t, 5 ! • .. .., -: ...; r i,,F , 71 (:S r`I .-,S•,I+ !.; ?, N1U'�5'n ,. j;, ilt l,II•, , ,. " ... ,'.;•. .: ..:. .:• � ". : .:.\ l".�,o/"�';'t , 'S: '. V. �'. i',•t, , il:)i; t, 1, :; ra't t , ,:,, '. 0 e`�i7 .. ,;;, ,, : t ,i •s) I r ''.r��,f � .L11'al, i �t r.�; tt,� � t , . l 1.,i , •.1., .. I' .. .. ., J e "I,),..:) ./, .1/11 l._,)1t-1: C.Ir.l....A .1)l - .. i. ... .. .. .... ... 1 ri•'1 t, 11s..)c>{, ll,ur, 1lrjrll' !!) sltltl,� Clt'I, last tsl t.;1t) tr . ... t. 1 1.{ Y-.!:'. '), .:'! l( !! �•,:: .,. .. .. .. .. i ;11(l 1.-.It1 .... 1'.1 ,'• Il (; 1:, {i '� .)Ili (([1 11 rl } jJ t):��i ti Y:):_; I..r '! i r ,14q. f i I-,i,L• ✓. t ., rl 1{?ra-ll,i rf t I:f. i), t)) 1)•�, ,1�) ' .. 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',it i 1}.! a:., t is �'�'t .L;•: � �:al , t; s•.1r " `r�, c )t 1:,.� ,rl 1usl 553fuj 3t1, ,,, ��(;.tit t:i;. 5 1, ,.;:t ty,l rlu 1 tvu35eb:Mt)towtt]rl �sstal �s;5 1 ups )vlzslt ssj.,' i'1� s��i i5,; t11151s l;;s ,, 1 - , ifc, rr)rts4q: is 3 ;tJOsl s,) AsF l i i( l)rl tr1'.1 {u t r ssi)£al i(1 , 1 lyE':i 5 a 1 ;., .. .r. �; i.t ..f.l r. i� 1, , '. iS, 1�! >)Cl •... tilt 11I;; P, firl t. 5sz)s1.)a,llr a;s;Its s.si 1' `" t , / . .9;1.0 ..1-.,'s" IIJflY.".t',Jrlr 1}i%? 1, .i i:V ,t, ,i .;3 (5t jti. ! 1:(•' ,..... +' =' v '1 FL'= Florida changes6 Flo rida''addlUons; 7 4 Florida deletloris( BR =.Btoward County exception. 2000 Edition CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: vtqPERMIT #: BUSINESS NAME / PROJECT: ADDRESS: /*0/ PHONE N0.�40-7 ) 3Q I —'7Sa '��'FAUX NO.�� CONST. INSP. [ l C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S. [) HOOD [ ] PAINT BOOTH [ ] BURN PE MIT [ TENT PERMIT f ] TANK PERMIT [) OTHER TOTAL FEES: $ ©' (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Pre ntion Division Applicant's Signature o- CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: d C� Date: NOVEMBER 14, 2002 The undersigned hereby applies for a permit to install the following equipment: Owner's Name: HCA, HEALTHCARE, INC. Address of Job: 1401 SEMINOLE BLVD. /SANFORD, FL 32711 Mechanical Contractor: ROCK CITY MECHANICAL COMPANY,LLC Residential Non -Residential x of • III • � �/ / '; S i .�1�® J • •• • 1 11 115310.3 o 9- By signing this application. I am stating that I am in compliance with City of Sanford Mechanical Code. (.Appli6nt Signature r•nrtr9 7dQ77� State License Number November 14, 2002 TO WHOM IT MAY CONCERN: This letter is to advise that Charlie McIntosh has permission to use my license No. CMC1249273 to secure any necessary permits or licenses in connection with our work at the Central Florida Regional Medical Center, Sanford, FL. =Blair D. Bl rl Jr." , STATE OF FL COUNTY OF ups L►e-, I c,, Signed before a Notary Public in and for said county and state this 14. day of 2002. DAWNMCiNTOSH My Comm Exp. 2/19/05 No. "CC 985859 r.(v.—ally Known 11 Ott Corporate Office: Florida Office: P. O. Box 40446 ■ Nashville, Tennessee 37204-0446 2851 Enterprise Road, Unit 106B s Debary, Florida 32713 Phone 615-251-3045 ■ Fax 615-251-3054 Phone 386-668-6837 ■ Fax 386-668-2325 Address of Job: 1401 SEMINOLE BLVD. /SANFORD, FL 32711 Plumbing Contractor. ROCK CITY MECHANICAL COMPANY,LLC Residential: Non -Residential: x By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. ' Applicant's ignature CFC058022 State License Number IL qL November 14, 2002 TO WHOM IT MAY CONCERN: This letter is to advise that Charlie McIntosh has permission to use my license No. CFC058022 to secure any necessary permits or licenses in connection with our work at the Central Florida Regional Medical Center, Sanford, FL. :Blair D.134]�Jr" STATE OF FL COUNTY OF Vale Ic,- ir-, Signed before a Notary Public in and for said county and state this Lq day of 2002 . x pf rDAWN' MCWTQSH OTARY o : Y Comm Exp. 2/39/05 N PVBLIC No. CC 985859 Per.Onally Known I I Oth'r ,D. Corporate Office: Florida Office: P.O. Box 40446 ■ Nashville, Tennessee 37204-0446 2851 Enterprise Road, Unit 106E ■ Debary, Florida 32713 Phone 615-251-3045 ■ Fax 615-251-3054 Phone 386-668-6837 ■ Fax 386-668-2325 ZONE DATE (-' / r CONTRACTOR ` ��� ADDRESS �% 5� PHONE # ' A) �� LOCATION OWNER _ ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (�_) FINISHED FLOOR ELEVATION REQUIREMENTS �) ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT # LOT NO. J LOCK: SECTION: COST $ SQUARE FEET: FEE $ MODEL: STATE NO. OCCUPANCY CLASS: FEE $ FEE $ FEE $ INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: EPI: CITY OF SANFORD MECHANICAL APPLICATION PERMIT NO. q(�"Za ql DATE: ,STlqu THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECH4NICABL EQ IP ET:��'1�'1 CARS OWNER'S NAM ADDRESS OF JOB MECHANICAL CONTRACTOR: Sr" RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford Mechanical Code NATURE OF WORK i r F /110 E i i Valuation: 4ao coo•o D D. 0 D Application Fee: $10.00 0 D y D , Total (� . D 7 By Signing this application I am stating that I am' m lancee th C'y of Sanford Mechanical Code. Applicant Signature Qg-oo()Va� States License# TENDER DETAIL CA $230.00 DATE: 8/23/99 TIME: 15:43:38 TOTAL CASH $230.00 AM"T TENDERED $230.00 (V�L P P - P C- C-. 0 v a y P A R P T 2 0 J C7 _j j 99 3247 $21 o. 0() BPI D 8/23/99 017 Receipt: 00081-01 00000000000000 CITY OF SANFORD MECHANICAL APPLICATION PERMIT NO. — L�3� "�� DATE:�,Gsr- 1 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECC H4NICAL lA IAIVjiE )40 wzr 81r4 �K'/V OWNER'SNAMI' 1TCi2AC. J[ 4 Oeel.Q t k?L ADDRESS OF JOB 1401 MECHANICAL CONTRACTOR: SEP.�a1�t� RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford Mechanical Code NATURE OF WORK ME Application Fee: $10.00 Total By Signing this application I am stating that I am t iance thofSanford Mechanical Code. Applicant Signature pg-o0oQQg!7 States License# ^4 City of Sanford 300 North Park Avenue Sanford, FL 32771 ATTN: Ms. Arlene Rumbley RE: Central Florida Regional Hospital Sanford, Florida SME Job #5768 Dear Ms. Rumbley: Please accept this letter as authorization for Arvin Scott, project manager for Stewart Mechanical Enterprises, to act on the behalf of Stewart Mechanical Enterprises in requesting and obtaining any permits or licenses associated with the mechanical work at the above referenced project. Our licenses are as follows: Company - QB-0009989 Mechanical - CM-0056985 Plumbing - CF-0057150 Should you have any questions or comments, please do not hesitate to contact me at your earliest convenience. Sincerely, STEWART MECHANICAL ENTERPRISES, INC. J. A. Costelle Secretary/Treasurer JAC:Ikq Subscribed and sworn Wore me this 20`h day of August 1999. inda K. QuiceNYdaryy, My commission expires May 22, 2003. CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES � t. I PHONE #: 407-302-1091 • FAX #: 407-330-5677 �(n, v 1 1 DATE: l �/ �� PERMIT #: BUSINESS NAME: OI 4'T ADDRESS: /00 W, /56z�!) PHONE NUMBER: ( ) CONST. INSP. C. OF O. INSP. �❑ PLANS REVIEW TENT PERMIT BURN PERMIT ❑ REINSPECTION TANK PERMIT ❑ FA ❑ FS ❑ 44— AMOUNT $ OTHERE] COMMENTS: Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Pre ention Applicants Signature CITY OF SANFORD FIRE DEPARTMENT ? FEES FOR SERVICES PHONE #: 407-302-1091 • FAX #: 407-330-5677 DATE: < �14 PERMIT #: BUSINESS NAME: s�22 ADDRESS: . PHONE NUMBER: ( ) i CONST. INSP. ❑ C. OF O. INSP. ❑ r~ PLANS REVIEW1 TENT PERMIT ❑ BURN PERM. ❑ REINSPECTION ❑ TANK PERMIT ❑ FA ❑ FS ❑ OTHER ❑ 6 t J.w 2 AMOUNT $ COMMENTS: #��/Ci�i (C�[//6Aj I�/ � 1 Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of. payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is. true and correct and that I will comply with all applicable codes and ordinances. of the City of Sanford, Florida. .-::Applicants Signature. CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES C S PHONE #: 407-302-1091 • FAX #: 407-330-5677 DATE: PERMIT #:^V;} p BUSINESS NAME: ADDRESS:°'t PHONE NUMBER: ( ) CONST. INSP. ❑ C. OF O. INSP. ❑ PLANS REVIEW TENT PERMIT ❑ BURN PERMIT,-, ❑ REINSPECTION ❑ TANK PERMIT ❑ FA ❑ FS ❑ OTHER ❑ AMOUNT $ COMMENTS: !�%'r%£ All c' Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Pre ention Applicants Signature ` Corporate Energy Consultants, Ltd. l Mechanical - Electrical Design Engineers and Energy Consultants July 18, 2000 City of Sanford Building Permit/Inspection Department 300 North Park Drive Sanford, FL 32771 Attn: Mr. Bill Odem Re: Chiller and Cooling Tower Project Central Florida Regional Hospital Sanford, Florida Dear Mr. Odem: Please be advised that this project has been completed in accordance with the Plans and Specifications as issued by Corporate Energy Consultants, LTD. Please feel free to call with any questions. Very Stan A. Fellw6ck Vice -President, Construction Services Cc: Mr. Peter Caposi— Central Florida Regional Hospital Mr. Arvin Scott — Stewart Mechanical 10333 W. 84TH TERR. • LENEXA, KANSAS 66214 9 (913)894-9720 9 FAX 894-9051 Corporate Energy Consultants, Ltd. Mechanical -Electrical Design Engineers and Energy Consultants 10333 W.84TH TERR. LENEXA, KANSAS 66214 City of Stanford Building Permit/inspection Department 300 North Park Drive Sanford, FL 32771 Attn: Mr. Bill Odem ?'2??i-�2a4 r�� �„Il,ttlllitttf9trti,ttiitt,11tt1t1,Ittll{ltilltttflttt114..r' i ZONE DATE PERMIT .# � LOT NO. ��'E�� oev C�,�CC P �a CONTRACTOR .�.._ L � JOB A,51 �� BLOCK: l ADDRESS �� " 7 �os�$ COST $ Lr SECTION: PHONE # SQUARE FEET: LOCATION SeYYI i nAp FEE $ MODEL: �'�PG 1 LIY.tc QT8'.t OWNER _�EiYl`�' STATE NO. �Gc�� 3 OCCUPANCY CLASS: ADDRESS PHONE # TYPE DATE INSPECTIONS OK REJECT BY L L7v� PLUMBING CONTRACTOR ��C ? FEE $ ADDRESS PHONE # ELECTRICAL CONTRACTOR FEE $ ADDRESS PHONE # MECHANICAL CONTRACTOR FEE $ ADDRESS PHONE # MISCELLANEOUS CONTRACTOR FEE $ ENERGY SECT. EPI: 0 � -,5LIdx f �n .an ADDRESS �J SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS (__) ELEVATION CERTIFICATE OF OCCUPANCY ARCHrjEC'TURAL APPROVAL DATE: ISSUED # DATE:- _ FINAL DATE .. �? -- CITY OF SANFORD, FLORIDA i APPLICATION FOR BUILDING PERMIT 4 PERMIT ADDRESS 10-PERMIT NUMBER Q'-/ZC�. ` a Total ContractPriceof'.,Job' Total Sq. Ft. Describe Work rIE�IL�Iok_fO I�OCtt!ME�1'(5, R T e-of, Construction - Flood Prone YP (YES) (NO) r ` Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial Industria'l- LEGAL DESCRIPTION (please attach printout from Seminole County) - ''' TAX I.D. NUMBER OWNER (2EMTkAtEC-�Ti �L OS'�.. PHONE NUMBER :32 p ADDRESS -J401 iNL JT �E�tZ►�OILE Px_VC . CITY SAM;qo&0_L-) STATE ZIP TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS ` CITY STATE ZIP BONDING COMPANY N /,A, ADDRESS CITY STATE ZIP' ARCHITECT C-,aJ2�54-t AA 5M �TL4 Lop-S , ADDRESS 7 I L _-Ip"-TH O�_,0kJ ` CITY 7-NAkPA, STATE ZIP 33(,.0 MORTGAGE LENDER ADDRESS.- CITY STATE ZIP. CONTRACTOR lAI1_-- ' k 1.91USTl�-�C"r012S PHONE NUMBER-gl ADDRESS q_1-7 ,S, Pp,Q,_.0NS /hlrG ST: LICENSE NUMBER CITY L3UJD0h4 STATE ZIP, ' Application is hereby made to obtain a permit to do the work and installations as indicated.. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC: OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance.with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE"POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF'COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may additional restrictibns applicable to this property that may be found in the public records..of this county, and there may be additional permits required from other governmental " entities such as water management districts, state.,agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713., m o e i H Signature of Owner/Agent.&. Date Si natu e" of Contractor & Date _-;- O , H H U Type or Print Owner/Agent Name Type or Print Co ntractor's,Name. .0 "Z , t? 7C 3 _. , 0 , w ignature of Notary & Date Signature of Notary & Dante ' o" (Official Seal) (,Off icial - Seal) ' I o.r ., Esta L Orseno VHLI Y P, DIAWA L E+�rL; E k �r -- *My.Commission CC702798 , :;p CC 2?'ajc) `r COMY:155{O f i O G . ?o F Expires January 23, 2002 e.:.n4 # EXp�RES F S t 2i)0 `�S ioND0 THRU x1 • !`? C3.,{t^IC, 't ro C a 3 GFC� .ATl�.NTICSOPICIMG io Application.Approved BY: Date: ° cci ro Z A� FEES: Building Radon Police Fire m N ~' Open Space Road Impact Application 01 " c/o PERMITVALIDATION: CHECK CASH 'DATE BY d ro u°�/ 0 Q o 04 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK,(COUNTY TAX OFFICE) GOLD (CO. ADMIN). Z w H **** THIS APPLICATION USED FOR WORK VALUED. $2500.00.0R MORE {{ �CIT;vOF! SANFORD , FLORIDA k { r AP LICAI<ION FOR kBUIL'DING PERMIT. PERMIT ADDRESS 14�D.(V �. PERMI NUMBER"' iZ. Cv f M Total Contract.'Price of :Job Total Sq. Ft. Describe Work BEVrrttokl5 To CCJvrw-Aci- (xrLATs Type`o'f Construction Flood Prone (YBS). (NO) ' e'Number of Stories j Number of 'Dwellings Zoning � " j Occupancy: Residential Commercial +✓ Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 4 OWNERMTL� PHONE NUMBER ADDRESS G)elCj, JE Vt3 t CITY SQ h.lPD,0_ t� 1yy STATE EA ZIP 32'"77 . �h `�"+'� -j fry S �•s41 � TITLE HOLDER (IF OTHER THAN OWNER). ADDRESS - r' t -•f w-Ad,{ rt r 6r CITYr STATE ZIP i BONDING COMPANY ADDRESS / CITY STATE ZIP I. ARCHITECT, (�" SHAV11M i 9 ADDRESS CITY IP,,M PA STATE'" ZIP SJ�CIE pr MORTGAGE LENDER ADDRESS. CITY STATE ZIP a i. CONTRACTOR .1AN-Hk Coki ;;v yz(AcPHONE NUMBER L/ f ADDRESS 1-41"7 S. PAt:,-)utiS Aug. ST `LICENSE NUMBER CITY ZIP�.C� 1 1 ! Application is hereby made to obtain .,a 'permit to'do the,work and installations as. indicated I.�,cert,ify„,that no.: work or installation has commenced _prior, to jthe issuance of•'.a permit and that all workv'will be performed to meet standards of 'all laws regulating, construction in this jurisdiction.. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS;, POOLS, ETC. OWNER'S AFFI-DAVIT: I certify that ;all.the,foregoing information is accurate and that, :d ' all+work' will be done in compliance with all applicable• laws` regulating construction sand`z,oning ,-A-,COPY OF THE RECORDED COPY OF THE NOTICE'OF COMMENCEMENT WILL BE POSTED.- i ON THE J,O S`ITE, WITH 'PE'RMfiTS ` NO LATER THAN SEVEN (7) ;!;DAYS 'AFTER THE PERMIT HAS, BEEN;,' ISSUED... FAILURE TO„.RECORD A NOTLC,E OF COMMENCEMENT MAY'RESULT IN YOU PAYING TWICE -FOR i THE _IMPROVEMENTS TO'YOUR PROPERTY. I`F•.,XOU INTEND TO.OBTAINFINANCING, CONSULT WITH , � YO.UR`LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF`COMMENCEMENT. NOTICE: In addition to the requirements of. this permit, `there may be additional restr.icti'ons+ applicable to this property that may be.f'ound in the public records of. thie,-Mcountyp,*and there may be additional permits required from other. governmental e entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE .OF PERMIT IS VERIFICATION TH I WILL NOTIFY THE OWNER OF THE PROPERTY OF S j I**********************************AW, FS71�3. 0 y THE REQUIREMENTS OF FLORIDA•-LIEN L9 a 0 . cn - w Signature of Owner/Agent & Date Si nature of Contractor &Date o r6:'W Type or Print Owner/Agent Name Type or Print Contractor's Name � � L -¢ (D a. s Signat'ure of Notary, & Date Signature of Notary & 146"te o (Official Seal) (:Official Seal) '* Esta L Orseno v ' t * My Commission CC702798 G ; 0' Expires January 23, 2002 ti j C4 O n o a I., Application Approved BY: Date.: E �4 Iz r? rt FEES: Building. Radon Police Fire m '- OpenSpace Road Impact Application a 44 o ° PERMIT VALIDATION: CHECK CASH 'DATE., Yof 7t7 3 J � Q ORIGINAL (BUILDING) YELLOW (CUSTOMER):,PINK,(COUNTY TAX OFFICE) GOLD (CO. ADMIN') Z P4 F ****:THIS APPLICATION USED"FOR WORK VALUED $2500.00 OR MORE k# CITY OF SANFORD, FLORIDN' ' APPLICAI,lONa'•FOR BUILDING .PERMIT "i PERMIT ADDRESS i i k 1:'kfQi �Xr ., P,,,ERMIT NUMBER „ �. Total Contract. Price of Job Total Sq. Ft. Describe Work RL \ ;►� A i C,:"J rnC c,_A C.• T ! {, "VA C:' A a`y11 . Type of Construction Flood Prone? (YES) (NO) ,rNumber of Stories � Number of 'Dwellings Zoning - Occupancy: Residential Commercial Industrial a" LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER ✓'�,� °E.C_i'.c .' PHONE NUMBER ADDRESS►`t/kt�''>"r CITY � ,1{ t K't STATE r' A ZIP' ;c ' f 'r TITLE HOLDER,,(IF-;OTHER THAN OWNER) ADDRESS CITY -STATE VIP BONDING COMPANY ADDRESS CITY STATE ZIP ARCHITECT .." :' 14A011 y ,P ; (. f ,,'INI ;. r ,. ADDRESS sSTATE CITY' " ,VPi'Ai 11,A ZIP a MORTGAGE LENDER�}/,a -' w� ADDRESS f t CITY STATE ZIP e" PHONE NUMBER .`) . ! a L CONTRACTORli. (! i.� 4 :.` x 'cy" "{ , y` } J ADDRESS # A .Z C�+'r� r�'•Rl ST. LICENSE NUMBER CITY �� t! %r�.i . ,..r Y>:,STATR" "Fde� ZIP ? 7-i Sa ► 'A t Application, is hereby made to obtain a permit to do the work and installations, as Y� indicated .. I certify, .that no, ,work or instal,lat,ion has commenced -prior to the issuance V performed to meet standards '{ .of' a permit' and that 'all work :<"will be of .all' laws regulating construction in this jurisdiction. 'I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS,,,POOLS", ETC. OWNER'S AFFIDAVIT: I certify that all the.,.,f.oregoiing information is accurate and that all; work' will be done in compliance with all. applicable laws" regulating construction,' 4 e sand zoningy, A-mCOPY OF THE RECORDED COPY OF THE "NOTICE'OF COMMENCEMENT WILL BErPOSTED: ON THE J.OB SITE WITH PE'RM'ITS..„,NO'LATER THAN SEVEN .(7) ;DAYS AFTER THE PERMIT HAS `BE"EN ,> ISSUED. FAILURE TO;RECORD A NOT`ICE'OF COMMENCEMENT MAY RESULT IN YOU PAYING.TWICE FOR THE IMPROVEMENTS' TO"YOUR PROPERTY. IF.Y,OU INTEND TOrOBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. In addition to the requirements of this permit,"ihere may be additional 4NOTICE: r`es,tr i cti&is applicable to this property that may be''found in the public records of w, this�16ounty,'and there may be additional permits required,,from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THA,*T� I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN,LAW,, FS71,3. I o rt Signature of^Owner/Agent &Date Signature of Contractor & Date o w j Q4 A , { r F-' y • Type or Print Owner/Agent Name` Type or Print "Contractor's Name d x _., nd, 0 ro" w ~ ,-_Signature of Notary & Date Signature of Notary & Doe yp 4_+c' (Official Seal.) (Official Seal) a•"� MEstalOrseno#.* CnC70? o 0ro Nar �Wres January 23, 2002 n w 3 a o Application Approved BY: Date: 0 z �? FEES: Building, Radon Police Fire Open 'Space Road. Impact Application Ul r-I H t; ' sa o 0 PERMIT VALIDATION":_ CHECK CASH DATE BY,r r ORIGINAL (BUILDING). YELLOW ;'PINK (COUNTY} TAX OFFICE) GOLD (CO. ADMIN) P 0 tv R. Z . .(CUSTOMER) E� a; , V **** THISAPPLICATION USED FOR WORK VALUED $2500.00, OR MORE ;1 . ITY OF SANFORD, FLORIDA 14" APCCATION� FQR­BUILDING PERMIT PERMIT ADDRESS Total Contract Price of Job Describe Work IN, �r L A, • k, MIT NUMBER Total Sq. Ft. -Ti.,S' L of Construction Flood Pronef (YES) (NO) ,,,Type 'teaNumber of Stories �Residential Number of Dwellings Zoningvt Occupancy: Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER PHONE -NUMBER 1-7, L4,'ir I ADDRESS A -A C. CITY STATE frt zip % TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY 'STATE zip BONDING COMPANY ADDRESS CJ T Y ARCHITECT ADDRESS X. STATE ,­0 ZIP CITY 0 �­ % STATE r'iA ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP " NUMBER CONTRACTOR 1AIC. PHONE ADDRESS ST. LICENSE NUMBER CITY ZIP .Application is hereby made t�0 obtain a permit to do the ,work and installations as _4 indicat-ed., I certify that .no`' work or Installation has commenced,prior to.,.,th6.issuance ,of'a permit and that all work :wild ,be performed to meet standards` of all laws 'regulating construction in this jurisdiction. `I, understandthata separate permit must.be secured I I for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS,,,,POOLS, ETC. A� OWNER'S AFFIDAVIT: I certify that dT1 ther­fzoregoihg information is accurate and that all4worklwill be done in compliance with all applicable lawg regulati.ng construction and z;pning., A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED - ON THE JOB.SITE WITH PERMITS NO LATER THAN.SE-.VtEN (7) DAYS AFTER THE PERMIT HAS)ghEN ISSUED. FAILURE TO.RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR '41 THE IMPROVEMENTS TO'YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional r6s,trictiahs applicable to this property that may be,found in the public records of this',tounty,*and there may be additional permits required from otker­governmental entities such as water management districts-,- state` agencies, or federal agencies: OF C ACCEPTANCE OF PERMIT IS VERIFICATION HZWT I WILL NOTIFY THE OWNER OF THE PROPERTY TAE,'REQUIREMENTS OF FLORIDA LIEN LAW, FS71�3. J (D 0 Signature of Owner/Agent & Date Si(3natu're of Contractor & Date 0`Vi 44 43 -QA m U,� -P Type or Print Owner/Agent Name Type or Print Contractor's Name :5 (D 0 — :c 10 Signature of Notary & Date Signature of Notary & Date 0 (Official Seal) (Official Seal) Este L Orseno *MY COMMIS810n CC702798 t o 0 z z .H ExPret January 23,2002 rt a. 0 E 0 �4 Application Approved BY: Date: 0 r? FEES: Building• Radon Police Fire (D Open ­`Space Road Impact Application (0 r, 44 0 PERMIT VALIDATION: CHECK CASH DATE cl �4 0 ro (n a) 04 >1 ORIGINAL (BUILDING.) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 0 Z a4 F THIS APPLICATION USED FOR WORK VALUED., $2500.00'OR MORE G R E S H A M S M I T H A N D P A R T N E R S F L O R I D A November 8, 1999 City of Sanford Building Department P.O. Box 1788 Sanford, FL 32772 Re: Central Florida Regional Hospital E.D. Expansion / Renovation GS&P #68057.00 Dear Sir: Please find enclosed revised documents to the original Building Permit set for the above referenced project. These revisions were issued to the contractor to clarify questions for the contractor and AHCA. If you have any questions regarding these documents please do not hesitate to call me. i Sincerely, Mark S. Roman, AIA Project Manager cc: Architecture • Engineering • Interior Design • Planning Firm Cert. Nos. AAP000034 / EB0003806 712 South Oregon Avenue / Tampa, Florida 33606 / Phone 813.251.6838 / Fax 813.251.8580 / www.gspnet.com Jacksonville Ft. Lauderdale Tampai" DEVELOPMENT FEE WORK SHEET CITY OF SANFORD UTILITY-ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 C/.✓7EiQib..e. Q \ /"6WO✓g7hw,; — j,`f�}1L 2 l Project Name: (7�oiP1,7�� Date: 8, &1f Owner/Contact Person: Phone: Address: 14611 Ul/ . ,561ti,'.✓oc E QLva. Type of Development: 1) RESIDENTIAL Type. of Units ( single family or multi -family): Total Number of Units: Type of Utility Connection ' (individual connections or central water meter & .: common sewer tap): Water Meter Size (3/4", 1" 2" etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units (each building): Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: REVISED 3�28'/96 5> Lyg-��.e s CITY OF SANFORD,=FLORIDA APPLICATION FOR BUILDING PERMIT i, Q H b N 4J U 'O O �4 w x O PERMIT ADDRESS I 91 0, Total Contract Price of Job Describe Work 7-CI"�0,(A (- Type of Construction Number of Stories Occupancy: Residential in)oLz-- 6Q(D6A►: ts, '? J.� 3AIn I Number of Dwellings Commercial PERMIT NUMBER Total Sq. Ft. Flood Prone (YES) (NO) Zoning !/ Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER61 Z41 Z 10 �i�1 OWNER L'�/I 221� �L®I-I DA ��,ic,&AAL4-f1161 1-- PHONE NUMBER ADDRESS 1, w% -3 - CITY `jL\9JF2�,� STATE U ZIP TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS %1 CITY MORTGAGE LENDER ADDRESS CITY �T VA STATE 41ZTA7 Ea2� STATE STATE ZIP ZIP 23-5626:�,-, ZIP CONTRACTOR 6fZLAaAL1 PHONE NUMBER(40-?) �5 /_ I �"Q-D ADDRESS .�' ��� ST. LICENSE NUMBER (�L ( 00 �' CITY CAZ_L_AX)\d STATE ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. ********************************************************** **************************** y ro z m En a Signature of Owner/Agent & Date Signature of Contras & Date o a "< n -tutor 1 y/ � ^'!7' Type or Print Owner/Agent Name Type r Print Contractor's Name�11 • d � z El —� O Signature of Notary & Date S gnat'tiir fA.Not ary,...,& Date (Official (Official Seal ) �,c`oz(�Ofceal� ES �; a a 3 0 � x A Z .-I H VN -i i6 44 ✓+ Z O �4 0 to ro iv +J u a o iv >4 Za&- 14 / NO. CC 910147 laly w c 14B13erd R \.,-__-Appliewat.ion_-Approved BY. m Date: FEES: Building Radon Police Fire Open Space Road Impact plication /0• PERMIT VALIDATION: CHECK CASH DATE 1 1,40( BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD O. ADMIN) 0 z b n 0 a G n r* (D a **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE t?—1 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: PERMIT #: V J BUSINESS NAME / PROJECT: r° /c V k A U )— . ADDRESS: I Lt li i l v .. S 2 yv, . h G Z ,% 0 L, v p. PHONENO.: I/6�— �S 7') t�r7 FAX NO.: CONST. INSP. [ ] C / INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F.S. [ HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES: $ �5 Z1 / (PER UNIT SEE BELOW) COMMENTS: I'Y.c A JT,4 e T` Address / Bldi. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with II appli e codes and ordinances of the City o ford, Florida. e��A- zzn, — Sanford Fire Prevent on Division Applicant's Signature GRUNAU COMPANY INC. FIRE PROTECTION 1 1300 SPACE BLVD., STE. 4 & 5 ORLANDO, FL 32837 TO:�"`D DD �,�'� j -L 3 0-7 %l ATTN:p ,6- 19lvr02o ; F L GENTLEMEN: WE ARE SENDING YOU THE FOLLOWING: LETTER OF TRANSMITTAL DATE: µ RE: OUR P.O. NO. JOB NAME OUR JOB NO. LOCATION THESE ARE TRANSMITTED FOR THE PURPOSE NOTED BELOW:: FOR APPROVAL v i i�m� ❑ FOR REVIEW AND COMMENT ❑ ❑ APPROVED RETURN COPIES TO US /=�--—%— - ❑ RESUBMIT ❑ DELIVERY REQUIRED BY REMARKS: COPIES TO: FORM 86-0 12/97 VERY TRULY YOURS GRUNAU CO. INC. OTHER SIDE MAY BE USED FOR REPLY TRANSMITTAL REPLY Ice DATE CITY OF SANFORD PLUMBING APPLICATION PERMIT NO. OO • l DATE 1 (16(00 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING PLUMBING: OWNER'S NAME: GBA JAL ftetUDQ IZZ610AJAL &MINTAL ADDRESS OF JOB: IM0/ 1, 4 5AWWOLI, 75Lt/0 PLUMBING CONTRACTOR N4541 r-4L. RES. ANON-RES. ✓ Subject to rules and regulations of Sanford Plumbing Code Number Amount Residential an ommercial, Addition, Alteratio) Repair New Residential: One Water Closet Additional Water Closet Commercial: Minimum $25.00 Fixtures, Floor Drain, Trap Sewer ! Water Piping/ Gas Piping Mobile Home Described Work: P act itl� SYSt��r-t Application Fee: $10.00 Total By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. Applicant Signatbre GfG 0ZS6L5 State License# � � .. � � � 1 _ - _:� - l i I .� .' .::, _ _ ■ 1 LETTER OF TRANSMITTAL STANLEY D. LINDSEY AND ASSOCIATES, LTD. STRUCTURAL ENGINEERS 1801 WEST END AVENUE, SUITE 400, NASHVILLE, TN 37203-2509 (615) 320-1735 FAX (615) 320-0387 1 Ma 2 DD0 / ! / DATE% p D< /GL �2 �i^—/D1''/ cL fE iarla�, �7/ I�� PROJECT NAME PROJECT NO. PROJECT LOCATION 601-po/ a_7k 4-er as C0v12S77-.V C 4L 2"_ In ARCHITECT SENT TO: � Slewarl �et/?fo32 7 '71 WE ARE SENDING: ❑ VIA ❑ DRAWINGS ❑ SPECIFICATIONS ❑ SHOP DRAWINGS ❑ ORIGINALS ❑ PRINTS OTHER COPIES DATE DESCRIPTION THESE ARE TRANSMITTED: ❑ FOR APPROVAL ❑ FOR REVIEW AND COMMENTS ❑ REJECTED FOR YOUR USE ❑ NO EXCEPTIONS TAKEN ❑ RESUBMIT AS REQUESTED ❑ NOTE MARKINGS ❑ REMARKS: SIGNED: f✓ COPY TO:,�rT�-f'7 If enclosures are not as noted, please notify us at once. STANLEY D. LINDSEY AND ASSOCIATES, LTD. PROJECT PROJECT LOCATION DATE PROJECT NUMBER COMPUTED BY SHEET NUMBER OF .5�r�-Iclurczl Ca/cu/a�ior�s ¢or Co%Dial ,o©lin9 T goer P�cz �r�� S,Dl-A4Z- Po/ecf NO, 9 926"8.00 20 c�u /y / q 9 9 f pepared -'or Goryorczle_ .45�gerq y Cons7rwc-IleW,Irec. f're�c�red� 4v Z�, ,C%r��Sey ar�c� �ssoe i`ares_, Z-/c/, y STANLEY D. LINDSEY AND ASSOCIATES. LTD. PROJECT CeI21P L/ f/. CooLlLo PROJECT LOCATION DATE 7, / 2 - 99 PROJECT NUMBER T92�8-a0 COMPUTED BY Nd SHEET NUMBER OF IO 2,24720 2 (/r2) 22 720 = 2 SIP) i 22 720 . ' ..7 'T ._ 22,720"'- 13L I CT-1 /2 12'X12" Peers 22�720 C T-'2 Allowable soi I brg, pressure = ;�,00nps-F - 1 ��bar gra;6:1 j -�Gr �laT7CJr s STANLEY D. LINDS``EY AND ASSOCIATES, LTD. PROJECT ifef?TrZ,1 Ala , C'ool �7oi< � PROJECT LOCATION DATE 7, 13 9 % PROJECT NUMBER 174255.0c) COMPUTED BY 1A1 d SHEET NUMBER 2 OF ► D C = 26,4ps7 2a)��ost�l.g�' 7�5g��S 7,1 43- �;92' MOT = 7. g8(G,?/2 `) = E 5,2 2 �R= 45, 44(6, I V) = 2 78, S 5' 55,22�r2,25 4,5 I K 45,44K 34,08K �, �=►4f,4�LK-I t 7,Q4 -- 3,.38 STANLEY D. LINDSEY AND ASSOCIATES, LTD. PROJECT ?vile/' PROJECT LOCATION DATE 7, /3 , `/`% PROJECT NUMBER 1752551 Oc) COMPUTED BY IA16J SHEET NUMBER 3 OF Fri rr7 �hg = s W v e. p �sf x 3, o = I,4'6h(l0,OZK �3 O#fff. A = 5(l,6)( d.Sj(I7257) 204 (27000) I I 2SO /#� �.4�d7�FT 20,5' /5, 0 3�' C{� beam graphs �itl6D x 30 �SQ� 0. 22O'X 14,Z�� �4-,z5, Mara. - 4.,p l x- ! +1(o, l 2 G�l`D x 2 2L50-1 /8!h ¢ R 60,d io r)S 8, � 20,72� h �%Orr1 A/locualle /Jorr2e07s lr/� i i beaml PROJECT 99000 4 SPANS 1 LOADINGS GLOBAL E = 29000.0 MEMBER END MOMENTS AND SHEARS LOADING 1 MEMBER M-LEFT M-RIGHT V-LEFT V-RIGHT 1 X V M DEFL 0.00 0.000 0.000 0.17415 2.00 -0.440 -0.440 0.11802 4.00 -0.880 -1.760 0.06086 6.00 -l'.320 -3.960 0.00000 2 X V M DEFL 0.00 6.858 -3.960 0.00000 1.05 5.628 2.617 -0.03420 2.11 4.399 7.899 -0.06700 3.16 3.169 11.886 -0.09543 4.21 1.940 14.577 -0.11726 5.27 0.710 15.973 -0.13098 6.32 -0.519 16.073 -0.13581 7.38 -1.749 14.878 -0.13168 8.43 -2.978 12.388 -0.11928 9.48 -4.208 8.602 -0.10000 10.54 -5.437 3.521 -0.07595 11.59 -6.667 -2.855 -0.04999 12.64 -7.897 -10.527 -0.02569 13.70 -9.126 -19.494 -0.00735 14.75 -10.356 -29.757 0.00000 3 X V M DEFL 0.00 10.356 -29.757 0.00000 1.05 9.126 -19.494 -0.00735 2.11 7.897 -10.527 -0.02569 3.16 6.667 -2.855 -0.04999 4.21 5.437 3.521 -0.07595 5.27 4.208 8.602 -0.10000 6.32 2.978 12.388 -0.11928 7.38 1.749 14.878 -0.13168 8.43 0.519 16.073 -0.13581 9.48 -0.710 15.973 -0.13098 10.54 -1.940 14.577 -0.11726 11.59 -3.169 11.886 -0.09543 12.64 -4.399 7.899 -0.06700 13.70 -5.628 2.617 -0.03420 14.75 -6.858 -3.960 0.00000 Page 1 sh�� - 4 �to p� beaml X V M DEFL 0.00 1.320 -3.960 0.00000 2.00 0.880 -1.760 0.06086 4.00 0.440 -0.440 0.11802 6.00 0.000 0.000 0.17415 PROGRAM TERMINATES is3:wjohnson--/usr3/wjohnson>cat sdata3.dat 99000 4 1 29000 6 14.75 14.75 6 0 1 1 1 0 0 1 0.220 0 6 2 1.167 0 14.75 3 1.167 0 14.75 4 0.220 0 6 0 0 0 0 0 0 0 is3:wjohnson--/usr3/wjohnson>cat inert.dat 1 118 0 2 118 0 3 118 0 4 118 0 is3:wjohnson--/usr3/wjohnson> Page 2 1Aee-4 5 of, 10 CTA All CV 11 1 161PfCCV A Klr% A DATE T /3 - `I % PROJECT NUMBERgy q i?5,1 > C:�o COMPUTED BY 111V SHEET NUMBER Cr) OF 10 c u =o, //0 (3) = o,53o R = d, 330 —3, 38, Req C //Ons 16,03 l5,OvK l5,03 w f2�a0R 5reA,,. t �,�- 5(o.330)(20.5)4'(726) = �8¢(2'�000 0 0 4-46 K/Fr G� R = ' 3 Q 5(0,4409' 71243,/ 6,4J!g 3S4-(2R000)l' r -7: T Vn, beaml PROJECT 99000 4 SPANS 1 LOADINGS GLOBAL E = 29000.0 MEMBER END MOMENTS AND SHEARS LOADING 1 MEMBER M-LEFT M-RIGHT V-LEFT V-RIGHT 1 X V M DEFL 0.00 0.000 0.000 -0.00315 2.00 -0.440 -0.440 -0.00017 4.00 -0.880 -1.760 0.00177 6.00 -1.320 -3.960 0.00000 2 X V M DEFL 0.00 1.014 -3.960 0.00000 1.05 1.014 -2.892 -0.00362 2.11 1.014 -1.824 -0.00886 3.16 1.014 -0.756 -0.01512 4.21 1.014 0.312 -0.02180 5.27 1.014 1.380 -0.02831 6.32 1.014 2.449 -0.03405 7.38 1.014 3.517 -0.03841 8.43 1.014 4.585 -0.04080 9.48 1.014 5.653 -0.04063 10.54 1.014 6.721 -0.03728 11.59 1.014 7.789 -0.03017 12.64 -14.016 2.952 -0.01876 13.70 -14.016 -11.815 -0.00607 14.75 -14.016 -26.582 0.00000 3 X V M DEFL 0.00 14.016 -26.582 0.00000 1.05 14.016 -11.815 -0.00607 2.11 14.016 2.952 -0.01876 3.16 -1.014 7.789 -0.03017 4.21 -1.014 6.721 -0.03728 5.27 -1.014 5.653 -0.04063 6.32 -1.014 4.585 -0.04080 7.38 -1.014 3.517 -0.03841 8.43 -1.014 2.449 -0.03405 9.48 -1.014 1.380 -0.02831 10.54 -1.014 0.312 -0.02180 11.59 -1.014 -0.756 -0.01512 12.64 -1.014 -1.824 -0.00886 13.70 -1.014 -2.892 -0.00362 14.75 -1.014 -3.960 0.00000 Page 1 sh eon 7 0P 10 2/1 beaml 4 X V M DEFL 0.00 1.320 -3.960 0.00000 2.00 0.B80 -1.760 0.00177 4.00 0.440 -0.440 -0.00017 6.00 0.000 0.000 -0.00315 PROGRAM TERMINATES is3:wjohnson--/usr3/wjohnson>cat sdata3.dat 99000 4 1 29000 6 14.75 14.75 6 0 1 1 1 0 0 1 0.220 0 6 2 15.03 12.25 12.25 3 15.03 2.5 2.5 4 0.220 0 6 0 0 0 0 0 0 0 is3:wjohnson--/usr3/wjohnson>cat inert.dat 1 118 0 2 118 0 3 118 0 4 118 0 is3:wjohnson--/usr3/wjohnson> Page 2 5h eoT 8 of /0 STANLEY D. LINDSEY AND ASSOCIATES. LTD. PROJECT PROJECT LOCATION-!?aLigi^��,�/, DATE 7, / 3 �18 PROJECT NUMBER co COMPUTED BY jic i SHEET NUMBER OF v�¢ - #5 Ver f #� ft es @ 6,2'/ OF, -D,80(0.70)[0,85(3�(��d¢-/.14� ,ore )d = �s,b� = /�, oz Fr i U6e41--0x4�Ldx/LO / 28,b /� J /, Z525 k5F GIG rf 70� 112 Ps(R, 11—C . ., 1p ,Z� —If - -3 —O o5 ' 6.5" sre�' 17,3�2 8,�8 U5� �1—O x31-0 x/, O 17,3" = /, 928,7KisF P�. /,,•� _ 1, 9289(��(l)� = 2,8 9'�-1 2 ,bq 1� � _ 0, / 9 /n use 3 - 5 G; /x/• Fo STANLEY D. LINDSEY AND ASSOCIATES. LTD. PROJECT 6'-2n7,1re -OBI• eog1/ ? PROJECT LOCATION �' C; :^rj , ✓, • DATE 7�1�' %�% �l PROJECT NUMBER COMPUTED BY SHEET NUMBER OF I O , m . �CJ�Gfl�!" / J� �=( L' DOl �C! TD uu Q3- -s _ CITY OF SANFORD PERMIT APPLICATION l/ Permit No.: (A Date: (( -C� Job Address: H o ) (� k S Parcel No.: Description of Work: Type of Construction: Valuation of Work: $ Number of Stories: _ Owner: Opn�no Address: 1461 City: Phone No.: 7 • Contractor: + Address: Q70 5 ' Occupancy Type: Number of Dwelling Units r7 City: M'l hjbf) tZ 3 (1o� State: �L- Phone No.: 1 7 -3� (/-, Contact Person- uhn lj1or l o Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Address:. (Attach Proof of Ownershn;ip & Legal 1 � 9 Residential Zoning: ff C(. / State: r (-- Fax No.: i Flood Zone: Commercial Industrial Total Square Footage: to = Zip: ��� %1 Zip: X7b l State License No.: C_S 600ba3-(, Fax No.: qP7 331-5-54� T o C ' `DG Phone No.: 467. 3 3� -11 nI Phone No.: Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acce ace of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signa re o wner/Agent Date Sign t re of ntractor/Agent Date PPrint(O_wner/Agent's Name, ` 1 S`ignature of Notary -Mate of Florida > tiiat �` 7Ow er/Agent is Personally Known to Me or Produced ID F-(, �; �� (a j A �� Print Contractor/Agent's Name Signature of Notary -State of Florida Date ( MY COMA4ISSION # C 9218 c� i-C_.n-r 7tf v s, nde w hr.! Ra,get "'" Services ++ (2-7too Contractor/Agent is Personally Known to Me o Produced ID APPLICATION APPROVED BY: L" Date Special Conditions: 14 5 YL0 fie4d __ Central Florida Regional Hospital 1401 West Seminole Boulevard Sanford, FL 32771 407/321-4S00 November 13, 2000 To Whom It May Concern: Please accept this letter as authorization to allow C&S Signs, Inc., 401 Center Point Circle, Suite 1571, Altamonte Springs, Florida, to obtain permits for installation of two signs for Central Florida Regional Hospital. Property located at 1401 West Seminole Boulevard, Sanford, Florida 32771. This letter of authorization expires ninety (90) days from the date above. Thank you, pck L�� Rodney Smith Chief Executive Officer Sworn to and subscribed before me this 13th day of November, 2000. (personally known to me) PO4fflffl, a — -- ��.��"� Esta L Orseno * *My Commission CC702798 ` Expires January 23, 2002 A Part of Central Florida Healthcare System Sales, Service A Insrallarion :a 970 Shallowford St. Altamonte! Spgs , FL 32701 Ph - (407) 331 -5299 Fax - (407) 331 -5548 LIMITED POWER OF ATTORNEY TO ALLr�-s RSONS, be.it known, that I, 1oh"-s ht.a._64-7 of �» j,_ t=`� abb6� 3 L as Grantor, do hereby make and grant a limtled and of nd spec tfit: power of attorney to Yac:.1 'S I ,� }U� appoint and constitute said individual as my attot4f4ln-fact. My napted attorney to -fact shall have full power and authority to undertake, commit and perform only the following acts on my hehalf to the same extent as of I had done so personally, all with full power of suhsmutioo and revocation to the presence: (Describe specific authority) Vu II Pcrr' j 5 <'1tC4-n e'..0 ID �ehc. t �' O F C >r S S S �, S �o ✓ Ce �r �.-t fit. gt,.o Y, 1-1� s y v sa"',6r6 rtu'\ d C. The authority granted shall include such incidental acts as are reasonably required or necessary to carry out and per- form the specific authorities and duties stated or contemplated herein My attorney in fact agrees to accept this appointment subject to its terms, and agrees to act and perform to said fidu ciary capacity consistent with my best interests as my attorney in fact deems advisable, and I thereupon ratify all acts so carried out I agree it) reimburse my attorney to fact all reasonable costs and expenses incurred in the fulfillment of the duties and responsibilities enumerated herein. SpecW dur'aWe proyisioaa: This rxIwer of attorney shall not he affected by subsequent incapacity of the Grantor This power of attorney may he revilkrd by the Grantor giving written notice of revocation to the attorney in fact, provtdeJ that any parry relying in go (xl Loth upon this peiwer of attorney shall he protected unless and until said party has ! ther a) actual of construe live notice of revocation or h) upon rei.ording of said revocation in the public records where life Grantor resides Signer' under seal this day of A'// /Z- , 19 Signed In the presence of. Witness / Grantor Witness _ .a o10 saitdx3 D '''c i,001 '9l L8££9LOO Attl®IrVtWtfi act a *4f irMY COMMissio CC78339 State of F��c •',.11, +' Expires O uer 5, 0 County of S21Mt�/l0 (� on O before me, appeared,Y_4IC,•0 personally known to me (or proved tome on the basis of satisfactory evidence) to be life person(s) whose WNW is/aec suhscnhed to the within instrument and acknowledged to me that he/shchhey executed the same to his/herhhetr ,eullwilmd cap:icity(tcs), and Mal by his/her/their signalure(s) on the instrument the person(s), or the entity upon hehall of which the persun(s) acted, executed the instrument WITNESS y hand u Cl 1 seal 1` Sign ur C�e'��36o�{L�-b APfianl_-Know R _--Pmduood ID 01 Architectural Identification Incorporated Greystone East 121 Outerbelt Street Columbus, Ohio 43213 Site.dwg Telephone: (614) 868-8400 Fax: (614) 868-8590 FULTON STREET Central Florida Regional Hospital Site Plan Drawn By: JWC Date: 8-7-00 Revision Date: O� 4'-W 32. 71" sacra{ 1!)E1 iD L1t,;Hi'ED —PMS 5473 TEAS. -VATTE SLAC9 MATURAI_ g ---- THMORE � 31 ----MATTE BLANK --PM5 281 BLUE 7 MATTE BLACK 3" 01A PIPE 2' x 2' x 2' CONCRETE FOUNDATION SIGN #A2 1 (SI ._ 2) FLOOD WEED —PUS 5473 TFJ L -h1ATTE UWX NATURAL --STfM1HM [1RE Sv}IrME �—MATTE IAA K �--N's 281 BLUE IAATTE BLACK --- DUL RITE 2' x 2' x 2' CDNCRETI_ ZUNDARON T 1 4'-7" x 7" ELODD LIGHTED (12" SECONDARY SITE SIGN. ?. T{'P SPEI:TON TO BE PAINTED NATURAL WHITE STRATHMORE WITH PUS 2a1 BLUE POPPL LAUDAPD, MEDIUM, ,'T R A! iOWEiR CASE LETTERING. i. SM14 IC HAVE ALUMINUM MONOLMi1C CONSTRUCTION. 4. DERECTIONA1. COPY TO BE MATTE WHITE ;eiELVE71CA MEDIUM, L+P,PER AND LOWER CASE. EXCEPT rOR "EMER .'."..'t" 'NHICH IS 10 BE KLV- rICA BOLD, SUNFLOWER YEL. W. AaWr)W.S 1ARE TO BE MATTE WHITE FLAT TOP. EXCEPT EVEIRGE''.'CY TO BE SUNFLOV&::R YELLOW. �. IF1ST!l'A11ON TO BE DIRECT BURML, Arohitecturat Identification Incorporated �...-.._ .. __ I er :1►81�� East Florida la r4,y �" Nl spit I :. 121 Outm ell Skeet A2.1.d�Tyne A2,i} Secondary C,al�mbtts, C� �i3;R1B ��g �* 16h1 h0T*- (M 868-8400 Fax: (89) 868-6590 Drawn Br. JWC Daiec 8-7-00 1 -1 Nifti DH3a 11-20- 00 T m w jj-�r 011 cenvas i:tor! ' Regional Hospital - -r— twit oft PMS 5473 11E& --wiffi-r IjLjjcM� NATUM. —STWHIA01117 i wI­IrTf, —MATTE BEAN —PUS 281 3UJE BLACK ­2'% 2'x 2'CONCIME FOUNDATC)N —PUS -'W 3 T _W-An RALY J, da W:WRAL —SIPATHM )RE —WITF, RACK i �'' II —PUS �31 HILIE 91 hcK r E-,;k PIPE X. 2'--x 2' CONCREn Nams I u 1. 4'-D' g i'-7' x 7' FI 00r, I)C1,44TE0 rZrMl nAwe car CIP i 2. TOP S EM "N NtED NIAI,UfiALr, TO 61 PAI P;;,S 261 B"' WEDIM, UlVlf�' & L-_;WER -,ASE LETTERING. 3. SIGN 10 49W. 4LUUINUM MONOLMAIC (DNSTRUCrI0N.mul'kc "Al 4. BIREIsi ONxY APO BE IWIM- IMIT17 HELVE11CA -MEDIUM. UPPER AND LC ER CASE. EXCEPT FOR IHICH IS To I E HELVE"Ack 3CLti. SUNFLOWER �f'_L'_OW, - 3 S. ARROAS ARE TO BE MAVE MUTE FLAI TOP, EX(,Elq EMERGENDY TO BE SUNFLOAEF, )'-U.-)w. 6.'INSlALATDN M RE DIRECT &JR11L. AreWitectund Identiftatkm lm,,.orporated Central Flomwida Req,.lw c taystme Eas t 11,20 Wednh Etree -4t ('0kmlbM, Of* =3 3 TV-pt A.2.0 Secondary Sidi e Sign �f Cnio-craivu A- lslmftw. (614) ka i-NNUM Ku J I V . rl, ------- -13 41 41 14M&SME-3 Op. < " m- �a �. , ai?' a A1W 3/e e 03/8' rANTM f4x.[-s _ # ! � . m � k ; � ] *k , ._. 2 11I09f2E00 11.34 4073.315548 ------------------------------------------------------------- `I 'PAGE ob _ Ar Prea5ure _ /000 LB. troy c�rouncL /evel 1�Oof � i� 3'w�d� ancC q �f 2 f'��actin�c rr�omenf i� 3' h�h 740 FLORIDA CENTRAL PKWY., STE. 2052 LONGWOOD, FL. 32750 4071830-7473 � � 11/091200e 11:34 4073315548 -- - --------------------------------- ----------------- ---- PAGE 02 s _ /000 LE3 740 FLORIDA CENTRAL PKWY., STE. 2052 LONGWOOD, FL. 32750 407/830-7473- FINAL INSPECTION REQUIRED PLANS CITY OF S4jjF()RD THESE ACC ' F 3 CONDITIONAL.i Co'.�7 0; i ISSUED THE 'I-0 PROCEE,- NC -Et- ALT,- Ty To VIC TE, DE ANY HE Is SU/-\fl'CF CF 1 j 4- r rj.,,-r A P- -F F4' L D i of TI '4 loER 3 2 OF ON f"G Jr OR OTHER V:,, C3NSI"RUCTION co-, S. N10, c: C" cf 9 97 tandiar", sta; de O10 Nl s97 a o o w�.ilf e d 4-11V�ENTS '1997 P E R M IT # 0 L 11/ L7/ LUUU iri: JU L4Ufjj1774C - - RAGE 02 1 NOTICE 01" �O"vfF-NCEMENT Permit Pd° Tax Folio No, State of Florida - — Councy of Seminole The undarsirgted hereby gives notice that improvement will be mace tc, c-twin real property, and in accordance with Chapter': ?, F!rncr. Statutes, the following information is providoti i;: t1,ts Notice of Commencement. l 2e ;cript on of pr 7perty: (le 1 d .ginptjoq or tho property a))d .:,rest :ddross if available I bl W. . Semi e- �QujDt(ar ~ 'n a-�`7 —71 2 tie .tera, ,lesDri?ti m of improvement: -XniQ ( "} W _rnl2r)VMCoF 3. ()wter in'or rt+tsciot i. Nacre irid address �61 l,(�. �✓v�lrlp o ��t/c� t Z 3 �-► -r r inter ast tin pr sporty _ rlarr e a•nd address oftfoo sir,iplo t{tloholder (if otiitr thitn r- it. 'dart o :cnc a( dress ( f S SLct L) �_ — _ ( �� . CT b. 'hot.elturtb. q9_---- Fexn,, ber L4b7 33i S. Su ray f,� a. Name and address Wes��n�t° t1t JI S ()"' b P;:ca: n:,mbern•amber •�.�.��"-.----t=- CI1 c. A;r;oun of bond _ It nti cnLU CV S I-rtnder - -- -.-�-- --------' -+ orC") '� a. Na'ic ;,t;;{ add -• - -- -- -- -- �, p o - w w E Phone o,.mber 7C> Persons with c l the State of nonda dt;tignatud by Owner upon whom notices c-r r btr ma v oe s:°.rvpg �N c,,•ide,l b) %-)ctton 0)(07., Florida StIItu _o MM ;' N t. '4;.me u.d address t ih �,eF ErCCLcftJe, i�F�ic _ � 03 o ��- 3�.��1 C7� Pn;,ne rl-mber _ 1- �QD _� o Fax number _'4b7 ��4 ,3`f-79 _ _ rim eddr<;on _a himself or herself, Owr.cr :iesignates o to receive a copy of the Lienor's Nolicc as provided in S ioo-1z 713.13 (l)(b), Florida Statutes. a. Phone number Fax number 9. Expiration dste*of notice of commencement (the expiration date is 1 year from the date of recording unless a eZ-- date is spectf'ied) n KO�F fit. Soli ignature of Owner Sw rn to (or affirmsd) and subscribed before ma this day of�-�-e� 0 00 , by Personally Known -v,-�OR Produced Identification Type of Identification Produced CERTIFIED COPY MARYANNE MORSE 'x'* EstaLofseno CLERK OF CIRCUIT COURT ire of otairy'Pu cc; State of Florida *kV* MYcommissionCC7027se SEMINOLE COUNTY. FLORIDA C mission Expires �°+.,,.r EXPIresJanuary23,2002��� THIS INSTRUN*NNT FKEPAKED al; DEPUTY CLERK NAME l 0 ( ii�T ,•`(,.. 17C� �0� 2 g 200® ADDR. G R E S H A M S M I T H AND P A R T N E R S F L O R I D A August 9, 2000 City of Sanford Building Department P.O. Box 1788 Sanford, FL 32772 Re: Central Florida Regional Hospital E.D. Expansion / Renovation GS&P #68057.00 Dear Sir: Please find enclosed revised documents to the original Building Permit set for the above referenced project. These revisions were issued to the contractor to clarify questions for the contractor and AHCA. If you have any questions regarding these documents please do not hesitate to call me. Sincere y, Mark S. Roman, AIA Project Manager cc: Architecture • Engineering • Interior Design • Planning Firm Cert. Nos. AAP000034 / EB0003806 712 South Oregon Avenue / Tampa, Florida 33606 / Phone 813.251.6838 / Fax 813.251.8580 / www.gspnet.com Jacksonville Ft. Lauderdale Tampa ADDENDUM NO. 8 GS&P Project No. 68057 Columbia Project # 30953003 AHCA Log # H-0420-M CON Exemption #9900018 CENTRAL FLORIDA REGIONAL MEDICAL HOSPITAL E. D. ADDITION AND RENOVATION Sanford, Florida August 9, 2000 GRESHAM, SMITH AND PARTNERS 300 South Hyde Park Avenue, Suite 201 Tampa, Florida 33606 Telephone: 813/251-6838 Copyright 2000 ADDENDUM NO. 8 Page 2 CENTRAL FLORIDA REGIONAL MEDICAL HOSPITAL E. D. ADDITION AND RENOVATION Sanford, Florida Gresham, Smith and Partners / 68057 This Addendum forms a part of and modifies the Contract Documents dated May 10, 1999, and subsequent Addenda. Acknowledge the receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. REFER TO ELECTRICAL DRAWINGS: 8.1 SHEET E5.1 1. Revisions to Sheet E5.1 for the addition of laser outlets and laser isolation panel are indicated on the Electrical Drawing attached. 8.2 Coordination Study 1. Coordination Study for the addition of the laser isolation panel. See attached study. REFER TO ELECTRICAL SPECIFICATIONS: 8.3 SPECIFICATION SECTION 1. Revision to specification 16623 2.02-E. See attached electrical specification. LIST OF ATTACHMENTS: 1. Sheet E5.1, (34" x 44"), dated 8/9/00. 2. Coordination Study, dated 8/9/00. 3. Specification Section 16623, dated 8/9/00. END OF ADDENDUM NO. 8 I III II. MAMMO o / I i:OFR, I _ Z�2\. I � a A� EOUIP. STOR II %I j STERILE CORRIDOR I I I-ed�n-e �--�r�,.,r�, . • , • �:. mo_ E � I .. �--., �. - _�.I .,�-. \ I - �— PRE. OP. \ STAT• LAB. j IW ELEC. j ;HOLDING %I _ --OEF ICE _.._ _. _. O.R. •4 (j CO III �L I ----i-------- -- - ---- ----- ------ ---- ------'--...----- I � 7 I ,-IC I PUMP STO. � ,pis. 4 EA. _I, o I6 III I STERILE CORRIDOR I`t E�A�I ill SCRUB SCRUB — �r qqq ,UP L� TI OR. f-11 U i OPEN HEART L LSI1STORc.,L O.R. I S.S. II LS1-2 p Pp I ;IS.S. 7-1 I. Sheep 8-5.1 41. 41 ,Sn V , FP&L — 70CKV,/875K\'A AF6:34,412 _ _ _ _ UT!L. TR, "2 AF C:4,210 EMERGENC:' (PER FP&L) .277/460V SECONDARY V GENEFATOR °2 � 161 4.600 -500/3 ,'+ w/ GFP ,E 1200/3, W/ `j.—(3)41600.1^3/OG UP y / i wES AFC:4,191 250/3 65, A IC: 0O0 N6iS8 AFC:33.882 Y — —' —I— — — — A IC: 65,000 250/3' w� 6 GFP———————————- �,—a°250+t°4G m 4°250+1°4G� EC2 sijC: 65,000 4'250+i-4G— — 1 250/3 _ r4 ivLC AFC:29,042 _ 1 AiC:65,000 30.A/3P 30A/ 2P LS IU$ L5i 20A/2P BRANCH TL MOUNT ING HE IGHT SYMBOL TO CENTER LINE DESCRIPTION L �- 48" PORTABLE LASER OUTLET.ISOTROL TYPE LRM-I-SLM-A-0-F12.. NEMA 6-20R CONFIGURATION. -- ISOLATION POWER PANEL, FLUSH MOUNTED. ISOTROL TYPE IPP-10-EC1-9K/3N-BF �� -- CONDUIT AND WIRING CONCEALED �� -- HOMERUN TO PANELBOARD.PANELBOARD DESIGNATION AND CIRCUIT NUMBER AS NOTED 21*8 & 10G.-3/4"C NEW F PART 14, L- F L P C T R I (C /'AIL RISER DIAGRAM, UTIL-0001 BUS-0001 CBL-NMSB SQUARE D NMSB I-ensor/Trip 2500.0 A BUS--NMSB Settings OL RELAY MIN SHORT CIRCUIT 3 NECH(N) SQUARE D KC CBI_-NECH(N)110-250A Sensor/Trip 250.0 A Settings Thermal Curve (Fixed) INST ( 5-1 0 x Trip) 1 0. 0 BUS--ATS EC2 CBL-ATS BUS-NECH PD-LSI(M) CBL-LS1 GE i� Gf N-0001 TKMA 1 US-0005 1000-12OOA PD-GEN Sensor/Trip 1200.0 A i Seli-ings CBL_-NES LTD INST 10.0 NES SQUARE D BUS-0010 NC 600-1200A Sensor/Trip 1200.0 A Settings Thermal Curve (Fixed) INST (5000-10000A) 10000A NECH(E) SQUARE D KC CBI_-NECH (E) 1 1 0-250A Sensor/Trip 250.0 A Settings Thermal Curve (Fixed) INST ( 5-1 0 x Trip) 1 0. 0 SQUARE D FC 15-100A Sensor/Trip Settings Fixed i� PD-LS1 MB SQUARE D EHB-AS BUS-0056 15-30A XF2-0008 Sensor/Trip Settings BUS-0054 Fixed i� BRANCH LS1 SQUARE D b 00. 2-Pole 15-125A Sensor/Trig Settings Fixed 30. 0 A 20.0 A 1000 100 10 CURRENT IN AMPERES BL-NMSB NECH(N) CBL-NMSB 11_l XF2-0008- 1 CBL LS1 PD-LS1 MB CBL-ATS 0.10 BRANCH LS1 r> PD-LSI(M) CBL-NECH(N)- 0.01 0.5 1 10 iteT 1K NLS1.tcc Ref. Voltage: 480 Current Scale X 10^1 m z Cn m 0 O 0 ADDENDUM NO. 8 Central Florida Regional Hospital E. D. Addition & Renovation Sanford, Florida 68057/5.1 AUTOMATIC TRANSFER SWITCHES Section 16623 - Page 1 of 6 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Automatic transfer switches (ATS). 1.02 REFERENCES A. ANSI/NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum). B. ANSI/NEMA ICS2-447 - Transfer Switches. C. ANSI/NFPA 70 - National Electrical Code. D. ANSI/NEMA AB 1 - Molded Case Circuit Breakers. E. ANSI/NFPA 99 - Health Care Facilities. 1.03 SYSTEM DESCRIPTION A. Automatic transfer switch (ATS) to provide source of emergency and standby power. B. System Capacity: Provide ampere rating as indicated on Drawings. C. Operation: In accordance with ANSI/NFPA 99 and NFPA 110. 1.04 SUBMITTALS A. Submit shop drawings and product data under provisions of applicable Sections of Division 1. B. Submit shop drawings showing plan and elevation views with overall and interconnection point dimensions, and electrical diagrams including schematic and interconnection diagrams. C. Submit product data showing dimensions, weights, ratings, interconnection points, and internal wiring diagrams for automatic transfer switch (ATS). D. Submit 1/4" = 1'-0" minimum scale drawing of room indicating the installed locations of all equipment, panelboards, piping, and ductwork in the room. 1.05 PROJECT RECORD DOCUMENTS ADDENDUM NO. 8 Central Florida Regional Hospital E. D. Addition & Renovation Sanford, Florida 68057/5.1 AUTOMATIC TRANSFER SWITCHES Section 16623 - Page 2 of 6 A. Submit record documents under provisions of applicable Sections of Division 1. B. Accurately record location of automatic transfer switch (ATS) and mechanical and electrical connections. 1.06 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of applicable Sections of Division 1. B. Include instructions for normal operation, routine maintenance requirements, service manuals for automatic transfer switch (ATS) and emergency maintenance procedures. 1.07 QUALIFICATIONS A. Manufacturer: Company specializing in automatic transfer switch (ATS) system with minimum five years documented experience. B. Supplier: Authorized distributor of automatic transfer switch (ATS) manufacturer with service facilities within 50 miles of project site. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site, store, and protect under provisions of applicable Sections of Division 1. B. Accept packaged automatic transfer switch (ATS) set and accessories on site in crates and verify damage. C. Protect equipment from dirt and moisture by securely wrapping in heavy plastic. 1.09 WARRANTY A. Provide one year warranty under provisions of applicable Sections of Division 1. 1.10 MAINTENANCE SERVICE A. Furnish service and maintenance of automatic transfer switch (ATS) system at no additional cost for one year from Date of Substantial Completion. ADDENDUM NO. 8 Central Florida Regional Hospital E. D. Addition & Renovation Sanford, Florida 68057/5.1 AUTOMATIC TRANSFER SWITCHES Section 16623 - Page 3 of 6 PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - TRANSFER SWITCHES A. Automatic Switch Company (ASCO) B. Russelectric C. Onan (only where Onan engine generator is existing). D. Kohler (only where Kohler engine generator is existing). E. Zenith F. No other shall be acceptable without prior approval. 2.02 AUTOMATIC TRANSFER SWITCHES (ATS) A. Automatic Transfer Switches (ATS): ANSI/NEMA ICS2-447; electrically operated, mechanically held, 4 pole, 4 wire, with overlapping neutral switching contacts, with equipment ground lug, voltage to match generator voltage, ampere ratings as shown on Drawings, equal to ASCO 940 Series with ASCO Accessory 28. B. The minimum short circuit withstand rating of automatic transfer switches (ATS) in amperes RMS shall be as indicated on the drawings. C. Provide the following features: 1. NEMA 1 enclosure or as indicated differently on drawings. 2. Switch position lamps (green for normal, red for emergency). 3. Auxiliary contacts, 2 NO and 2 NC. 4. Time delay for engine start; adjustable from 0 to 5 seconds. Factory set at 1 second. 5. Time delay emergency to normal; adjustable from 0 seconds to 30 minutes. Factory set at 5 minutes. 6. Time delay engine cool -off; adjustable from 0 seconds to 30 minutes. Factory set at 15 minutes. 7. Test switch. 8. In -phase monitor control. D. Transfer Switch Operation: 1. Engine Start: A voltage decrease, at any transfer switch, in one or more phases of the normal power source to less than 85% of normal or a total loss of power shall start the engine -generator unit after a time -delay of one second. ADDENDUM NO. 8 Central Florida Regional Hospital E. D. Addition & Renovation Sanford, Florida 68057/5.1 AUTOMATIC TRANSFER SWITCHES Section 16623 - Page 4 of 6 2. Transfer to Emergency. Transfer switches shall transfer their loads from normal to emergency source when frequency and voltage of the engine - generator unit have attained 90% of rated value and within 10 seconds. 3. Retransfer to Normal Transfer switch shall retransfer to normal source upon restoration of normal supply in all phases to 90% or more of normal voltage, and after a time -delay. Time delays shall be 5 minutes. Should the emergency source fail during the timing, the transfer switch shall immediately transfer to normal when the source is available. 4. Automatic transfer switch (ATS) set shall continue to run unloaded for timed period. Timed period shall be as recommended by the manufacturer. Set at 15 minutes if no time period is specified by the manufacturer. After timed period expires automatic transfer switch (ATS) shall shut down. E. Transfer switch shall be open type as required by 59A-3.081(51) (F), F.A.C. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work and field dimensions are as shown on Drawings. B. Verify that required utilities are available in proper location and ready for use. C. Beginning of installation means installer accepts existing conditions. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. Meet all NFPA requirements. B. Install automatic transfer switch (ATS) in such a manner to allow clearances to be maintained. 3.03 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of applicable Sections of Division 1. ADDENDUM NO. 8 Central Florida Regional Hospital E. D. Addition & Renovation Sanford, Florida 68057/5.1 AUTOMATIC TRANSFER SWITCHES Section 16623 - Page 5 of 6 B. Provide test utilizing existing generator for 4 continuous hours minimum. The initial portion of the 4 hour test shall be in strict compliance with the requirements of NFPA-110, Chapter 5-13 - Installation Acceptance. Any remaining portion of the 4 hours shall be tested at 100% full load. All test results are to be for each phase. Utilize the services of the system manufacturer's authorized representative for check-out and load tests. Test shall be performed at the site after the entire system is assembled. Provide written notification delivered to the Architect 96 hours prior to test. C. During test, in addition to the requirements of NFPA-110, Chapter 5-13, record the following at 15 minute intervals: 1. Kilowatts. 2. Amperes. 3. Voltage. 4. Ambient temperature. 5. Frequency. 6. Engine speed. D. Test alarm and shutdown circuits by simulating conditions after the 4 continuous running hours have been completed. Provide written report of test results. E. Submit a typed test report to the Architect. F. Should the automatic transfer switch (ATS) fail any time during any portion of the test period, the entire test shall be repeated after necessary repairs and adjustments have been made. G. Engine generator (with automatic transfer switch installed) shall have a minimum of 4 hours of runtime at time of substantial completion. Provide fuel required for this runtime. 3.04 MANUFACTURER'S FIELD SERVICES A. Prepare, start, test, and adjust systems under provisions of applicable Sections of Division 1. 3.05 ADJUSTING A. Adjust work under provisions of applicable Sections of Division 1. /_1979]:1kiIQ1l &Iki W V� Central Florida Regional Hospital E. D. Addition & Renovation Sanford, Florida 68057/5.1 AUTOMATIC TRANSFER SWITCHES Section 16623 - Page 6 of 6 B. Adjust automatic transfer switch (ATS) to specified values. 3.06 CLEANING A. Clean work under provisions of applicable Sections of Division 1. B. Clean automatic transfer switch (ATS) surfaces. C. Provide touch-up paint to any scratched or marred portion of the automatic transfer switch (ATS) enclosure. 3.07 DEMONSTRATION A. Provide systems demonstration under provisions of applicable Sections of Division 1. B. Simulate power outage by interrupting normal source, and demonstrate that system operates to provide emergency standby power. END OF SECTION NOTICE OF COMMENCEMENT L1 State of Florida County of Seminole Permit No. oo- 1� Tax Folio No. (PID ) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) GENERAL DESCRIPTION OF IMPROVEMENT 15� ?GPVd✓4r2Dv A-;,v0 -NA41 ,¢GtOG7Z�x�� 0 rn o — r Cll OWNER INFORMATION Z-- Name and address eEaff;e4C /ci4 /Qc6czg/Ac— lbsocr t- PFRI IFD COPY /gf4/• 1we5r S�1i ENO 6t-lO• �S' �1 %rid . jfiRywIE MORSE Interest in property (Fee Simple, Partnership, etc.) CLERK OF CIRCUIT .COURT SEM 4iAE 0 L ID NAME AND ADDRESS OF FEE IMPLE TITLE HOLDER•(IF OTHER THAN OWNER) LERK CONTRACTOR C') Name and address SURETY (Bonding Company) © Name and address n,' f\ = Amount of Bond LENDER Name and address NA Nk,,IE ADDR. !31..... � 5-- - Avg a�LD5A F . 33GI I c� rn _J Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as pranideQ'i by Section 713.13(1)(a)7., Florida Statutes: nr Mrn Name and address -FT M •�uT14c F7F I qol W SE►M-UMW-E 8LV D . `� _SAM FD Fig 3Z'1-1 1 9 :� In addition to himself, Owner designates of _.., flr to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified.) Signature of Owner p4V l Sworn to and subscribed before me this � r1V/— Day of f 9 9 . 4*MY N., Esta L Orseno Commission CC702798 My Commission Expires: n.�`t Expires January 23. 2002 N4faary Public The foregoing instrument was acknowledged before me this day o �6,nA 19qq by (name of person acknowled ed), who is personally known to me or who ha produced (type of identification) as identification and who did / did not take an oath> D CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS / T U G(%�cSE7 ��/� PERMIT NUMBER (90 `/ 2.40 Total Contract Price of Job Describe Work &KJO(/AM i 010 Total Sq. Ft. 20 dd� Type of Construction ,r{05,0, Flood Prone (YES) (NO) Number of Stories f Number of Dwellings A 4 Zoning Occupancy: Residential Commercial >C Industrial LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS CITY (please attach printout from Seminole County) STATE TITLE HOLDER (IF OTHER THAN OWNER) /(/, ADDRESS CITY BONDING COMPANY ADDRESS CITY A - STATE STATE PHONE NUMBER ZIP ZIP ZIP ARCHITECT ( iC &_6 / R.0'" Q1W' r7 -f ADDRESS Z S CITY `�}yYJ�I� STATE ZIP 13_3rao(_ MORTGAGE LENDER T ADDRESS CITY STATE ZIP CONTRACTOR k0_ PHONE NUMBER ADDRESS 7 s, A,0Z S ST. LICENSE NUMBER CITY 64*,y6blu STATE ZIP 33S/f **************************************************************************************** Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. c. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. H 1d Z + ;t rt 09/23/99 c. 1 `y�� cl� o a Signature of Owner/Agent & Date Sig ature of Contractor & Date ova < ` rn Timothy R. Puthoff- _ # � J�N rg ,A`,l 1�Yr ' ~ Z I Type or Print Owner/Agent Name Type or Print Contractor's Name Cl x 3 0 o Z m L7 p .� cd w gnature of Notary & Da e Signature of Notary Date W O (Official Seal) (Official Seal) p .`a y'r Este L OrsenO <? `fie. r,_, CouU:r, CC 621399 !;� *W— *My Commission CC702799 w F-Mn EXPNES f r0 t , 2001 . � Expires January 23. 2002 OF v�� ATLANTIC BONG ING CO., INC. �yipt 13%� ro a 3 + >n 0 0 GL E Application Approved BY: Date: F ire ter) �, rn "' z' n FEES: Building 2��6 Radon a . Police �� �c� m + v; ~i Open Space Road Impact Application VD- z�w? � r (0 441 o of PERMIT VALIDATION: CHECK CASH DATE j"y BY G�G4n' t7 C _V r I o 4 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMINJ�5- - ZIa E� _ **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE zoo CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: PERMIT #: cc - BUSINESS NAME: C �/ r ADDRESS: PHONE NUMBER: ( ) PLANS REVIEW ❑ TENT PERMIT ❑ BURN PERMIT ❑ REINSPECTION ❑ TANK PERMIT ❑ FIRE SYSTEM ❑ AMOUNT $_ 5© 00 COMMENTS: C r43- ZC� Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is _6 true and correct and that I will comply with all applicable codes and ordinances of the lorida. U t� Sanford Prevention ants gnature al. Component Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME —Central Florida Hospital ADDRESS: 1401 W. Seminole Blvd. OWNER: _Columbia HCA AGENT: Form 40OB-97 PERMITTING OFFICE: _Sanford CLIMATE ZONE: 5 PERMIT NO: W -/07!p JURISDICTION NO: 691500 BUILDING TYPE: _Institutional (Health) CONSTRUCTION CONDITION: Existing Building DESIGN COMPLETION: _Addition CONDITIONED FLOOR AREA: _24380 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 0 COMPLIANCE CALCULATION: METHOD B DESIGN ENVELOPE PERFORMANCE 76.15 OTHER ENVELOPE REQUIREMENTS LIGHTING INTERIOR LIGHTING 35860.00 EXTERIOR LIGHTING 2270.00 LIGHTING CONTROL REQUIREMENTS HVAC EQUIPMENT COOLING EQUIPMENT HEATING EQUIPMENT FAN SYSTEM REQUIREMENTS 1. Constant Volume 0.80 AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. With Insulated Roof 8.00 2. With Insulated Roof 8.00 REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS NUMBER OF ZONES: 2 CRITERIA RESULT 87.62 PASSES PASSES 35907.82 PASSES 8504.00 PASSES PASSES 0.80 PASSES 6.00 PASSES. 6.00 PASSES ---------------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby.certify-',•�hat-.the plans and Review of the plans and specifica- specifications 6ov`er'd by this calcu- tions covered by this calculation lation are in- ca'.rmp.11aance with the indicates compliance with the Florida Enerav Effie-l'ie-ncy Cgge� Florida Energy Efficiency Code. PREPARED BY: �} CmIC �e //e Before construction is completed, i DATE: /D !/ this building will be inspected for compliance in accordance with I hereby certify that this building is Section 553.908, Florida Statutes�n/ in compliance >Fr_",,da Energy BUILDING OFFICIAL: L)o lict .� fficiency DATE: rA ER/AGENT: E:: I'"hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT MECHANICAL: PLUMBING 2 2 ELECTRICAL: LIGHTING (*) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401------- GLAZING --ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) ------------------------ ---- ---- ---- -------------- ---------- South Commercial 0.55 0.54 0.66 None 472 Southwest Commercial 0.55 0.54 0.66 None 484 West Commercial 0.55 0.54 0.66 None 392 North Commercial 0.55 0.54 0.66 None 109 East Commercial 0.55 0.54 0.66 None 109 Total Glass Area in Zone 1 = 1566 401.------GLAZING--ZONE 2------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) ------------------------ ---- ---- ---- -------------- ---------- Adjacent Commercial 0.55 0.54 0.66 None 0 Total Glass Area in Zone 2 = 0 Total Glass Area = 1566 402------- WALLS --ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) ----------------------------------------- ----- ------- ----------- South 31-EIFS, 611FRAME 0.042 0 2862 South 31-EIFS, 611FRAME 0.042 0 930 Southwest 311EIFS, 611FRAME 0.042 0 960 West 311EIFS, 611FRAME 0.042 0 930 West 311EIFS, 611FRAME 0.042 0 1168 North 311EIFS, 611FRAME 0.042 0 190 East 311EIFS, 611FRAME 0.042 0 803 Total Wall Area in Zone 1 = 7842 402------- WALLS --ZONE 2------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) ----------------------------------------- ----- ------- ----------- Adjacent ""Ply/35/8"Mtl Std@24"oc/Rll/""G .13 11 5174 Total Wall Area in Zone 2 = 5174 Total Gross Wall Area = 13017 403.------DOORS--ZONE 1------------------------------------------------ --- Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- South 1-3/4 Solid Urethane foam core 0.20 56 South No doors 0.00 58 West 1-3/4 Solid Urethane foam core 0.20 28 West No doors 0.00 68 South No doors 0.00 68 Total Door Area in Zone 1 = 277 403.------DOORS--ZONE 2------------------------------------------------ --- Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- Adjacent No doors 0.00 0 Total Door Area in Zone 2 = 0 Total Door Area = 277 404.------ROOFS--ZONE 1------------------------------------------------ --- Type Color U Insul R Area(Sgft) ------------------------------------ ------ ----- ------- ---------- Built-up Gravel/2" ISO/Mtl Deck Light .065 14 19593 Total Roof Area in Zone 1 = 19593 404.------ROOFS--ZONE 2------------------------------------------------ --- Type Color U Insul R Area(Sgft) BAiltlup Gravel/2" ISO/Mtl Deck Light .065 14 7052 Total Roof Area in Zone 2 = 7052 Total Roof Area = 26645 405.------FLOORS-ZONE 1 ------------------------------------------------ Type Insul ------- R Area (Sgft) ---------- ------------------------------------------------ Slab on Grade/Insulated 5 19593 Total Floor Area in Zone 1 = 19593 405------- FLOORS -ZONE 2 ------------------------------------------------ Type Insul R Area(Sgft) ---------- ------------------------------------------------ Slab on Grade/Insulated ------- 5 7052 Total Floor Area in Zone 2 = 7052 Total Floor Area = 26645 406.------INFILTRATION -------------------------------------------------- CH Infiltration Criteria in 406.1.ABCD have been met. MECHANICAL SYSTEMS CHECK HVAC load sizing has been performed. (407.1.ABCD) 407.------COOLING SYSTEMS ----------------------------------------------- Type No Efficiency IPLV Tons ---------------------------- ------------- ------------------- 1. No Cooling System 0 0 0 0.00 2. No Cooling System 0 0 0 0.00 408.------HEATING SYSTEMS ----------------------------------------------- Type No Efficiency BTU/hr -------------------------------- --------------------------- 1. No Heating System 0 0 0 2. No Heating System 0 0 0 409.------VENTILATION --------------------------------------------------- ICHECK Ventilation Criteria in 409.1.ABCD have been met. 410.-----AIR DISTRIBUTION SYSTEM---------------------------------------- CHECK--------------------------------------------------------- Duct sizing and design have been performed. (410.1.ABCD) 1_1� AHU Type Duct Location R-value ---------------------------------------------------------------- 1. Constant Volume With Insulated Roof 8 2. Constant Volume With Insulated Roof 8 CHECK -------------------------------------------------------- ----- Testing and balancing will be performed. (410.1.ABCD) ✓ 411.-----PUMPS AND PIPING -ZONE ----------------------------------------- Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING SYSTEMS 411.-----PUMPS AND PIPING -ZONE 1-- Type R-value/in Diameter Thickness --------------------------------------------------- 411------ PUMPS AND PIPING -ZONE 2 --------------------------------------- Type R-value/in Diameter Thickness --------------------------------------------------- 412.-----WATER HEATING SYSTEMS -ZONE 1---------------------------------- Type Efficiency StandbyLoss InputRate Gallons ---------------------------------------------------------------- 412------ WATER HEATING SYSTEMS -ZONE 2---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413------ ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413.1.ABCD have been met. ✓ 414.-----MOTORS --------------------------------------------------- ----- --- Motor efficiencies in 414.1.ABCD have been met. 415.-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- ----------------- Lounge/Wai 1 Security (con ----------------- 0 On/Off --- ------ 14 8800 ---------- 5332 Dental Sui 1 Security (con 0 On/Off 30 15360 12448 Total Watts for Zone 1 = 24160 Total Area for Zone 1 = 17780 415------ LIGHTING SYSTEMS -ZONE 2--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- ----------------- Dental Sui 1 Security (con ----------------- 0 On/Off --- ------ 24 11700 ---------- 6600 Total Watts for Zone 2 = 11700 Total Area for Zone 2 = 6600 Total Watts = 35860 Total Area = 24380 CHECK Lighting criteria in 415.1.ABCD have been met. 16. Operation/maintenance manual will be provided to owner.(102.1)I ----------------------------------------------------------------------- �CJ� �13��t� . G R E S H A M S M I T H A N D P A R T N E R S F L O R I D A Letter of Transmittal Date July 8, 1999 GS&P Project No. 68057.00 To Bill Culbertson, Plans Examiner City of Sanford P.O.Box 1788 Sanford, FL 32772-1788 Subject Signed & Sealed Architectural Site Plan Central Florida Regional Hospital E.R. Addition & Renovation Sanford. Florida 0 LXI Attached ❑ Under Separate Cover Via UPS [IX Prints LJ Tracings/Plots j Specifications El Shop Drawings n Copy of Letter Samples Z ° ° ° w Ww 0 'o oo >„� Copies Y Date Description p o of N w ¢ W 00 S a c � 0 > Q 1 0 �<a a 7 V) a a W w Q < as 0 1 7/8/99 j One Signed and Sealed Architectural Site Plan- Missing from Set - x � I Approval Requested Additional Information: Copy LI Please Sign for Approval and Return By Signed _ Tamara Rice, Pr Je t anager If there are any questions regarding the above information, please contact this office. Please call with any questions. Tamara J. Rice 813-251-6838 30 Years Of Design Jeri ices F'or the Built Environment 712 South Oregon Avenue s Tampa, Florida s 33606 Phone: 8t3.251.68 38 s Fax: 8t3.2t-)1.8580 Firm Cert. Nos. AAP000034 / EB0003806 Central Florida Regional Hospital 1401 West Seminole Boulevard Sanford, FL 32771 407/321-4500 July 28, 1999 City of Sanford Building Department 300 N. Park Avenue Sanford, FL 32771 To Whom It May Concern: This letter is to inform the City of Sanford that Central Florida Regional Hospital recognizes Stephen Cantwell, Director of Plant Operations, as an authorized representative of the owner, Columbia / HCA Healthcare Corporation. As such, he is able to provide necessary signatures for issues relating to the proposed hospital expansion project that was recently submitted to your department for review. If you have any questions regarding this matter, please call me at x5877. Sincerely, Tim Puthoff Associate Administrator TP/mw A Part of Central Florida Healthcare System EN h FLORIDASTATE OF .�itiIIIIiIi AHCA AGENCY FOR HEALTH CARE ADMINISTRATION JEB BUSH, GOVERNOR July 14, 1999 Ms. Mari Lopez Columbia/HCA Healthcare Corporation 301 E. Los Olas Boulevard, 4th Floor Ft. Lauderdale, Florida 33301 RUBEN J. KINGSHAW, JR., DIRECTOR RE: Central Florida Regional Hospital E.D. Addition & Renovation Log No. H-420-M, Sub. No. 002 / CON No. Exempt.#9900018 Dear Ms. Lopez: Our review of the construction documents with plans and Project Manual Volumes 1 & 2, received on May 21, 1999, for the project referenced above has generated several technical comments which are enclosed. The deficiencies noted in the architectural, mechanical and electrical portion are so serious that we are unable to approve the project at this time. The most salient of these deficiencies are identified by an asterisk. Please revise the contract documents to conform with the requirements of the comments and resubmit the revised documents as soon as possible. Upon receipt of the documents, a second review will be made to ascertain the appropriateness of your revisions. Since all review time is charged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce the amount of the ultimate review fee. 1. Provide a transmittal letter, listing: a. The original review comment number; b. (Optional) Repeat the original comment; C. A word description of the revision; and d. The sheet or specifications page number (s) where correction (s) may be found. 2727 MAHAN DRIVE TALLAHASSEE, FL 32308 Ms. Mari Lopez July 14, 1999 Page Two RE: Central Florida Regional Hospital E.D. Addition & Renovation Log No. H-420-M, Sub. No. 002 / CON No. Exempt.#9900018 2. Because your resubmission constitutes a record public document, proper signing, sealing and dating by each design professional is required. Your response to the foregoing is expected to be returned to this office within 30 calendar days. If you have any questions regarding the foregoing, please contact this office prior to resubmission. Thank you for your cooperation. Sincerely, B au Chief, Plans andf onst ction T I: (850) 487-0713 / Fax: 0) 224 JRG/Dnc/rls JUGBB/MGA (H420M02L.DOC) Enclosure Copy to: Gresham Smith & Partners (Tampa) Gresham Smith & Partners (Nashville) Central Florida Regional Hospital Sanford City Building Department Central Florida Regional Hospital E.D. Addition & Renovation Log No. H-420-M, Sub. No. 002 / CON No. Exempt.#9900018 July 14, 1999 ARCHITECTURAL A-1 Sheet C0.0: Provide total number of parking spaces that will be demolished for new construction and document that the total number of spaces remaining is adequate to serve the public. A-2 Sheet A0.2: Identify all stairs on the plans by number. A-3* Sheet A0.2: Smoke compartment SCA is designed as a suite and exceeds 10,000 square feet. Provide a means to reduce the suite size to less than 10,000 square feet (NFPA 101 12-2.5.6). A-4* Sheet A0.2: Provide at least two exits within corridor ED 1.50 (between SCA and SC-2) without passing through intervening rooms. Corridor ED 1.50 shows one exit leading into SC-14 which is designed as a suite. A-5 Sheet A0.2: Eliminate the dead end passage in SCA leading from corridor 1.16 to SC-14 (between clean storage room and soil holding room). A-6* Provide a door schedule. A-7 Sheet A0.2: Clarify the rating of the wall between corridors 1.18 and 1.25 (between maintenance and patient education). Is this designed as a 2-hour fire or 2 hour fire/smoke wall? A-8 Sheet A0.2: Identify the solid colored circles located in the emergency waiting room and canopy. A-9 Sheet A0.2: Show a designation for fire extinguishers in the LEGEND. A-10 Sheet A0.2: Clarify the designation of passage 1.12. This passage is contiguous with the corridor system (connects to Corridor 1.16). A-11 Sheet A0.2: Provide a North Arrow. A-12 Sheet A0.2: Provide an exit sign on each side of cross -corridor doors located within a smoke barrier. A-13 Sheet A0.2: Provide a fire extinguisher cabinet in corridor 1.16 at the Intensive Care Unit. Page 1 of 7 Central Florida Regional Hospital E.D. Addition & Renovation Log No. H420-M, Sub. No. 002 / CON No. Exempt.#9900018 July 14, 1999 A-14* Sheet A0.2: In smoke compartments SCA, SC-13, and SC-14 coordinate and clarify the designations for passages and corridors. Passages are normally located within suites. A-15 Sheet A0.2: Provide double egress doors at Alcove 1.21 in Smoke Compartment SCA. A-16 Sheet A0.2: Provide double egress doors within the smoke barrier between SC-14 and SC-13. A-17 Sheet A0.2: Provide double egress doors at cross -corridor doors in SCA between "Cath" and "Mammo" rooms. A-18 Sheet A0.3: At First Floor Plan Phase 1, indicate area to which the staff locker rooms and restrooms will be temporarily relocated. A-19 Sheet A0.3: At First floor Plan Phase 1, clarify the meaning of "Alternate #1" called out at Phase 1 containing the triage and waiting room. A-20 Sheet A0.3: At First floor Plan, Phase 1, indicate a minimum of 6 feet clear width remaining in the corridor after the construction of the temporary construction wall. A-21 Sheet A0.3: At First floor Plan Phase II, indicate the location of the crash cart and stretcher storage area. A-22 Sheet A0.3: At First Floor Plan Phase II, indicate the location of the nearest drinking fountains and public phones designated for the waiting areas. A-23 Sheet A0.3: Clarify the difference in function between Waiting and Holding/Waiting. A-24 Sheet A0.3: At First Floor Plan Phase II, locate on the floor plan the fast track area referred to in note 'A'. A-25 Sheet A0.4: At First Floor Plan Phase III, provide a continuous hard surface to the public way from the exit door at the existing east corridor. Page 2 of 7 j Central Florida Regional Hospital E.D. Addition & Renovation Log No. H-420-M, Sub. No. 002 / CON No. Exempt.#9900018 July 14, 1999 A-26* Sheet A0.4: Provide a means to insure that the travel distance from Com. Room RD 1.16 does not exceed 200 feet to an exit (NFPA 101 12-2.6.2). A-27 Sheet A0.4: At First floor Plan Phase III, document that the egress capacity provided during this phase is adequate for the occupant load. A-28 Sheet A0.4: Locate the decontamination shower during Phase III. A-29 Sheet A0.4: Locate the crash cart during Phase III. A-30 Sheet A1.1 A: Provide a temporary construction wall beside men's locker room at the North/South corridor to prevent exiting throughout area to be demolished. A-31 Sheet A1.1 B: Provide documentation from the facility on how the ICU will remain functional during construction. A-32* Sheet A1.1 B: Describe how the occupied Intensive Care Unit will be adequately separated from the demolition to occur at this area. A-33 Sheet A2.3: Show location or description of secondary drainage system for roof (SBC 1604.6.2). A-34 Provide a letter from the facility indicating how the ICU will continue to function with minimum disruption to patients during demolition and renovation of this area. MECHANICAL AC-1 Locate the auxiliary drain drop for FC-99-1 out of the two -hour exit enclosure and into the maintenance shop. AC-2* Coordinate with architectural comment A-7. Provide fire smoke dampers as required. AC-3 Design Flouroscopy / Bronchoscopy for a negative relative pressure. AC-4 Design Scope Wash for a negative relative pressure and negative to Soiled Utility. Page 3 of 7 R A Central Florida Regional Hospital E.D. Addition & Renovation Log No. H-420-M, Sub. No. 002 / CON No. Exempt.#9900018 July 14, 1999 AC-5 The Equipment Plan does not define the type washer or sterilizer used in Scope Wash. If this room utilizes Glutaraldehyde for chemical sterilization, provide a low level exhaust not more than 12" above finished floor. The vapors for this cleaner are heavier than air and settle at floor level. AC-6* Provide fire dampers at Clean Storage as required. AC-7* The existing exhaust fan at Column lines 7 and L is to be rebalanced to 1080 CFM. There is no indication on the drawings of what this fan serves. Provide information if this fan is to used to maintain negative relative pressure during construction. AC-8 Provide information on EF-99-2A, and whether this fan runs continuously. AC-9 Exhaust fan EF-99-2C shall discharge 40 inches above the roof for chemical sterilization per SBCCI Mechanical Code Section 506.1. AC-10* Provide the complete air balance for the Dark Room in Area B at column lines 1 and C. Balance this room for a negative relative pressure to Mammography. AC-11 * Coordinate with architectural comment A-7. Provide fire smoke dampers as required. AC-12 The anteroom is shown balanced negative to the isolation room. Coordinate door arrangement for Isolation room with architectural. Locate sensor for pressure difference between anteroom and Isolation. AC-13* Balance Corridor 1.6 for a neutral relative pressure. Include air volumes for existing Cath Labs. AC-14* Balance out the outside air for all air handlers with the total exhaust volume of new and existing exhaust fans. MG-1 * Provide information on facility outages that may be required for Area A medical gas connections. MG-2 Provide a section in the specifications for the new vacuum pump. The drawing detail shows a triplex pump. Include a sequence of operation. Page 4 of 7 Central Florida Regional Hospital E.D. Addition & Renovation Log No. H-420-M, Sub. No. 002 / CON No. Exempt.#9900018 July 14, 1999 FIRE PROTECTION FP-1 Coordinate installation of sprinklers with exam lights throughout examination area. Provide concealed head sprinklers as required. ELECTRICAL E-1 Sheet E0.2: Connect the carbon dioxide monitor/alarm to the life safety branch. E-2 Sheet E0.2: Coordinate the power connection of ACC-99-1 with mechanical drawing M0.1 which shows it as a single point connection. E-3 Sheet E0.2: Connect the heating system serving the emergency room to the equipment branch. E-4 Sheet E1.1: Provide life safety egress lighting for the temporary public corridor. E-5 Sheet E1.1: Provide exterior egress lighting connected to the life safety branch for the temporary drop-off canopy and covered walkway. E-6 Sheet E1.1: Provide a fire alarm pull station at the temporary exit. E-7 Sheet E1.1: Provide audible and visual fire alarm devices in the temporary public corridor and waiting area. E-8 Sheet E1.1: Coordinate with Sheet A0.3 for the room designations. E-9 Sheet E1.1: Bond together the ground bus of panels XEC and XL1. E-10 Sheets E0.2 & E2.1.1: Provide restrike for the HID lighting connected to the life safety branch. E-11 Sheet E2.1.1: Provide a minimum_ of one footcandle of life safety lighting in Waiting ED 1.02. E-12 Sheets E2.1.1 & E2.2.1: Coordinate the exit light locations with the Life Safety Plan. Page 5 of 7 Central Florida Regional Hospital E.D. Addition & Renovation Log No. H-420-M, Sub. No. 002 / CON No. Exempt.#9900018 July 14, 1999 E-13* Sheet E2.1.2: Design the Radiology Room located in the Emergency Department as a critical care area. Revise the receptacle and circuit layout to comply with the requirement of 59A- 3.081(48)(d), F.A.C. E-14 Sheet E2.1.2: Provide grounding details for the MRI equipment including the interconnection with the distribution grounding system. Include the RF filters in the details. E-15* Sheets E2.1.2 & E2.2.2: Provide a raceway details for the MRI, Cath Lab and X-ray equipment interconnections. E-16 Sheets E2.1.2 & E2.2.2: For the X-Ray, Cath Lab and MRI equipment, provide the following: A. Redundant grounding for the patient care area via the raceway system. The equipment must be fastened to the raceway system or be bonded to the raceway system by the use of flexible metal conduit or bonding straps. B. Separate raceways or continuous barriers for the separation of inter -connecting cables per voltage rating and class. Power and Class 1 circuit wiring shall be routed totally separate from Class 2 and 3 circuit wiring. Provide a chart and or a wiring diagram with marked cables to facilitate verification of the requirement. This chart must be developed by the manufacturer's engineering department. E-17 Sheet E2.1.3: Provide smoke detector coverage in the Maintenance Room for protection of the fire alarm control panels. E-18 Sheet E2.1.3: Identify the branch circuits serving the fire alarm control panels. E-19 Sheet E2.1.3: Identify the location of the D.A.C.T. If it is not located at the PBX, provide a remote annunciator with an audible and visual trouble signal for loss of a telephone line and dialer failure at this location. E-20* Sheet E2.2.2: Design the Cath Lab as a critical care area. Revise the receptacle and circuit layout to comply with the requirement of 59A-3.081(48)(d), F.A.C. Page 6 of 7 Central Florida Regional Hospital E.D. Addition & Renovation Log No. H-420-M, Sub. No. 002 / CON No. Exempt.#9900018 July 14, 1999 E-21 Sheet E2.2.3: Provide a fire alarm pull station at the new east exit in Corridor CS 1.18. E-22 Sheet E2.2.3: Identify the fire alarm zone for S.I.C.U. E-23 Sheet E2.2.3: Corridor CS 1.16 is new south of Cath Lab #2 but shows existing fire alarm devices to remain. Clarify. E-24 Sheet E2.2.3: Since the fire alarm contacts in the detail for the doors are shown normally closed, provide supervision of the wiring or wire the relays in a failsafe manner. E-25* Sheet E7.1: Identify the faults at the transfer switch and mechanical equipment. E-26* Sheet E7.1: Document the fault values shown by submitting the short circuit calculations along with a copy of the letter from the utility company stating what the available fault current is at the secondary of the transformer. E-27 Sheet E7.1: Coordinate the feeder size for Transformer X1 with panel schedule NNH3. E-28 Sheet E7.1: Size the branch circuit breaker for RTU-99-2 in accordance with Section 430-52 of NFPA 70. E-29 Sheet E7.1: Submit a coordination study of the over -current devices for all new equipment and existing equipment located immediately upstream of the new equipment. The coordination study must be submitted and approved before final construction approval can be granted. E-30 Sheet E7.1: Include panels NNL3A and NECL313 in the panelboard bonding. H420M02C. DOC Page 7 of 7 CITE' OF SANFORD FIRE DEPARTMENT ` 1303 South French Avenue Sanford, Florida 32771 (407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Date: 6/21/1999 Business Address: Business Name: Central Florida Regional Ph. Occ. Chap. 12 Contractor: Wehs Constructors Ph. 813 654-6558 Reviewed [ ] Reviewed with comment [ ] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Ins ector C mbm u Plans on hold fqr Bldg review Bill, I have about comments and questions that need resolution. Some I think you can help me with after reviewing. Rather than reject out of pocket, could we meet together after you have had a chance to examine these yourself? Please page me at 400-6359,1 will be out and about most of the week. Thanks Bart I o Sanford, filo . rld P.O. Box 1788 • 32772-1788 d Telephone (407) 330-5673 Fax (407) 330-5679 Department of Engineering, Planning and Zoning September 13, 1999 Tim Puthoff Central Florida Regional Hospital 1401 West Seminole Boulevard Sanford, Florida 32771 Re: Tax Parcel No: 25-19-30-5AG-0117-0000 Dear Mr. Puthoff: On September 2, 1999, the Planning and Zoning Commission considered your request for approval of the Site Plan for Central Florida Regional Hospital, located at 1401 W. Seminole Blvd. The action of the Commission was to approve your request subject to final engineering plan approvaL After approval of the Engineering Plan by the Plans Review Committee, you may apply to the Building Department for a Site Development/Building Permit with the necessary information and fees. Please contact Robert Walter regarding any fu t4er engineering concerns. If I may be of further assistance, please do not hesitate to call. Very truly, 1�?�" qt Russ Gibson, AICP Land Development Coordinator mca �d• IZ�.� "The Friendly City" CITY OF SANFORD PERMIT APPLICATION Permit No.: 0 Date: Job Address: 1401 5 Ar.LrJ F, Permit Type: _�__ Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: r_�S�,p�\®��A� Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service _-Temporary Pole _New AMP Service (# of AMPS Plum bing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: Value of WorX 1'1 51 _ Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: Z S- 19 - 3o 6_/q G- — o 1 , -7 — po o b 1-1 lLf _ (Attach Proof of Ownership & Legal Description) Owner/Address/Phone:_►eAtrR I Fly. t ax.,, I"a (n rid i S 17.6 Contractor/Address/Phone: 1 yk044%c S-+S -;%0 � .kc G GL S 'DeAmlAtl. F State License Number: Contact Person: C? At•S�, VNAM 0 j Phone & Fax Number: 8(Q 7 We- 1 &00 3otL - 7 3G,1 0)0 Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: Phone No.: Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FUP.NA.'`SS, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMT?NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINY, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that. may be I ound in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner °of the property of the requirements of Florida Lien Law, FS 713. _ kJ' -IS -02- Signature o Owner/Agent Date 3n.� a ►���E t�- Print Owner/Agent's Name � L Si ature of Notary -State of Florida ate Je Esta L.Orseno My Commission DD069842 of,.dp Expires January 23 2006 Owner/Agent is _ _ Produced ID Personally Known to Me or Signature of ontractor/Agent Date int Contractor/Agent's Name vn664nn 3 ignature of Notary -Slate -of Florida Date JO ANN M. JORNSON 01FrlMY COMMISSION # CC 921808 ; EXPIRES: March 23,2004 Bonded Thru Budget Notary services Contractor/Agent is Personally Known to Me or / Produced ID PE.D C,1'V 6 W 2P 5 73//o APPLICATION APPROVED BY: _6 Special Conditions: et M-��I�'�, ca-���c� •�'•{,j,u,1�.� S�«.a.c� -�-- ��e. �y 3 . l i3 . i Date: 3 —oZ0 —O Z , 03/12/ 00 V 9047368010 Y` MORRIS SIGN COMPANY [HIS INSrRUM2tN� ►'c�Al� �x NAME 2i S/ SEMINOLE COU?V-ry A nDR. / .j� C�t7 SiY • ■uoasaws w►tvL c►�o►Ct Nff'ICE OF COMMENCEMENT PAGE 02 State of Florida County of Seminole Permit No_ Tax Folio No. (P1D)-)- 5 - ) `/ - "3 Q - S -::4 4 - o / 1 -7 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the foiling information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) ,"-101 4,�- OL t J t= o JL C> , t 7C . 3 2 -7 / e GENERAL DESCRIPTION OF IMPROVEMENT 'SI CTrJ OWNER INFORMAYLON Name and address ti GC c . 1 ~-4 0 � w � s -r^ ,�� C-..-� , ,.J o `� "3L ,s%a ►--� l �� � r- � . .� 2 7 .a: Interest in property (Fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE 11OLDER (IF OTHER THAN OWNER) CONTRACTOR / ame and address_ S S Of (( t 3 � S /�. '-- e7k —. <Z� 'O a'L C (>- r.J 0 , �- _ 3 z --7 2 SURETY (Bonding Company) Name and address 1-111if11111gmono Is111H018till11II110H IW1ills NARYANNE NORi4?F_ CLERK o, GIRCUIT COURT Amount of Hand SEMINOLE COUNTY BK 04354 PG 0177 LENDER Name and address CLERKI S # 2002847688 REBORM 101181W AN FEES 6.00 _............ By _. .,1c Persons within the State of Florida designated by Owner upon whom notice or other documents i ybeeo1se as provided by Section 713.13(i)(a)7., Florida Statutes: �A Name and address ul.0 SMi t�N C- O - .� In addition to himself, Owner designates L9Pn >�k�/ F� �•Oh� � i„ provided in Section 713(1)(b), Flonda S of receive a copy of the Lienor's Notice as Expiration Date of Notice of Commencement (The expiration date is k year from date of recording unless a dat is 3 odJe� 2l1 ,r),, �► EsteL.Orseno Swo to aqd xa cribed before me this —L--- Dwy oC , rC r(p My Commission Espiress _ MY Commission DD089842 No- t y P.M. orr` ry 23 2006 The me or who has acknowledged before me this day of., ---- b 2010Y by iLfy� (name of person acia►owleigod), who is personally known to (typ5 of identification) as incntificetion and who did/did not take an oath. LEGIBILITY UNSATISFAC-10-11 FOR SC-ANNING ZONE DATE CONTRACTOR ADDRESS PHONE # LOCATION . 0)1c OWNER ADDRESS > PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # ' ' ` �`�" ' n { ca MECHANICAL CONTRACTOR ADDRESS PHONE# MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (_—) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT # / ? - 4Q`9---- JOB `�-� x--► w-�'�` "' " COST $ L7, c 7 FEE $ STATE NO. FEE $ FEE $ FEE & LOT NO. BLOCK: SECTION: SQUARE FEET:���. -- MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE EPI: CITY OF SANFORD, FLORIDA - • � � — ��-�� _ �• � •_' APPLICATION FOR BUILDING PERMIT J PERMIT ADDRESS 1401 W. Seminole Blvd_, Sanford, FL 32771 PERMIT NUMBER q7—� Total Contract Price of Job $207,947.00 Total Sq. Ft. 2,013 Describe Work Renovation -Conversion of existing patient rooms to skilled nursing units �) Type of Construction SBC Type 2 NFPA Type 2-222 Flood Prone gloo (NO) Number of Stories NA Number of Dwellings NA Zoning jJA Occupancy: Residential Commercial XX Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 25-19-30-5AG-0117-0000 OWNER Central Florida Regional Hospital, Inc.PHONE NUMBER (407) 321-4500 ADDRESS 1401 W. Seminole Blvd, CITY Sanford STATE Florida ZIP 32771 TITLE HOLDER (IF OTHER THAN OWNER) NA ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY STATE ZIP ZIP ARCHITECT Gresham, Smith and Partners ADDRESS P_0_ Box 1625 CITY Nashville STATE TN ZIP 17202 MORTGAGE LENDER NA ADDRESS CITY STATE ZIP CONTRACTOR VdRLBRO Constructors, Inc. PHONE NUMBER (407) 869-0621 ADDRESS P.O. Box 160007 ST. LICENSE NUMBER CG C-009466 CITY Altamonte Springs STATE Florida ZIP 32716 **************************************************************************************** Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be and in the public records of this county, and there may be additional permits re red from other governmental entities such as water management districts, state gncies, or federal agencies. CCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL HE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. *********** ***** ********** :igna ig ture of Owner/Agent & Dat 1 STEPHEN CANTWELL Type or Print Owner/Agent Name THE OWNER OF THE PROPERTY OF ************** ****************�3 ro Zb 1< m o ro"rt, `° o PJ LLPerra-ctor & Dat 0, a � N N , GARY E. BROWN, Chief Executive Officer ~.< z' Type or Print Con ctor's Name t7 m, l�� 0 -- . n, Signature o Notary & Date Signature of Notary & Date d �' (Offi al Seal) (Official Seal) M{1ACELLA J AVANT got �,,, JUUAM E A BRBLET (COMMISSION # cc 54M pXpj s JIJN 19, * 7k My c«., W sio , CC341440 EM)1"w Jan. 11, 1998 ���►kf� ' r Bonded by ANB eoo esz saga A glNG CO. Application Approved BY�� �� ate •x Z �? �/ FEES: Building ff7� 6Radon Police _��/F-��� Fire '� U2 � Open Space RoadImpact Application W C 0 PERMIT VALIDATION: CHECK CASH DATE Z -1 -- BY _ 4J � a a ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) z° N **** THIS APPLICATION USED FOR WORK VALUED: $2500.00 OR MORE 0 ro n 0 a G C) co a G� CITY OF SANFORD, FLORIDA PERMIT NO- L — DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: /7 OWNER'S NAME C UIAIGIA MLA�c�4� lCal>•L�2 ADDRESS OF JOB 1+01 LO '5&_M1 "&_x —A &-A)Z>- PLUMBING CONTR. kAePLItRes. Comm. x _ Subject to rules and regulations of Sanford plumbing code. Residential: Number Amount Alteration, Addition, Repair New Residential: _ One Water Closet ! _ Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewerr _ Water Piping _ Gas Piping Factory -built housing Mobile Home Reinspection ,i k rcv r'�RLJ C_4T_7 A( IU — Minimum Commercial Permit: Total 3S— — )� Master Plumber COMPETENCY CARD NO. J✓ 22 3690 CITY OF SANFORD, FLORIDA PERMIT NO. "(_1 �: DATE I ,; ` ` THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME L-om"& % A M(:Z tc-A(- dewiryl ADDRESS OF JOB I4tot W, Sc-.'Ai zoca � _ MECHANICAL CONTR. HARPAZ RESIDENTIAL COMMERCIAL X Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK I Number II AMOUNT FUEL MOTOR H.P. B.T.U. INPUT OUTPUT VALUATION I S 9nD 11 L�D APPLICATION FEE �v TO S� ' Master Mechanical COMPETENCY CARD NO. l?.kC)(:) #ZS49 CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE : L"96 PERMIT #: ( 'Torc. BUSINESS NAME:,,, T�.y Z ADDRESS: IVO /a - PHONE NUMBER:( ) PLANS REVIEW 9 TENT PERMIT ❑ BURN PERMIT ❑ REINSPECTION ❑ TANK PERMIT ❑ FIRE SYSTEM ❑ AMOUNT $ p COMMENTS: Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Sarjford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. i 1� Sanford Fire even ion I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. mm �' �_o/�l�. since 1911 TO: City of Sanford Building Inspector's Office P.O. Box 1788 Sanford, Florida 32772-1788 Gentlemen: RE: Columbia Skilled Nursing We are herewith transmitting the following items: One (1) Each - Purpose of this transmittal is: Test and Balance Report 5401 Benchmark Lane Sanford, Florida 32773 Phone: 407/321-8100 Fag: 407/323-7007 DATE: 01-29-97 ATTN: Mr. Gary Winn x As Requested _ For Approval Yes Please return copies x Your Information _ Approved as Noted with your mark and/or comments Field Use ,_ Approved Submittal Data _ Correct & Resubmit _ Resubmittal Data ` Disapproved Very truly yours, HARPER MECHANICAL W) " "-., 'D Helen Davidson cc: 7513BB Project Control ZONE DATE �Q -(77 CONTRACTOR l`ll IsCJ Zk.t�`�.� (��5 ADDRESS PHONE # LOCATION J 1401 1A J OWNER > > �n-�► �a�GV� C (�/aL�� ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS () FINISHED FLOOR ELEVATION REQUIREMENTS () ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT• # qZ— 19 LOT NO. JOB BLOCK: 00 COST $ SECTION: SQUARE FEET: FEE $ MODEL: STATE NO. OCCUPANCY CLASS: FEE $ FEE $ FEE $ INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE:Ono FINAL DATE ® ��� CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS Total Contract Price of Job 0 1(co, obh 011 Describe Work 11154011ahon a ; Type of Construction Altmzzm Number of Stories Occupancy: Residential PERMIT NUMBER q� _ ` 33 Total Sq. Ft. ILM%72��JZ,%�}'J�/Q� Flood Prone (YES) (NO) er of twellings Zoning Commercial X` Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER _ ADDRESS CITY � TITLE HOLDER (IF OTHER THAN OWNER) Qwnn- ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY STATE ZIP ARCHITECT Fred, NI HVM,013rey g /¢ss 6 t/7O ADDRESS 36r92_ j/�lle CITY_ Q/►^%(fhdo. STATE t/4. ZIP MORTGAGE LENDER ADDRESS iiITY STATE ZIP -ONTRACTOR A% �/ ✓i5 C_CJ/7 I(C fD� /�JG PHONE NUMBER . (2-1 ADDRESS IaLl- v ST. LICENSE NUMBER 66C-010779' CITY orJQnelG STATE /(a, ZIP i Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. **************************************************************************************** E-9r H 'U ZI M G11-E,4/ /V(,4.Q� C�c / �sT�S b h 0 i e of Owner/Agent &Date ignat e of Contractor & Date M a ` �'jg'�natuu G- b/ COf C ~ ~ N Q) 4 J Ll / / "< Z u�— or Print w e /Ag t Name Typ Print Co r i s Name 0 5 i o4 /� r 'Y ly CV �` �.5 0 (D ro w Sigh of Notary & Date Signat re f tary Date �� o � a.Id.ea.1.J..e rt ,`4 ::Y •:f/g`, MARY L.MUSE MARY L MUSE MY COMMISSION # CC 470040 ' ,Aax,� "° MY COMMISSION N CC 470040 p EXPIRES: August 4,L1999 a= "EXPIRES: Aug*4,190 •a: Banded Thnu Notary Pubk fitam' Bonasd Thtu NoCuy Puft Undom t rofro, otea E r. Application Approved BY: Date: Z o FEES: Building �� Radon Police ire �� J� "i ~ Open Space Roac1r Impact /� Application c) En H c ° PERMIT VALIDATION: CHECK CASH DATE C BY iz a F ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE DATE: y 3 S! CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE A 407-322-4952 • PERMIT #: — l q3-21 BUSINESS NAME: C / 7 CS ADDRESS: /`/D/ St.•..,,�,e /Q ,�/v c� PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT ❑ BURN PERMIT ❑ REINSPECTION ❑ TANK PERMIT ❑ FIRE SYSTEM ❑ AMOUNT $ a cS • COMMENTS: �e,�r�/ ;�lre �.�7•0., �/O�o S9 �/ Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above / information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford r Prevention ppli nts Signature 5 �j I_ DEVELOPMENT FEE..WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: Co/1/3r.9 /`7--orc9c G��7�e - �IYPL/tQ9�Prc CH'91'7Be25 Date: `//2 5rh 7 Owner/Contact Person: Phone: Ac�r3rPGS : � oJPi7f Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection (individual connections or central water meter & common sewer tap) : Water Meter Size (3/411, 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings.: Number of Fixture Units (each building): Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.). REMARKS: CONNECTION FEE CALCULATION: C 0 /17 /`i 4 k-rS7rN6 j yAC =/l7S Name - Signature - Date REVISED `3/20/96 1) Water System Impact Fees Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - $650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. $487.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 75% - 225 GPD of the water and sewer service of an average single family unit.) Commercial - $650/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (2) fixture units. 2 For projects having more than twenty (20) fixture units the Impact Fee will be determined by increments of 251 based on multiples of five (5) I fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - $1700 Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. $1275/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption/estimation that such family units on average require 751 of water and sewer service of an average single family unit.) Commercial - Industrial - Institutional $1700/ERU - Fixture unit schedule from Southern. Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixture units. Z For projects having more than twenty (20) fixture units the Impact Fee will be increments of 25% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) 3. Water Meter Connection Fees WATER METER SIZE FEES 3/4- $ 130. 1. 210. 1-1/2- 400. 2- 500. 3- 2,900. or they install 4- 4,400. or they install 6- 7,520. or they install 4. Sewer Connection Fee Standard 4- Residential Connection - $260. Non-standard connection - TO BE DETERMINED NOTE: ANY WATER OR SEWER TAP WORK THAT REQUIRES ANY STREET CUT OR TUNNELING OF THE PAVEMENT WILL BE AN ADDITIONAL $250 FOR EACH SUCH TAP. Type of Fixture or Group of Fixtures Fixture Unit Value Automatic clothes washer (2" standpipe) 3 Bathroom group consisting of a water closet, lavatory & bathtub or shower stall: Tank water closet 61 Flush valve water closet g Batht.ub (.with or without overhead shower) 2 Bidet 3' Combination sink -and -tray w/food waste grinder 4 Combination sink -and -tray w/one 1-1/2" trap 3 Combination sink -and -tray w/separate 1-1/2" trap 3 Dental unit or cuspidor 1 Dental Lavatory 1 Drinking fountain 1/2 Dishwasher, domestic 2 Floor drains w/2" waste 3 Kitchen sink, domestic w/one.1-1/2" trap 2 Kitchen sink, w/food waste grinder 3, Kitchen sink, w/food waste grinder & dishwasher 1-1/2" trap 5 Kitchen sink, domestic w/dishwasher 1-1/2" trap 4 Lavatory w/1-1/4" waste 1 w/1-1/2" waste 2 Laundry tray .(1 or;.2 compartments) 2 Shower stall, domestic 2 Showers (group) per head 3 Sinks: Surgeons 3 Flushing rim (with valve) g Service (trap.standard) 3 Service (P trap) 2 Pot, scullery, etc. 4 Urinal, pedestal, syphon jet blowout g Urinal, wall lip 4 Urinal, stall, washout 4 Urinal trough (each 6' section) 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, private (tank operation) 4 Water closet, public (valve operation) g Fixtures not listed above: Trap size 1-1/4" or less 1 Trap size 1-1/2" 2 Trap size 2" 2 WIS763 3 x 1 Trap size 1-1/2" 4 Trap size 3" 5 Trap size 4" 6 Reference: Standard Plumbing Code, Table 1304.1 page 13-4 and Table 1304.2 page 13-5. 20 BALANCING, INC. ...........:. �o YOUR KEY TO COMFORT BAY TO BAY BAL.A-lNGJN-C P. O. BOX 82559 TAMPA, FLORIDA 33682-2559 (813) 949-6580 (813) 949-8725 (813) 949-3152 FAX NO. (813) 949-3831 TEST AND BALANCE REPORT PROJECT: COLUMBIA HOSPITAL - WEST WING 2ND FLOOR JOB ADDRESS: 1401 WEST SEMINOLE BLVD., SANFORD CONTRACTOR: HARPER MECHANICAL ENGINEER: GRESHAM, SMITH AND PARTNERS ARC 1.11EXT: GRESHAM, SMITH AND PARTNERS THIS SYSTEM HAS BEEN BALANCED IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS, AND THE TEST RESULTS ARE RECORDED HEREIN. TO ASSURE VALIDITY THIS REPORT HAS BEEN STAMPED WITH A BAY TO BAY BALANCING, INC. CORI'ORATE SEAL ON THE REPORT NOTES PAGE. BY: J. LEMUS & K. HICKS DAZE: 01 / 15/97 APPROVED: Iu Bay To Bay Balancing Inc. • This is wt original doannen, r • '.(;eULU-MIAz110 UAL -'_EST WING 2ND FL. DATE: 01 / 15/97 PAGE: 1 OF: 3 Tl 11: FOLLOWING ABBREVIATIONS ARE USED IN OUR REPORTS. THEY MAY OR MAY NOT BE Al'I'LICABLE TO THIS REPORT. INA. - INACCESSIBLE N.I. - NOT INSTALLED N.L. - NOT LISTED N.R. - NOT READABLE N.S. - NOT SPECIFIED NO TEST SITE - BASED ON THE STANDARDS FOR TEST AND BALANCE OF NEBB AND AABC THERE IS NO ADEQUATE LENGTH OF STRAIGHT DUCTWORK TO PERFORM THE TEST. SPECIFIC NOTES AIR BALANCE SCHEDULE (PER ROOM) DESIGN ACTUAL RM.#02-0108 +895 +875 RM402-0109 -690 -715 -280 -270 -75 -105 RM402-0116 +100 +110 -175 -170 -75 -60 RM.#02-0112 +75 +80 -150 -150 -75 -70 RM102-0113 +210 +230 -285 -285 -75 -55 I M. # TOILET -75 -75 (SUPPLY) (RETURN) (EXHAUST) (SUPPLY) (EXHAUST) (SUPPLY) (EXHAUST) (SUPPLY) (EXHAUST) NOTE: THIS IS A BALANCE OF ONLY A SMALL PART OF A LARGER EXISTING SYSTEM. THIS APPLIES TO SUPPLY AND RETURN AS WELL AS THE EXHAUST. Bay To Bay Balancing, Inc. Reportunvalid mdess stamped with Corporate Seal and contains 3 pages Bay To Bay Balancing, Inc. • This is ann origuml document DATE: 01 / 15/97 PAGE: 2 OF: 3 PROJECT: COLUMBIA HOSPITAL -WEST WING 2ND FLOOR w SYSTEM: VAV-1 - VAV-6 SUPPLY & RETURN (PARTIAL EXISTING SYSTEM) AIR DISTRIBUTION SHEET TERMINAL NUMBER ROOM NIJM13EIZ TERMINAL FACTOR DESIGN TEST - FPM OR CFM FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM SUPPLY VAV-1 l 02-0108 CD 10"0 FLOW HOOD 225 285 240 240 VAV-2 2 02-0108 CD 10t10 FLOW HOOD 225 350 215 215 VAV-3 3 02-0108 CD 10"0 FLOW HOOD 225 185 215 215 VAV-4 4 02-0108 CD 10"0 FLOW HOOD: 220 200 205 1 205 VAV-5 5 02-0116 CD 6"0 FLOW HOOD 100 185 110 110 6 02-0112 CD 6010 FLOW HOOD 75 140 80 80 175 325 190 190 VAV-6 7 02-0113 CD 8"0 FLOW HOOD 210 235 230 230 1280 1580 1295 1295 RETURN 1 02-0108 RG 24"x24" FLOW HOOD 690 715 715 REMARKS: Bay To Bey BalattcinfL Inc. - This is nn oriyj"al document 4 1 DATE: 01 / 15/97 PAGE: 3 OF: 3 PROJECT: COLUMBIA HOSPITAL -WEST WING 2ND FLOOR SYSTEM: EXHAUST (PARTIAL EXISTING SYSTEM) AIR DISTRIBUTION SHEET TERMINAL NUMBER RUOM NUMBER TERMINAL FACTOR DESIGN TEST - FPM OR CFM FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 "PEST 3 FPM CFM EXI IAUST 1 02-0108 EG 10"0 FLOW HOOD 205 210 195 195 2 02-0109 EG 6" O FLOW HOOD 75 25 75 75 3 02-0116 EG 8" 0 FLOW HOOD 175 150 170 170 4 02-0112 EG 8110 FLOW HOOD 150 290 150 150 5 02-0113 EG 10"0 FLOW HOOD 285 75 285 285 6 TOILET EG 6"0 FLOW HOOD 75 140 75 75 965 890 950 950 REMARKS: Ray To Bay Balancing, Inc. - This is an original docammil --. � _ f� ��,� �. �. _� ,.. ,. „_ �- ,_ �_ �_ . �� �_ � _, .. r. � � �, .. , .�,� -. _. _ � � _, _. �_ y� _ � � `: ;. _. �- ,_ x _. � �. �, -, . „� ,. � . �� - ,, ,. State Headquarters Post Office Box 1628 Sanford, FL 32772 (407)330-9600 FAX: (407) 330-1345 Bay Area P.O. Box 2105 Largo, FL 33779-2105 (813) 535-1746, Ext. 204 FAX: (813) 539-8955 Central Florida 3706 Sanford Avenue Sanford, FL 32773 (407) 330-9600 FAX: (407) 330-0407 Daytona Beach P.O. Box 265399 Daytona Beach, FL 32126 (904)253-3918 FAX: (904) 253-4202 DeLand 217 North Stone Street DeLand, FL 32720 (904) 738-3881 FAX: (904) 736-5661 Pensacola 9510 Chandler Street Pensacola, FL 32534 (904)478-6180 FAX: (904) 477-7012 South Florida 13601 S.W. 26th Street Davie, FL 33325 (954)476-0809 FAX: (954) 476-1455 r -Southwest Florida 5646 Seventh Avenue Ft. Myers, FL 33907 (941)275-1974 FAX: (941) 275-1975 TCMIE Post Office Box 951725 Lake Mary, FL 32795 (407)330-9600 FAX: (407) 330-0407 West Florida - Bonifay Route 4, Box 380-B Bonifay, FL 32425 (904) 547-9011 FAX: (904) 547-2566 AW "L O Wyn. "MOO". "*COAL ACCOUV t 7&syrn69I of mLv Teen C.71hallenge of Florida Helping Youth, Adults and Families August 20, 1997 Robert A. Harris, A.I.A. 1150 Louisiana Ave., Ste. 94 Winter Park, FL 32789 Dear Robert, The City of Sanford returned this letter to Teen Challenge, requesting that put your seal on it. Would you please do this, and return to the City of Sanford. Thank you so much. SincereI Betty Nichols Administrative Assistant 1212 West 29th Street • Orlando, Florida 32805 • (407) 849-1212 FAX (407) 839-4068 May 13, 1997 City of Sanford Building Department Sanford, FL 32772 To Whom It May Concern: Please consider this letter as authorization for Mary Ellen Estes to sign on my behalf to obtain the building permit for the following project: Hyperbaric Suite - Columbia Medical.Center, Sanford 1401 W. Seminole Blvd., Sanford, FL 32772 Your cooperation and assistance in this matter will be greatly appreciated. Very truly yours, 4, wkj�� H. Ward Davis, President The foregoing: instrument was acknowledged before me this 13th day of May 199 7 by H. Ward Davis, President of H.W. Davis Construction, Inc., a Florida Corporation, on behalf of said Corporation. He is personally known to me did not to an oath. `\ / (Seal) •�.. ��„ Notary Public, State of Florida My Commission Expires CAROL S. HALLABRIN += MY COMMISSION # CC4755M EXPIRES s a + r do September 5,1%9 rA F LOHIDA ? �FpFF? BONDED THRUTROYFAIN INSURANCE, INC . paitmen�f .usiness nd� e s bnal�Aulation��"5=�� t �' ' C f � • b 0 N S D S R Y rage .J r�AA�'_ ... M 06/,12/1,996 ,95,90294'9�� CG � C0j107.,�5,' �•a_ ' �'f { The .GENERAL CONTRACTOR NamedSeiow IS EERTIF3ED Under the prorisions ot�ha r .489 + FS J ,} Eiplration date: AUG . 31 , 1998 R.W. DAVIS CONSTRUCTION Q 002 To Whom It May Concern: Please consider this letter as authorization for Mary Ellen Estes to sign on my behalf to obtain the building permit for the following project: Hyperbaric Suite Columbia Medical Center - Sanford 1401 W. Seminole Blvd. Sanford, FL Your cooperation and assistance in this matter will be greatly appreciated. Very truly yours, Steve Cantwell, Engineering Dept. The foregoing instrument was acknowledged before me this °� day of May , 1997. i�Q„/"�w ��1��-�#- wry' of by Columbia Medical Center - Sanford on behalf of said Corporation. He is personally known to me and did not take an oath. N PtPublic, State of Florida ( My Commission Expires: ?o,$AV v i ESTA L ORSENO ,� My Cortunission CC341883 Expires Jan 23. 19W Bonded by +lA� OF R 1 SOO-M 1555 i i = ZONE SUBDIVISION: DATE " PERMIT " `� CONTRACTOR # /Cf LOT :NO. ADDRESS (�✓/(�4'iOn/��� JO B CK: PHONE # _ rl�-�- Q % COST $ SECTION: LOCATION SQUARE FEET:QL)C� OWNER /� 1 ( /- % /ti FEE MODEL: ADDRESS O/ STATE NO. `�3U OCCUPANCY CLASS:C/Y) PHONE- i U Z�q PLUMBING CONTRACTOR �G FEE $ ADDRESS PHONE:# ELECTRICAL CONTRACTOR. FEE $ ADDRESS PHONE# (� `I MECHANICAL CONTRACTOR / r Cy- i L Ic FEEr wv t ADDRESS PHONE MISCELLANEOUS CONTRACTOR FEE $ ENERGY SECT. EPI: E ADDRESS s SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS CERTIFICATE OF OCCUPANCY ARCHITECTURAL APPROVAL DATE: ISSUED # DATE: _ g FINAL DATEl 1 a s CITY OF SANFORD, FLORIDA APPLICATION FOR•BUILDING PERMIT ca H b U 0 a 0 PERMIT ADDRESS / (�/ ���� ��-i/(JC PERMIT NUMBER Total Contract Price of Job 71 ` 3 Total Sri Ft Describe Work Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial x Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER v5' 9 ! l 9 % 7 215 OWNER _ ADDRESS CITY TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE PHONE NUMBER ZIP ZIP ZIP STATE ZIP CONTRACTOR ,yam CA v s lfor y Y-,e .t') � , f. �� PHONE NUMBER "O �C7 ADDRESS [ o �,, ���� �� ST. LICENSE NUMBER _2 V CITY �f�pD STATE rl ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction` and zoning. A COPY OF THE RECORDED COPY OF THE.NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH„ YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or.federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I, WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. "G (D O 'O N rr 9 7 S ;2? T' m 0 a. o n ig ature of Owner/Agent & Da $ Sig- ure of Con/tr�actor & Date °"a T e or Print Owner/Agent Name rT or Print Contractor's Name a a Signature of Notary &.Date Signature of Notary &./Datetj � •L� °f alRFRAPII r7v ARL` f� R LEY NOTARY PUBLIC, STATE OF FLORIDA N NOTARY PUBLIC, STATE OF FLORIDA 0 ' a MY;COMMISSION # CC476424 MY COMMISSION # CC476424 w 3EXPIRES: June 26, 1999 EXPIRES: June 26, 1999 b 0 •� o p a <. Application Appro BY. Date: fed FEES: Building / � — Radon Police ire (D '-' Open Space Road Impact Applications a m w 'c 0 la4 O PERMIT VALIDATION: CHECK CASH DATE BY ro (n o zw 04 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE CITY OF SANFORD FI.RE.DEPARTMENT FEES FOR SERVICES PHONE 11: 407-322-4952 DATE: BUSINESS ADDRESS: PHONE NUMBER:( ) PERMIT # : g4 - /'& PLANS REVIEW BURN PERMIT TANK PERMIT COMMENTS:r-- TENT PERMIT ❑ REINSPECTION ❑ FIRE SYSTEM AMOUNT $ ❑ ❑ ❑ Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any furtthey ervices can take place. (� I certify that the above information is true and correct and that I will l comply with all applicable Sanford 1G i1GVGl1l1V- codes and ordinances of the Cit o anf r •rida. p icants Signatu e I F:7-21 CFRH r-lATERIEL MHGT 4 407 2739 1439*1 t 10. 45 IPC12 0 n NOTICE OF AD VALOREM TA%(E`S,ANI? 10ONAD t ALf)AFM A5SCS$MElYT5 7 •O000 o I o p 0.230 32771 o8 z o o66o- 2 CAR - RT SORT R808 L FLA REGIONAL HOSP .INC L> G ALL ELKS :lN &.�N TR 17 W SEMINOLE BLVD- 1N a 2N TR 18 & ALL VACC STS BET FORD FL 32711 & ALL VACD ALLEY ADJ ON N & N 16 FT VACD ST ADJ ON S L E 1/2 VACQ ST ADJ ON W OF BLK 2N TR 18 ELKS I & IN TR 19 & ALL VACD ST (SCE TAX ROLL FOR CONTINUATION) -2- Y CITY OF SANF'ORD, FLORIDA PERMIT NO. ` '' %S DATE. 7-2 9 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: 1 OWNER'S NAME Q� .-.�r�.&_ G l Gt , y eft to->icd 47o s {�, Inc. I I ADDRESS OF JOB_ O — �___✓_t ��t V , MECHANICAL CONTR.—_l._ '� t_ � �►_ -)r QOIL � Fn9' rle' 1 RESIDENTIAL__...___ —.. _ COMMERCIAL— L:f:f Subjecf fo rules and regulafions of Sanford mechanical code. �_— NATURE OF WORK I cce5n"r t I I Number i AMOUNT FUEL -------------- I MOTOR H.P. -- —----------- -- � I I - --- --- - -- -. -- -- --- I I INPUT—_-- _—.OUTPUT_— VALUATION--��j car /(%------------GaQ d, I _ APPLICATION FEE --------- 1o0e NOTE: MINIMUM PERMIT FEE 11.60 TOTAL 10 Cis Mastar Mechanical N COMPETENCY CARD NOCXC,cal 7 4-94, 1 y CITY OF SANFORD, FLORIDA PERMIT NO 9��r7b4DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: r / j OWNER'S NAME Ce—. ".a / ( ADDRESS OF JOB Z%�Y P Se"'_"I' P/'J nn t PLUMBING CONTR. X J -- 0''_ Res. _ Comm. Subject to rules and regulations of Sanford plumbing code. Residential: I Numb.r Alteration, Addition, Repair I A oust New Residential: One Water Closet I _ Additional Water Closet _ — Commercial: Fixtures. Floor Drain, Trap ---- v y d Sewerr - 0 Water Piping .3 00 Gas Piping Factory -built housing Mobile Home Application Fee Minimum Commercial Permit: $25.00 Tool r Mastor Plumber COMPETENCY CARD NOLr-6d2J ;77 CITY OF SANFORD FIRE.DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: /S > 'j PERMIT #:q(9�102 BUSINESS NAMEJiq. f2�,m4.a, ADDRESS: PHONE NUMBER:( ) PLANS REVIEW ❑ TENT PERMIT ❑ BURN PERMIT ❑ REINSPECTION ❑ TANK PERMIT ❑ FIRE SYSTEM A AMOUNT $ COMMENTS: W/ Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford irf frevention Applicants S nature ZONE DATE i -� £I �r CONTRACTOR ADDRESS lt—' ¥, PHONE # r LOCATION Z� ✓� / 1i OWNER E ADDRESS PHONE # PLUMBING CONTRACTOR a ADDRESS PHONE # ELECTRICAL CONTRACTOR4 l PCI r'Cc/ - I din ADDRESS PHONE # 0 (� MECHANICAL CONTRACTOR lv ADDRESS � PHONE # MISCELLANEOUS CONTRACTOR I ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) 1 P;.S`NISHED' FLOOR ELEVATION REQUIREMENTS tECTURAL`.AP'PROVAL. T , DATE: _ d�sc� SUBDIVISION: PERMIT # (4 / V LOT NO. Veo�� OCK: / SECTION: COST $ </�(�� SQUARE FEET:�S FEE MODEL: STATE NO. OCCUPANCY CLASS:1/ FEE $ FEE $i AlJ FEE $ U INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE EPI: 1 4 /I CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS CJ PERMIT NUMBER b 4-1 cu 7 b 0 �1 a Z 0 Total Contract Price of Job Total Sq. Ft. Describe Work " �- 1 Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 5g --19,7jg 7-? .s' OWNER �� �� f2BCC /��d� PHONE NUMBER _72/-yro4 SY.26 ADDRESS tc. CITY _.�-�jr- fa.�L1 STATE ZIPQr'7�/ TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY STATE ZIP ARCHITECT C- ADDRESS 7/ 7 49RA= CITY ,¢ STATE / ZIP &,?04 MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR �. PHONE NUMBER ADDRESS /'O ST. LICENSE NUMBER i� r CITY STATE ZIP **************************************************************************************** Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEE14 ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. "NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. /) 7 �Contra�ctor�at��& D m n rt a Si ature of Owner/Agent & Date nature of D 0 o n a 'C En T e or Print Owner/Agent Name Ty e or Print Contractor's Name x 3 0 (D £ ro iSi N Signature of Notary Date ~' L Eok FF11 LEY F ARdr��I��,� fr NoraR��J�tFc�srA�rEOF F�I��IBLEY I FLORIDA MY COMMISSION NOTARY PUBLIC, STATE OF FLORIDA fi it CC476424 MY COMMISSION # CC476424 EXPIRES: June 26, 1999 EXPIRES: June 26, 1999 �i c — a 3 0 .-1 H Vl r-I ro w >. a 0 ►, 0 ro N a) �1 a o N >4 Z a N Application Approved BY v FEES: Building -- Open Space PERMIT VALIDATION: CHECK � o 1 a 01 Date: A / cci on Police Fire S rim ad Impact Application' H CASH DATE BY t7 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) �1 • **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE `" CITY OF SANFORD. FLORIDA PERMIT NO- 9 C_ 2 1- DATE —Z-2-2 :THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME(iell,, MFice, ADDRESS OF MECHANICAL CONTRTTe-G 5/ 0-A 00-4 - PAQ, 17;1 C, RESIDENTIAL_. --COMMERCIAL— Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK Vlu_� PA htyCam . I Number i AMOUNT I FUEL MOTOR H.P. B.T.U_ INPUT_ _OUTPUT— VALUATIO 0 :3 (3� APPLICATION FEE NOTE: MI HAUM PERMIT FEE $1.50 TOTAL Master Mechanical COMPETENCY CARD No.CAC'Of 7 -144 CITY OF SANFORD FIRE --DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: /© a PERMIT #: 9 BUSINESS NAME:&—O—%IJ,,,, „o/p '�&IL/W-1 ADDRESS : Cg„ r,s) F115k /k quo, z a a PHONE NUMBER: PLANS REVIEW D� TENT PERMIT ❑ BURN PERMIT ❑ REINSPECTION ❑ TANK PERMIT ❑ FIRE SYSTEM ❑ AMOUNT $ 7J �� COMMENTS:f- Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. l Sanford F�V Prevention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the Cit of Sa d Florida. pl cants Signature 04/11/1996 15:53 4078391491 ARGUS E� PAGE 01 CITY OF SANFORD BUILDING DEPARTMENT ATTN: MR. GARY WINN PO BOX 1788 SANFORD, FL. 32772 Fax # 330-5677 APRI L 11, 1996 Dear Mr. Winn; REEMOdw� ARGUS CONSTRU RS OF MID-FLORIDA INC. We are in possession of a Permit # 96-74 and it is about to expire. This permit was issued on October 11, 1995. Pursuant to our conversation with Ms. Mary Muss we desire to renew this permit to keep it up to date. Thank you for your attention. Sincerely r Dennis A. Collins P.Q. BOX 561222 - ORLANDO, FLORIDA 32856 9 TELEPHONE (407) 841-0692 - FAX (407) 839-1491 - CGC 032883 /1A5Cop CITY OF SIFORDr FLORIDA PERMIT NO. 9 (G ) �dq_ DATE 8 - 2 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK - OWNER'S NAME 4CW I )2A L fq-W- DA e66_jLQILI,I L J.-6f' ADDRESS OF JOB ►�/JL+- GL-V ELEC. CONTR.A9 r:: > T(G Residential Non-residential X Subject to rules and regulations of the city and national electric codes. Number AMOUNT ' Alteration Addition Repair I Chan f Service Residential Commercial I Mobile Home I Factory Built Housing New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp and above New Commercial p ervice Application Fee TOTAL By signing this application I am stating I will be in compliance with the NEC including Article 110. Section 110-9 and 110-10. ui d' i i Master ectrician STATE COMPETENCY NO. n POWER OF ATTORNEY ELECTRICAL PERMITS STATE OF FLOR.IDA) COUNTY OF SEMINOLE) ss: DATE: KNOW ALL MEN BY THESE PRESENTS ROBERT B. ROSE, of R & R Electrical Design and Contracting, Inc., Longwood, Florida does hereby nominate constitute and appoint Ba L- P1E5�2Gr_— his true and lawful attorney in fact, for -the purposes of procuring an Electrical Permit for: Address: The attorney in fact is to have full authority to deliver applications for permits and other such documents as are usually and reasonably necessary to obtain said electrical permits and to receive said permit for the purpose of -transmittal to the job site, but is to have no further authority of duty with respect to said electrical permit. Before me, the undersigned, personally appeared, Robert B. Rose known to me and known by me to be the person who signed the foregoing Power of Attorney and who acknowledged to and before me that he executed the same freely and voluntarily and for the purpose therein set forth. WITNESS my hand and official seal this 19 Notary Publ1i tate ofl� ri a at large Print Naive: � My commission expires: C< "OFFICIAl, NCT'`RYSEAL" s •.rntr. !' .yan '�. NoRary Yubiic, Stc,e ek'! lnri ]a t ccrnrniasicc: No. CC239.2187 w t N!y Comrr:iss.o:: r.xrires I01228/96 < B.dedThrough FiaiQctary crdcc & B')nding Co. �< 1-8&-3-NOTARY 577)»77JJJ7JJ)))JJ)J7J))J7)J77>J)))))JJJJ)7)J)J7 day of RE oRT j fO/ o), 81, I ©q - r Consulting Engineers HVAC Nq Clean Doom Systems �l Associated Air Balance Council W TEST & BALANCE CORPORATION of ORLANDO JOB NAME: CFRH - CATH LAB JOB NUMBER: 96050 DATE: AUGUST 5, 1996 CUSTOMER: PRECISION A/C ENGINEERING ARCHITECT: GRESHAM SMITH & PARTNERS ENGINEER: GRESHAM SMITH & PARTNERS AdElk �®EEP� National Member of the ASSOCIATED AIR BALANCE COUNCIL SINCE 1969 Conditions for Testing The values stated in this report are correct as of the date on which the test was conducted and within the limits of field test error. Modifications of the system tested, changes in the systems internal or external load conditions, adjustments of any control devices, or lack of proper system maintenance will materially affect the reported test results. Certification It is hereby certified that Test and Balance Corporation has balanced the system pursuant to project specifications and design criteria for the system. The testing and balancing has been performed following applicable procedures of the Associated Air Balance Council and results of the test which have been performed are accurately reported herein subject to the above stated conditions. CERTIFICATION NO: 78 BY: DATE: Test and Balance Corporation of Orlando Box 140722 - Orlando, Florida 32814 Office (407) 894-8181 Fax (407) 895-0621 TEST AN® UALA®ICE ccurcuATICN p.C. DCX 14C722 CRL.ANDC, LLMDA 32S14 4C7494-SIS1 AUGUST 5, 1996 PRECISION A/C ENGINEERING 5643 CARDER RD. ORLANDO, FL 32810 RE: CFRH - CATH LAB JOB No, 96050 GENTLEMEN: . WHERE A "C" APPEARS IN THE K-FACTOR COLUMN, A CALIBRATED CONE READING DIRECTLY IN CFM WAS USED TO BALANCE THE SYSTEM. THE EXISTING AIR HANDLING UNIT, RTAC-1, SERVING THE CATH LAB AREA IS APPROXIMATELY 10% BELOW THE REQUIRED AIRFLOW THE RPM ON THE SUPPLY AND RETURN FANS WERE INCREASED 10%, HOWEVER, THERE WAS NO MEASURABLE INCREASE IN AIRFLOW, IF YOU HAVE ANY QUESTIONS, OR IF WE CAN BE OF FURTHER ASSISTANCE, PLEASE CALL, TOM CARY TEST & BALANCE CORPORATION OF ORLANDO QQ;® ASSOCIATED AIR BALANCE COUNCIL JOB NAME: CFRH - CATH LAB DATE: 8-4-96 SYSTEM RTAC-1 AREA SERVED SUPPLY OPENING K FACTOR REQUIRED PRELIMINARY FINAL NO. SIZE VEL CFM VEL CFM VEL CFM VEL CFM FILM STORAGE 1-011 1 6"0 C -- 75 k 135 k 65 -- 70 DARK ROOM 1-Old 2 8"0 C -- 125 -- 135 -- 115 -- 1.15 SOIL HOLD, 1-010 3 6"0 C -- 75 -- 120 -- 65 -- 70 CLEAN CORR, 1-011 4 10"0 I C -- 290 -- 210 -- 270 -- 275 DRS, VIEW, 1-010 4 5 10"0 C -- 240 -- 435 -- 235 -- 235 CONTROL 1-010 6 8"0 1 C -- 150; -- 220 -- 130 -- 140 CARDIAC 1-010 7 8"0 C -- 195 -- 290 -- 180 -- 195 CARDIAC 1-010 8 8"0 C -- 195 -- 180 -- 190 -- 205 COMP,EQUIP, 1-010 9 12"0 C -- 525! -- 3551 -- 430 -- 450 COMP, EQUIP, 1-0101� 10 12"0 C -- �525-- 470 -- 545 -- 565 CONTROL 1-010 11 i10"0 C -- , 270 �; -- 215 i -- 255 -- 1255 t TOTAL ! ,i j 2665, I 2575 RETURN DRS,VIEW, 1-010611 1 1120 C -- 360 '-- 635 -- 300 -- 300 FILM STOR, 1-01151 I 2 ' 06 1 C -- 75 -- 125 -- 70 -- 70 COMP,EQUIP, 1-0101 3 2024, , C 110Q -- �650 -- 800 k 800 TOTAL � 1485 1170 t I I T r rT C. n A I .A. u r G. nn/ n A TIn AI TEST & BALANCE CORPORATION NATIONAL MEMBER FAN REiD DATA SHEET ASSOCIATED AIR BALANCE COUNCIL Job Name CFRH - CATH LAB Date 8-4-96 Fen # EF-1 Fan # Fen # Fan # Manufacturer TAG MISSING Model No. Serial No. " Size CFM Motor Mfg. Motor HP 1105 G . E , 1/3-1/9 i Motor RPM 1725/ 1140 Motor Volts 115 Motor F.I.A. 5.7/3.2 Run Amps 2 9 Heaters Size/Rtg. Line Voltage 120 Fan Sheave 6 7/8" X 1" Motor Sheave 2 3/8" x 5/8" OT on MS 1/2 Belts 1-A28 Fan RPM 405 Total CFM 1090 Suction S.P. -- Disci. S.P. Note �Q; © ASSOCIATED AIR BALANCE COUNCIL JOB NAME: CFRH - CATH LAB SYSTEM EF-1 DATE: 8 - 4 - 9 6 AREA SERVED OPENING K FACTOR REQUIRED PRELIMINARY FINAL NO. SIZE VEL CFM VEL CFM VEL CFM VEL CFM CARDIAC 1-0103 CATH #2 1 .12x12 C -- 315 -- 855 -- 650 -- 295 CONTROL 1-0104 2 8x8 C -- 150 -- 200 -- 145 -- 150 SOIL HOLD, 1-0105 3 8x8 C -- 150 -- 140 -- 105 -- 145 DARK RM. 1-0107 4 8x8 C -- 125 -- 150 -- 115 -- 130 CLEAN CORR. 1-0110 5 112xl C -- 290 -- 265 -- 180 1-- 290 FILM PROC, 1-0107 6 611 0 .196 383 751 510 100 459 90 1408 80 TOTAL 1105 I 1090 II i I Ij I I � I i I i I -i 1 � I TX Q,T R. R.AI AIJC C .!"'r)QW)PATION Pe,r p6U-4--"-- q6 —13 /,�D/ W, e- ;-44 tg 1 2- Consulting Engineers HVAC SMIJ Clean Room Systems �Zc- f 3 fee&-r4s TEST & BALANCE CORPORATION of ORLANDO JOB NAME: CFRH - CATH LAB JOB NUMBER: 96050 DATE: AUGUST 5, 1996 CUSTOMER: PRECISION A/C ENGINEERING ARCHITECT: GRESHAM SMITH & PARTNERS ENGINEER: GRESHAM SMITH & PARTNERS National Member of the ASSOCIATED AIR BALANCE COUNCIL SINCE 1969 Conditions for Testing The values stated in this report are correct as of the date on which the test was conducted and within the limits of field test error. Modifications of the system tested, changes in the systems internal or external load conditions, adjustments of any control devices, or lack of proper system maintenance will materially affect the reported test results. Certification It is hereby certified that Test and Balance Corporation has balanced the system pursuant to project specifications and design criteria for the system. The testing and balancing has been performed following applicable procedures of the Associated Air Balance Council and results of the test which have been performed are accurately reported herein subject to the ahnve Stated c.nnditinnt CERTIFICATION NO: :N DATE: Test and Balance Corporation of Orlando Box 140722 - Orlando, Florida 32814 Office (407) 894-81 S I Fax (407) 895-0621 TEST AN® UALANCE ccuuCuATiCN I .C. DCX 14C722 CRLA UC• 1=LCRIDA 32814 4C7-894-81S1 AUGUST 5, 1996 PRECISION A/C ENGINEERING 5643 CARDER RD. ORLANDO, FL 32810 RE: CFRH - CATH LAB Joe NO. 96050 GENTLEMEN: THE EXISTING AIR TERMINAL BOXES FOR THE CCT HOLDING AND STAFF LOCKER AREA WERE MANUALLY SET, HOWEVER, THE BOXES WILL NOT OPERATE WITH THE THERMOSTATS THAT ARE CURRENTLY INSTALLED, THE VAV BOX SERVING THE SICU WAITING AREA DOES NOT HAVE A PNEUMATIC AIR LINE TO THE HOT WATER REHEAT VALVE, IF YOU HAVE ANY QUESTIONS, OR IF WE CAN BE OF FURTHER. ASSISTANCE, PLEASE CALL. TOM CARY TEST & BALANCE CORPORATION OF ORLANDO ASSOCIATED AIR BALANCE COUNCIL JOB NAME: CFRH - CATH LAB EXISTING DATE: 8-4-96 AREA SERVED OPENING K FACTOR REQUIRED PRELIMINARY FINAL NO. SIZE VEL CFM VEL CFM VEL CFM VEL CFM CCT HOLDING 1-0111 1 112110 C -- 350 -- 75 -- 335 -- 335 SUPPLY STAFF LOCKERS 1-0112 1 10110 C -- 285 -- 60 -- 215 -- I2151 RETURN STAFF LOCKERS 1-0112 2 12xl2 0,65 438 285 269 175 269 175 269 175' SUPPLY SICU WAIT 1-0100 RETURN SICU WAIT 1-0100 1 2 12"0 l2x1210,651 1 C -- 869 565 565 -- 2385 300 15501,83.1 -- 535 540 -- 831 535' 540 I IF TEST & BALANCE CORPORATION 306 REPORT I - . -- - F-ex VA7A 0111-1-0 51 WASI � Al Consulting Engineers HVAC Clean Room Systems Associated Air Balance Council 0111-1-0 51 WASI � Al Consulting Engineers HVAC Clean Room Systems Associated Air Balance Council TEST & BALANCE CORPORATION of ORLANDO JOB NAME: CFRH - CATH LAB JOB NUMBER: 96050 DATE: AUGUST 5, 1996 CUSTOMER: PRECISION A/C ENGINEERING ARCHITECT: GRESHAM SMITH & PARTNERS ENGINEER: GRESHAM SMITH & PARTNERS National Member of the ASSOCIATED AIR BALANCE COUNCIL SINCE 1969 Conditions for Testing The values stated in this report are correct as of the date on which the test was conducted and within the limits of field test error. Modifications of the system tested, changes in the systems internal or external load conditions, adjustments of any control devices, or lack of proper system maintenance will materially affect the reported test results. Certification It is hereby certified that Test and Balance Corporation has balanced the system pursuant to project specifications and design criteria for the system. The testing and balancing has been performed followinj applicable procedures of the Associated Air Balance Council and results of the test which have been performed are accurately reported herein subject to the above stated conditions. CERTIFICATION NO: DATE: Test and Balance Corporation of Orlando ka Box 140722 - Orlando, Florida 32814 Office (407) 894-81 S 1 Fax (407) 895-0621 TuST,AN® UALANCU ccrU®r,Alics P.O.. DOX 14C722 ORLANDO, FLORI®.A 32S14 4®7-S94-S1S1 AUGUST 5, 1996 PRECISION A/C ENGINEERING 5643 CARDER RD, ORLANDO, FL 32810 RE: CFRH - CATH LAB JoB NO. 96050 GENTLEMEN: THE EXISTING AIR TERMINAL BOXES FOR THE CCT HOLDING AND STAFF LOCKER AREA WERE MANUALLY SET, HOWEVER, THE BOXES WILL JOT OPERATE WITH THE THERMOSTATS THAT ARE CURRENTLY INSTALLED. THE VAV BOX SERVING THE SICU WAITING AREA DOES NOT HAVE A PNEUMATIC AIR LINE TO THE HOT WATER REHEAT VALVE, IF YOU HAVE ANY QUESTIONS, OR IF WE CAN BE OF FURTHER ASSISTANCE, PLEASE CALL, TOM CARY TEST & BALANCE CORPORATION OF ORLANDO ASSOCIATED AIR BALANCE COUNCIL JOB NAME: CFRH - CATH LAB SYSTEM EXISTING DATE: 8-4-96 AREA SERVED OPENING K FACTOR REQUIRED PRELIMINARY FINAL NO. SIZE VEL CFM VEL CFM VEL CFM VEL CFM ccT HOLDING 1-0111 1 121101 C -- 350 -- 75 -- 335 -- 335 SUPPLY STAFF LOCKERS 1-0112 1 10110 C -- 285 -- 60 -- 215 -- I215 RETURN STAFF LOCKERS 1-0112 2 12x12 0,65 438 2851 269 175 269 175 269 175, SUPPLY SICU WAIT 1-0100 1 12110 C -- 565 -- 300 -- 535 -- 535. RETURN SICU WAIT 1-0100 2 12x12 0,65 869 565 2385 155011831 540 831 540 1 TEST & BALANCE CORPORATION 1401 W. Sem*ino1e 1' 1 Consulting Engineers HVAC Clean Room Systems 4Z Associated Air Balance Council TEST & BALANCE CORPORATION ®f ORLANDO JOB NAME: CFRH - CCU ISOLATION JOB NUMBER: 96065 DATE: AUGUST 5, 1996 CUSTOMER: PRECISION A/C ENGINEERING ARCHITECT: -- ENGINEER: TLC National Member of the ASSOCIATED AIR BALANCE COUNCIL SINCE 1969 Conditions for Testing The values stated in this report are correct as of the date on which the test was conducted and within the limits of field test error. Modifications of the system tested, changes in the systems internal or external load conditions, adjustments of any control devices, or lack- of proper system maintenance will materially affect the reported test results. Certification It is hereby certified that Test and Balance Corporation has balanced the system pursuant to project specifications and design criteria for the system. The testing and balancing has been performed following applicable procedures of the Associated Air Balance Council and results of the test which have been performed are accurately reported heiein subject to the above stated conditions. CERTIFICATION NO M DATE: Test and Balance Corporation of Orlando R,,O Box 140722 - Orlando, Florida 32814 Office (407) 894-8181 Fax (407) 895-0621 TLST AND UALANCL ccrucrATICN P.C. UCX 14C722 9 CRLAMDC, IfUMIDA 32814 9 4C7-S94-8181 AUGUST 5, 1996 PRECISION A/C ENGINEERING 5643 CARDER RD, ORLANDO, FL 32810 RE: CFRH - CCU ISOLATION JOB No, 96065 GENTLEMEN: WHERE A "C" APPEARS IN THE K-FACTOR COLUMN, A CALIBRATED CONE READING DIRECTLY IN CFM WAS.USED TO BALANCE THE SYSTEM, IF YOU HAVE ANY QUESTIONS, OR IF WE CAN BE OF FURTHER ASSISTANCE, PLEASE CALL, III KE RYAN TEST & BALANCE CORPORATION OF ORLANDO � y QQ:® ASSOCIATED AIR BALANCE COUNCIL CFRH - CCU ISOLATION JOB NAME: DATE: SYSTEM RTU-1 me SPECIFICATIONS: CFM 950 , SP 2. 5" (EXT �P 1.0 , VOLTAGE 480-3-60 CAP_ 88,800 , BTU/ HR ON DB -- WB -- OFF DB -- WB -- WATER-COOL, GPM DX OFF ON LB. GA. ON OFF HEAT CAP. 10 KW BTU/ HR. AIR ON DB AIR OFF DB WATER -HEAT, GPM ELECT, ON -- OFF —' SPACE TEMP. —' OA CFM 950 DB 95.0 WB 78 , COOL COIL A ih 21.0 RA CFM. TEST DATA: in WEATHERKING PCA-101L-4E 950904301001 UNIT MODEL , SERIAL MOTOR A , 0 , SMITH HP 1. 0 RPM 1725 volrAGE 208-230 / 460 NAME PLATE AMPS 3 , 2-1 , 6 MISC FIXED MOTOR SHEAVE DRIVE: MOTOR 34" X 5/8" FANi 6" X 3/4" BELTS 1-A36 , FAN RPM 1025 LINE VOLTAGE 460 STARTER: HEATER SIZE RATING / , RUNNING AMPS 1.2 TOTAL CFM► 1020 OA CFM 1020 , RA CFM 0 SUCTION SP -- OUTLET SP -- TSP '— AIR ON COIL DB WB TH WINTER DB AIR OFF COIL DB WB TH WINTER DB TEST U th = CHILLED WATER: TEMP OFF DX TEMP ON TR GPM HOT WATER TEMP ON TEMP OFF TD GPM OUTSIDE AIR @ TEST DB 9310 WB 85.0 TEST CAPACITY: r- 00 ® ASSOCIATED AIR BALANCE COUNCIL CFRH - CCU ISOLATION 8-3-96 JOB NAME: DATE: SYSTEM RTU- 1 I AREA SERVED OPENING K FACTOR REQUIRED PRELIMINARY FINAL NO. SIZE VEL CFM VEL CFM VEL CFM VEL CFM ISOLATION 3-148 SA 24x241 C -- 300 -- 450 -- 325 -- 325 EA 12xl2 C -- 375 -- 390 -- 385 -- 395� I ISOLATION 3-147 SA p4x241 C -- 300 -- 415 -- 340 -- 3201 EA 12x12 C -- 375 -- 545 -- 385 -- 390 ISOLATION 3-145 SA 24x24 C -- 300 -- 375 -- 310 -- 315' EA 12xl2 C -- 375 -- 475 -- 380 -- 390 ANTE RM, SA 24x24 C -- 50 -- 190 -- 80 -- 60 EA �12x 12 C -- 1001 -- 235 -- 235 -- 1110' i TOTAL SA 950 i 1 4020`. EA 1225 1285 I TEST & BALANCE CORPORATION TEST and BALANCE FAN DATA SHEETAmhk Corporation of Orlando Phone (407) 894-8181 FAX (407) 895-0621 Adumv NW JOB NAME: CFRH - CCU ISOLATION DATE: 8-3-96 I FAN NUMBER I EF-1 I I 1 1 DESIGN DATA DESIGN CFM 1400 DESIGN S.P. 1.25 TEST DATA MANUFACTURER GREENHECK . MODELNUMBER CUBE-1�OHP- LMDG-Q SERIAL NUMBER 96EO9123 MOTOR MFG. MARATHON MOTOR HP .33 . MOTOR RPM 1725 NAMEPLATE VOLTS 115 NAMEPLATE FLA 6 , 1 LINE VOLTS 120 RUN AMPS 4.6 HEATER SIZE HEATER RATING -- MOTOR SHEAVE 3 1/ 8 11 X 2 FAN SHEAVE 54" x 3/4" OT ON MS CLOSED BELTS 1-3L220 FAN RPM 930 TEST CFM 1285 SUCTION S.P. DISCHARGE S.P. TOTAL S.P. __ 1401 W_ o1 f3i REPORT Consulting Engineers HVAC Clean Room Systems Associated Air Balance Council TEST & BALANCE CORPORATION of ORLANDO JOB NAME: CFRH - ENDOSCOPY JOB NUMBER: 96008 DATE: AUGUST 5, 1996 CUSTOMER: PRECISION A/C ENGINEERING ARCHITECT: ENGINEER: TLC AMbk .AWNINNIW► -ARMINNEi National iNlember of the ASSOCIATED AIR BALANCE COUNCIL SINCE 1969 Conditions for Testing The values stated in this report are correct as of the date on which the test was conducted and within the limits of field test error. Nlodificacions of the system tested, changes in the systems internal or external load conditions, adjustments of any control devices, or lack- of proper system maintenance will materially affect the reported test results. Certification It is hereby certified that Test and Balance Corporation has balanced the system pursuant to project specifications and design criteria for the system. The testing and balancing has been performed following applicable procedures of the Associated Air Balance Council and results of the test which have been performed are accurately reported herein subject to the above stated conditions. CERTIFICATION NO: BY: DATE: Test and Balance Corporation of Orlando lv-. Box 1-40722 - Orlando, Florida 32814 Office (407) 894-8 t 81 Fax (407) 895-0631 TEST AN® BALANCE CcurcIp,Alics P.O. NA 14C722 9 ORLAN®O,1=LORIDA 32S14 4C7-S94-S1S1 AUGUST 5, 1996 PRECISION A/C ENGINEERING 5643 CARDER RD. ORLANDO, FL 32810 RE: CFRH - ENDOSCOPY JOB No. 96008 GENTLEMEN: WHERE A "C" APPEARS IN THE K-FACTOR COLUMN, A CALIBRATED CONE READING DIRECTLY IN CFM WAS USED TO BALANCE THE SYSTEM, IF YOU HAVE ANY QUESTIONS, OR IF WE CAN BE OF FURTHER. ASSISTANCE, PLEASE CALL. MIKE RYAN TEST & BALANCE CORPORATION OF ORLANDO TEST & BALANCE CORPORATION NATIONAL MEMBER FAN /iRD DATA SHEET ASSOCIATED AIR BAL 4CE COUNCIL Job Name CFRH - ENDOSCOPY Date 8-4-96 Fen # EF-2 Fan # Fan # Fen # Manufacturer GREENHEC K Model No. CUBE-160HP Serial No. 96EO9119 Size C FM 1475 Motor Mfg. ----MARATHON Motor HP 0.50 Motor RPM 1725 Motor Volts 115-208-230 Motor F.L.A. 7 , 2-3 , 6 Run Amps 6.7 Heaters Size/Rtg. Line Voltage 120 Fan Sheave 4 3/4" X 3/4" Motor Sheave 3 3/4" x 5/8" OT on MS 1 Belts 1-4L240 Fan RPM 1300 Total CFM 1500 Suction S.P. -- Disch. S.P. Note ao�a JOB NAME: ASSOCIATED AIR BALANCE COUNCIL CFRH - ENDOSCOPY DATE: 8-4-96 SYSTEM EF-2 & EXISTING EXHAUST AREA SERVED OPENING K FACTOR REQUIRED PRELIMINARY FINAL NO. SIZE VEL CFM VEL CFM VEL CFM VEL CFM EF-2 RM, 2-147 1 10x10 C -- 250 -- 300 1-- 260 -- 260 RM, 2-152 2 18x12 C -- 615 1-- 600 1-- 600 -- 600 RM, 2-152 3 18x12 C -- 610 1-- 640 1-- 640 -- 640 TOTAL 1475; 500 SCOPE WASHER EA 12x6 T -- 400.1 -- 255 -- 255 11-- 255 HOOD SA 124x2L C -- , 300 it -- 200 -- 200 -- 200 i I ( i I ' T - DUCT TRAVERSE; OFF XISTING EX AUSTI CUR,ENTL LOW, SUPPLY LEFT BELOW EPORtED E HAUST TO M,INTA N NE ATIV , I i ,i i �..__ TF CT. R. R,A.1 AN,(,F G,().R_P_n.RATinN ��N� A�ecNsvEo 1401 W. Seminole Blvd Central Florida Regional Hospital 92=1279 93-59 97-1933 ' 99=3247 99-3252 00-2206 03=32